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' yl d fi `S i i P i I i a a d y, 8. 7 i4 j4 is 1 o n 1 I A I ' . 1 A' Ili. ..i DR PILE CONTENTS r S -E ALC140 w Assessor r Map/Maps/Preliminary Plat Pro ert Owner list (May be in envelope) ' ,,-(agency/NPO Request for comments Legal Description/Deed ✓ A•'fidavit of PLIblication/T'r Letter of Authorxxation J :YA Narrati,ve/Cor'reSoor�dence with Appl .cantpplicationfidavit' of Mai Iing & Posting v�Public Input a w.a.i:h rd�ay::of mai.li.ng labels ;�c ' ncy/NPO CommehtS of �'fi n a l Decision w._ rr.4 r JfCorrespondence cis dndence a.fi.r�r approval � rival APPEALED TO PLANNING C0MM����I0N Date PC Minutes 1=OI�WF�I D/Ct l_l_En UP 'TO CITY COUNCIL �_ L.....� .._ l DLAte CC min� tes i Resolutiol h l or Ordinance NO., l SUMMARY N r1pp�,;; ved � Det7a.ed �..�._., i NO, of Pli� � 6a.z of Lot-, ios �lar i~ddtacj ec;�a�. Rds ,dent a _.... �. I ick i C�. a C0 1 1 i11 ...�.,� i a Odd O6� P r�r�►�� r � c : 1 i w ,, i CITE' OF TIGARD, OREGON MEMORANDUM TO: Keith Liden, Senior Planner April 2`4, 19,86 FROM Bob Jean, City Administrator SUBJECT: Civic Center { As you are aware, the 'City plans 'to start moving into the new Givic Center y p y ed concerns an Monday, Ara.. 28, 1986. I understand that you have raised about conformance with conditions of approval of the Site Design Review, and Minor fano. Partition. The status of outstanding Condit ions is as follows 1 The shrubs and trees to be installed as part of the landscaping plan will be installed on '4/26/86. The sod will be laid on 5 '2/86. Landscaping work to be done onthe dope will be done prior: to 5/12/86. 2. The required trash receptacIle will be on site on 4/28/86. The receptacle will be placed on concrete and will be screener.. , 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. Hall Blvd. has been requested from the Oregon Department of Transportation 5: The on-site paving will be completed prior to 'occupancy. r ' Please Contact' me if you require Further information regarding cond.iti:ons of approval for the Center project. , r /r MEMURtNOUM CITY CF TIGARQa OREGON 1 I TO.- Bob Jean, ''City Administrator February 26, 1986 FROM: ; Elizabeth Newton, Senior planner SUBJECT: Tigard Civic Center t• e As the date for the 'completion , of the Tigard Civic Center l approaches you should be' aware 'that `there are still conditions of approval which must be met prior, to 'issuanceof occupancy Permits., Those, conditions ,are as follows: o Joints use and main' tenance 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 'Beds. 'Said agreement g shall be _approved by the Engineering Section prior to issuance of occupancy Permits. o' An amended site plan shall b(.: submitted for approval of the Planning. Director prior to approval of occupancy Permits which `'includethe s following: a. A minimum of 54 standard parking !spaces (g X 18 feet:) . The remaining ,spaces, y g p ( 1/2 X 15 I acus ma be designated for c�,m act,s �— j feet) . b: A mi;namum of 5 Secure, bicycle rack, spaces Iol ca-ted near I the main entrance. 'The rack' ;Location and d(-a$ijjh SlIall also I�be approve(,I day the ►xrecto�ry. { - L o If an LID is riot forrned for street improvemthts to SSW HalI anti Burnham prior tt, octupancji Perihits; a 100% performanCe bond' for the cost of the im p rotjements shall be fi led kith the City's Engineering • p ct,ipancy Permits alohg with an app►�o�Qd set of 0irra s�on rxor to 4c public' improvement constrrct, o lp a n s, o In addition) the revised ''landsca a fan which il]ustrates the actual site conditions should be submitted tothe Planning giVision for approval. a �. a tsta:: :n. condito s till ensure' issuance . diate attention to thes ou : hd� g n Yt�r,rr xmme I of Occupancy permts upon substantial`tial com pletti:on of the bwi.ldings • r E . sir) I AIV b 1 ` I h � M kr i J ,E 'S AFF TDAVIT OF 'MAILING STA TE OF OREGON ) county,ty of a sh �a n g tUn � s s Ciyof Tigard , a y sviodepose, being first dul ►�n,, rs oath, d P --"-L y and say: (Please Print) That I' am a �- for I The City of Tigard, Oregon: That it served notice of Final Decision for City of Tigard Planning Director of which the attached is, a c�a�ay (Marked Exhibit A) upon each of the fallowing 198 by mailxrig 4o :named ,persons an the day of each of them at the address shown an the attached list Marked ExhibitB), said notice as hereto a ;ached, by pa$�"ing an an appropriate bulletin board an the day of �� � r 19_Z! r,�►.-ar~d deposited in the United 2 State Mail an the 0� ray of �. r`�O _. 198 postage prepaid, a 81 1.gnat �7 Parton who pad oh Bulletin Hoskrd Person who delivered to POST OFFICE orn to be oh the Sdbcra.bed; grid swore me .y ptl U t4lY 1 A «r A 114 NOTARY POLIC OF OREGON W e ' i ,phi« 4°'IV /y�• +/� 16t ' V� E puree 1.1 �1'✓ �• A i/�XwdBtt4�,1""° i I a r i IT'y OF TIG t-RD s IUta 1.r"",E 1~ DECISION SI TE k r?Fvl..l.,c>I Mr-.A1 REVIEW ..UR 29 �� eta f u ]. issued rate a i"AT A t^ c t.tra 'l, i� 'l:��A t i ty a'f+ "f Igard tea �:�rraen l;l�� pied Af PL 8111, - 5 and rite+[la.��.��1 �rat'���.ta•ca~i� 6 oc-tul�er^ �.?, 5.`•a�85 ubl'�:i,r�l�i d�►�coed � g r all Fehr°uar�y, 7, Were .•..»' c,.,��r.l •k;ea •tlnk? ��ral'ar^rav<��. c�'F ral.�R xa�� ! 1 Wer u aly k.�a»1 � ~ (� � i�,J �3Cr r1 r1 J�arrl 7, r� a:s ;zttr'red CBD and i s 1.uc�ted 20() feet. ra � �rata•F11 1.985, ri~io proper 't.y � 2SI. ,?.UA 1..�a'k: 400) 'TI~O ° " ~� Cry. "f ax aha �"�t;c I rayl tln West sa•dc of H a,7. , Bl� d, (Was1 s deca,s i rat') are a rlca'IN�►rl fi ndir`gs avid curncl.a,rs3,O►ns earl Oil the Il��.r��ctr.,t^ laGlsed 11i, unlow t1''r� ' c. s !'iEar•elny given 'tl'Wt the 1��.ann r,r'�q ,G)�r actor far City aa'f' C}ECI ON, Nota, � r �1 � c;•r tO cet�k•apry µ , i the �xkbrau� des(T r .tla �. .�c:�tn s�ria;i e Ti Gard has APPROVED �n, cu►nda: :a.ratn.T 17c,, -Findings , and �rar~ic1,t��la,c:,t�s on Which the fy�.rec'trat- based '.r are ' •s rrra'tc�d I e10W. O Fl .i qi" 1 m j3htckground or, October, 10) 985 the Vil rector- cif Pl.rai'vii.r'rg grid Ly�uel1.r.)�nmerit "'4,,d Conditions parrs all G"a ztrid mr.�d1 -iod Corncia 1, c�r�s , r�c� t p lP.'t ,, _i,r"ti -tl'r a �rraucal. ra`f, UR .9.44, oil re.1bruar y r cx't,tacIned I I Site. i MUE.r G ubl'1:i:cln b � wt La t7 b" r rrf t�t�mmt.+r�� t�� 17 u l rapment, G{�'p rr.)uG»d . l c; .t.g a the rJ r r:c't a Y' C�sInCi d1tions, Gin O n r a,tl r , Review, and Mimi— L,.�r°td ��rr't:rt-Iorn �ai;)r�1 a,r:rt�,a.at1 ua M !"a, Ih �;a.`tJ r) Tigard Hearings ar ngs O-r-f�.cej,, appr ovod of malr-'C lit , 'tilde tai,tl�1 c�rnda,'t;�. `Tlni� ��t'•t�a, Sensitive L"wmnds PermAt tr�ra��rrt�t°t��,1 �� rar,rlaa r;' �at^d;� 1. r"rda la r�r11 t l�raab d t110 pl.a� �rtrut�rt; of {3t�r � rai� fill ,.�:lna rn 'this 100 y +t=r fl.r,ra 11;)1. a.t'1 rj`.F H�ar~ir1r� Lir !i , I' rnf ca rrr7r 't o t » " 'h d, II''rtnor r ! u{"he 'prOjoer"ty :ts 1,uc<Xted ray 1 Wes 5d , 1" L _" r,rrclt All, tl'�k yard j � M trk,as racy t,1n+ u, 'l s:i.d of Of F�;.ar'lrnra � " r r'1.1. ,ptrral�� � r� r. ar'i +cif C Lel) r.�r�r! are r��tIal �r r1+"+uE 1,��~,i~+c1, "I"1'ye the s•tv%o are, iao�s s c ,,� ,-L Lµ ►'1't, y pa!. a �. I1't 'Cr•rc'I�t�•l•;t _ � • a� I-la L 1, B ' , r,�rn�„ Trndus trial) is tits"tld by a bus crarrlaarly, rj'MJ s�.a.!. f..0 a7 4 r�'�1 � ��, ��.l.� �;1�'Cr,�trrri�a•h;.tca�+ �.rnd1� : Rr� vin r .► .w Civic Center, •f aca,1itq a:� cr.r�`rr�°rrtl.a 'r 3 . r•. •.r a ar ° , tWc3t r.>tt tt.,t t will be �fatnpl,c l.od r.trld r"W Th'r ► rurarlt►w�.a 8't imatos t,lnt�� Project . i 1 ,t January .raf 1:? �i, T'1 +Ca:t.y s i-t't�irrrpt;hr'1 to f��r�''rr� f~r,�r a'trrk+ 't im1:�r'rau lei r1'ts r~rl ar�g Hal Ill try , ►,0:I,r"t t 1n I•�,`S , a rarm rl, the street impr�uv�rrr�►r'til.s Wr�r;rl:d ���i cratn�nl•�a't;ed' am k;k1i� spring the of 11,98, 1"u acct")Cr7trr�ada"at�� the 't gym,ng �ramE" +� urra•t 1 r°'r 1. conditions ns a1ttachod to tho al�h�r ° _, tiny r�'lr � 1n 't ,the L, t,0° �,.; W 1'1trj 1r•-juin m ;t1�f�a:r�d, aCrn r �d 1�rtw a�t�►,t�j lr1"rt!r La sitrut ld lay: $r 010 a888UI-7100c` that f,l'�� iK�+il►,ra.�,�+Gl 'bra t Yrti�. � $'tiro,(-'.t:t �mprrovou Ici n�ts will,! Iii? i r�i�k�al:l kad, tit ul,�t,,E Vit" r �a 0genr.:y and NP Comments The Cifty of "I..igar» l Engi.neerinq Divisi.rar, 11as expreSS�d r;ra►Nic�:rn that •thP C4'ty have some kind of assur•anae that `the street Improvements ►iii.]. . kyr i risal.led, ( , ANALYSIS AND CONCLUSION The L.,1,D. , as proposed, p1.ans frar SCJ tial 1. Blvd, to be improved proved sari both i.c:14�S from SW BUMham sraUth `l:ra SW 0 Mara Strcel:; all at;rai'�cw i►�Strad of , 1�1. ccantca�, fasl"iion as d'ove1.opfile►~t occurs, t�;caris t rt►r:ti.►~�g the improvements 'ut5 t~ar�e ►�r�j c t a s b�ri f a c i � tra than crarnmun i•ty .ks -al ►fa d i �. �" street a.m r ravE»molits carr 1,� . e , . .1�'tal •tra the ravP.r»a1,a. because •��tncp�lf S•" • ac r1�•tr'imt•+ l rwaffic 6ir•cula•tion system. The s`ti,,ty.qt' :i.mprwsavcmonts ate ter qui r-or»� and j k,►s ti,-fid tl°s rc fear e, should ' •tl'•►�+ i.ff,�"i'i C�, not beformed, Tl--ie Ci ty 1A)3. s'ta x,� bc' rdsl�rjr7sib�f frsi^ r•:Cai"Ia'tt^lflc' il`l� t!~� r»c rtf►i.red iC►11�i"rlar�?ir�ca►`1t , Condi tJ.on sViou1.d be added i to recluire a 1.00% per»for markt~ ha"id and lal ►�r�va�• ofsai�is't►^t.►s�t r.�►� plans' by •I:!•jr C,, •ty' S, Engineer,ivig DiVis�f,n shou,l.d th7 L ,I) r�dt befr•,rmed 0Ea•18110l T1°�tx l�1.ar r7ir►g �i•r�►t~t:rar� olds a condition to •t11e alalar`ovai• granted rai► October, 1.8 9 !"� -to SOR 29-84 and MIT 4� 84 as fra`.hlraw�; 8', f ars L i.a rM o t formed, forstreet i.ni it Mletner'r`ts •ta' SW Hall. and Stir Pham prior •tri Qc'ckf►raarir�y Permits �r !t�t�{� )�er�fr�r rriarrce bt,r"tcl frac tl-le cost of the ifmpr 6vertien is $hall be f11.pd w i,th till Ci.ty' S` tic iris r, Divisionr r�;M• I:r� Occupancy alongWitha>� approved stet ofpurb]Ac'A.mprovemt~i►t 'car~►S :r:Uct,i10r'r Plans, "f"Its s appi"oval is valid i.f (a x:6 s:�s�ti w`i•th,1 rai't� year" oaf tl'�r� do6i.slon date. ri ted below. y A� ROt:'l"DUI.I� ;, 111cai,c 111�aaf 4+lct;i ba.i,sl'� cd i�rw tl'►t~ rtii»+�SItNc►r•,' (+hra >'td ani: ' i,l;y` . Hal and trimi I d to 1 � _ r a .,�v-d, within •thie re kA 0-d t�l�„s•I,arrr � r c.�a l AI.:.NWf.r ••.» XIX Thic5 affected hieifgh7bor41'ood Plar`n'311rig 0 rg 611-11 zwt 1.4)M H4rHf».wH»41•W HN»»»•4 X�t C Aff sa't d !00V0r'nr►l rr`tal agr�t7swif s --wi.Nr»f»rN»1W1.44f»Wr •.. "'� ks Eli-LiqlA Ixf Ii� . ,iRf ii� i11 �:;i I�i..l:w RM.Wif '" • w»,N.•.lw.f»..».,.•4w44NHHa.`N»_.W:N,.f...•:4.».H,»4".,»Nf�,N.Nfwur � �j4.8,,,,w �W �l .. �` h•:l;llli�l.. X111 i.x,I�.��r�.a �`�•t � �C� N rlul, UNl�4Wf., t , fHf f u G .. .�., til' N. �� .{ jH 4 I1it�`I tC.�h.� til lyhN,t»,5����111 ...+�I� 20-84A PAM 2 ' �IU11►�illi�I► ,I AD R§� I ,. Art. prt to fire �ieca.si.rat�r' rata ala�:yerx]. thti.s decision i"st accordance With Section 18-32,290(A) and Section 13,32.37th of tha comrttG ni,.tty G) r�e7 rapnte��tt o1e )hi c11 provides that a written ai�i�ea�• mustl� filed with the ('#ITY RECORDEW within 10 days Otter goatee is iven and serft. Iii ' (� a1d7.a. ( i I."ne for fi1,irig of an aPpea�. a.s �;3(� ��,�'iY 1a�ll�l�� 4 r 'fir ctt s t»»w,.»•a i-t s, �,re �t:�, ou have ally (Isons, please c.�,�.I .tho. (;qty or 4, f Tigard Planning Depar•tmk et , Tigard G3.t;y Kal 1, 12IT55 `,W Ash, PO Box 2,3 97, Tigard,' Oregon 97223t: 639-•-4171, The Planner RE-SPO141aIBLE. FOR PREI)AR SIVG titis: report� �/✓ 1 y IrJi11.icaii A, �'onzitNtwl, l)a,r�►ctr,,rG)t�`t�• AP PROVED � " ' of ��'�:a1r1M't7.!'tg � petre�,ral�ntertt. h: (EANs 204 7R' �� • .fir 1 f- .a d` y,J�'� {t � J Fri h 4 • Y 1: t �I 1, a a f ,. I At✓Ala'a?rfiF,�,tt t� �tl ,ti th •�Yl'�`i'Y.i 12755 S W ASH P.O. BOX 23397 " -nGA RD OR. 97223 .:,tl ,.i: r' .f ur:.,w,"'. 'fi�...rt1.7..F"� hrv..�.w� .•w. I , v k S TURD I' I IT ' P.O, VOX 23397 TIGA�D Of'IPOO 1 X7273 , STURGis a � Y (! v y F iai Y r No ELY' c� � ,/ , ._ , ::AWL, r�O. BOA 23397 ���,SEND C � l�r�� I�Y TiCARD ORE ON 976 .3 al I Y IAF w+i'uw'IHIMw"Yfa.�gprrn,c...W��yaV. Al C r a 12550 W Hall Blvd. 1' Tig d, Oregon 97.Z2 1 Ij't ',,'-�"�1lyi• 1.'�N7�+11�� ' ��/ �M'�rY� i���1i}�17• � i y yiyrr 11 yr,t1 . r V• i �r [ t "TIC) ;ore II ) �J ,�--Jh �II�ItT�ltllEtl�,llr�44�El11��I�Eti�� ,. i u p L 4. y 1 ,u+aa nu 1' I pY I"'i"iAAESF�IJlR Legal P.O.BOX,370 PHONE(50,3),684-0360: Notice T-6 5,4'1 BEAVERTON,OREGON 97075 Pe/ ��� Le (Nrr�ti�� �dlv�r1 using 1985 City o Tigard w L7 Taersheet Notice C1� or TlCAR PO B'p',-)x 23397 0 L7 LDu' Iicate Affidavit OR 91212 , ` - s wi- ^r• ,w � ,7ww I M """ r•,.,3• .; ,+ �.,- �y-, .•N " "' 8� i~IC�/�'VI�' F PLiBLIOAT6CDi ,i 1 Cy��Y,y jr ,''�n�,t;' '��`!!{ �I �� iYto r"."��Y ,�'u'C .• STATE OFOREGON, ) y'I" ', " ,. COUNTY OF WASHINGTON �,"'�` � � ' V The re s a Butcher ry being first +Maly sworn, depose and say that I am the Advettisin , ~ �*l,� ; ,.;I 'his principal clerk of the Tigard T i Yn-_e"- P:�'� ;� V 7' ®h ector, or a news a E,r of genes I circulation as definad in 0135 198.010 �a 3 m�,( �aoiished at T spa c d: in the and 1� � P .� ,` � aforesaid owint, and state; that the t e. Deyel�bpmen.t Review �� ���; ��a�:, 1 II m y,�r ,•4 `��;���"� ` a printed G.ofa of which i� hereto an�3exed, was published in the ,� `� 4I � entire ia���„ of said newapa,per for _ -7 successive rind ' ,, consecutive in the foissues: ,°� ` �� 'flowing .' r 1 y ° �a( �,",t r„Af *s'Y. }I rx y♦i, ,( r f t ray ���'''� r • f 'fir � H � �I�4t r Uctober 3l, 185, t - a ' 4 r e Kix+�,���•aa�i�'� � 5"s`,y. �' t! ''� •;+'F h I.T aA`.� ��p� , ;���,� �'1�5 �Y i ,t'� Yrs�f' �. _ •a u. vs I Ir.._F:.- ..,::...i Y I, X�dr I !�' ) z j ,f {r I W"1 � "^x �x�er�r+'y't 'p '� 4� B(,j �:11� ��"R� K Al% ,i r4,I.'�•� 1( � 11 1,�,'..1��,�, •n r�,� ey Y;.' �."'� 1+ �.' ''� � �' � JW����:'l7r,yr.. �gw�r:�a�"f 4 ..i;: „�- � '1�: I 4 :.t Suibsci' a And a X40:1.befci�'e mo this Nov. 1: �" _ rf ,.il,} , `rl m' P,•«i Arl Pr, '�'�.r.-!�� c� ��,g A � �, .� n ��t� r x,},.I• ,,r'� • •,.)7. .` �I... .'. Notary Publi far f regi+ n r �; +s i �,.., u.+, My CommNshxpirg 9%P a 1 8 8 AMDAVIT", I a I r[ r. I I �{I I I I II �' ' r• PLACE I NDF'�.R CITY OF "x.CAPD LOCO _ SITE DEVELOPMENT REVIEW SDR 29�-84a ���TY OF "f'�UI�RL� NPO � The Director has approved 'with conditions a request to amend the app ova , issued on October 18, 1985, which deleted conditions '3 and 5 aryd t�r,tiified conditions 6, 7', aryl 8, which were attached to the approval of $DR 29-84 on February7, 1985. The property is ,coned CBD and is located- ZOO feet south Of on the west side of Hall SZ.vd. WCTM 2SI, 2DA lot 400) , SW 5t.�rnhdm •� � i 1 a' The adopted ii�►diryg raf, facts, derision . and statement of conditi.�ns Gare b� from tl�o Planning Department, � a rd Ca.t P'la,j�., 1,?7�ara 8W Ash, F>�c�, obtained '� b 9 y .� miler , Box 23397, Tigard, Oregun 97223. The decisar,n shall be final c,» Novi y y y en e wa.th Ary part to tFyd d�.ca,sa.ran ma appeal this r.�eGa.sar�n, in r��c �, ord ) Cectiajj 18,32,290,(A) and Section X8,.3. g7t� ''(if the �ommwnaty I�evolopm � Code, °h provides that a written a eal may brL3 filed within 10 days after, notice whir~, is g�uc.n and sent, The de pp. � r :3'Q P.M, November + appeal s ,� � 12 1985+ The hearin an an appeal will be tie Novra, 1 ad l�a.��e f t r� f i l a►�_ r., an a e a: a: I '1µl( P u b l i s h 10-18 l...o r:i dmj I e VIA CERTIFIED MAIL. . .RETURN RECEIPT REQUESTEQ' R. D SCHMITZ Route 3, Box 272-S Sherwood, Oregon 971:40 - 10 1 2 3 Octob e r 1985 a9 CITY iOF TIGARQ; OREGON Director of: Planning and Development 12755 S-W. Ash Street P 0. Lox. 23397 Tigard, Oregon 97223 Attention:'' WILLIAM A. MONAHAN Director of Planning & Develop ent Reference: City of Tigard NOTICE OF DECISION Sites Revie4, SDI) 2n_84 Sirs •g g • p to I wish,to express my grave concerns ��7'th regards to your rou s deco s�on • •g' � g sp f y� f refer to d�srectard original nal' site deve1 o merit u i riel�nes. Morers eC�f ao Oc:tober the del et ons and modi f i cats ons presented 7 n the Noti ,, . of Decision 18th, '1485'. Let me add;^ess each: 1. Deletion of Condition #3 As a business mans I Would never buy or build ' - ea,r { without knowing, the costs. It would a pp 9 however, thatyou are deter mined' to go ahead with -this deci s'i on, and going ahead :without 'the benefi t of reasonable constraint. 2. Deletion Of Condition 5. There are many 'chanc7es that: are taking place, and will continue to take place, due to the construction of a ,new `City mall and, a "professional planner" who chooses to ignore or di sm'i ss engineering ,� r u��it om l imental i t Of, e r p _ der taki ng such as this, s�peak,5 v y p Y a.i roVa I w n an un your planning commission x 3 Modification of Condition #G Herne, again, it would appear, from the basic facts, that you, as a planning director, have taken a position " ove they ab " 4. : p structure wh�cl7 has~no1p1A " iw lawi', i n that you intend to occu a 5 r a1 l ev7 a i nci the destructive�ve impac� of �th1 s Move 4 spec rct�u7 red 7 � 1cd1 y, H access �h fact, pp ing street t, 7t Would appear � the that, ,you are com 1 etel y ignor the problem of S,W: Hall Boulevard traff1c. Why have you not 'sed, h traffic account that the Tigard residents have paid for? Do you fool no responsibility for endangering the 'livesof the peopl e tIlho use S'. W. Hal l Boulevard every day'? If �ibt, then what about the 1 i,ves off' Tioar�;� City employees What is it that is so important, more important than lives, that has coerced ou to abandon commonsense and oo ahead with the occur a struoty y p p ' � y pa�icy? ancy, of dye br, com lex t :hat �s not com 7etel v ready, for occu 4,J There 7 s af i nal Item I Wish to address it i s yourstateii ent `under "Anal y- sis dnd Conclusion", Wherein you reference a LIQ that is; at Fest, unacce p e tabl e 'to other ro 'erty owners Why table to me as a landowner; and unacc p p vias this L'IQ refe�^enced. If if 7 s p 7 menti on to p merit this LQ; you �m l and if this notice 5erved' as '�Forrlal 't � notice of decision, then I v 'ish, to 1 .ra i I 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) 1 will not participate in an LICA for S. W. Hall Boulevard and/or S. M. Burnham Street. In summation, I' would suggest that the planning commission,, yourself included, carefully reconsider the next move, that of occupying the neo City Fall comms 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.. Hal? Boulevard or Sm W. Burnham Street, due to the traffic impact of the new City Hal 1 compl ext on S W. Hall and its' incomplete inadequate street provisions I will personally go bef re' the` courts and ask that the plan - nigg commission, again, yourself ircludpd, be made wholly responsible for the injuries and/or deaths, thru your acts of negligence in this matter. It has alilays been my firm belief to 'five in harmony with all my neighbors and friends, however, the etceptions to that belief have been those who numbar them- , �� � ad selves 'among .the i�1�i tell c g those who believe they are above the 'law and: therefore, do not need to live by the accepted rules and reglations, of the com muni ty.' Further,, I believe that anyone who panders to the -idea that he/she' is above or not sub jec. to.coi- be allowed to serve .t 'to the' laws,:of mun�ty should °not in the public offices of that community. Sincerely, R. D. Schmitz, Owner Property at S• tib. Hall a;-nd S. VBu ehha,m Street `f'1i gard, Oregon j e n7 an (11-15-985)_ T� Or., o cc• a The . , � Times . Ed Edi tor', The f gated Times (11-115-85) i L I , .1, µ 1 AFFIDAVIT OF MAILING I , NATE QF' . bRE GOR: ) I County of Washington ) ss. City of Tigard I being first duly suprn,' on oath depose WY+��� i and, say (Please print) 4?C�'Vli `� for Thai I am a The city of Tigard, Oregon: That served notice ofIFinal Decision for city of Tigard Planning, Director of which the attached is a copy Marked Exhibit A) upon each of the following ` named persons oh the day of l 19g„ ,_ ► by mailing to each of them at the address shown on, the attached list ,(Marked Exhibit n), attached, by� posting on an appropriate bulletin board on said notice as hereto �,. p da of o d in the United and d e the y � s�.te I 98 ' p g States Maid. on the � day of G �, II ostp� e. !. prepaid. I I J/ f,✓ S' .gnat, r 0- person who poste on 8 llet n Board Person who doll er»eil to pCiDT (�F�"�CE da of Ma nd sworn to be]~ore me on the . y K n I W.x f» Y(J y�ur 11i1 !RL if4y WW NOTARY pUBli,.� O Or ORE+GnN » pA x M My kpl. es; j I t a. •r p ems." r r M.' Y OF "I'.t.t.,ARD S I'T E DEWELOPMENT RE.VIEW SDR ! f3Pp1.:It�ATIOIiti; A r ee:lue,a;l: by -the .�a.•t,� Of Tigard •tri dEl.«t.." t.,ot`•rria.•t:a.ar'rs 3 &r-Id 5 and tnrari:i.f+� Conditionse�, 7 and' 8 whi .c:I`t were �t:ar•I� rl l:ra 'i~I•� alalirea�rai. r«�•f� a situ design r('I.view '''t.ra 'al.).raw r•;onstr'+.,icti.on of a new City l4alj, I.Abr,arMy and Police IJpat^'l;hnenli T'I"le pl"'C1j) !i^ty A. xr.,tr»If�l:lr�d .s located 200 feetsr.,rAt'tt'1 i;aF ;W B�,IMIlI{Am of the wrist i dt r►F i"Iai,l ( l ud, (gash. ' tic, Tax Map 1, l Tart 1,"ra`t 400) , The •ri.t�•idi.Mp anc:l rc`nclus.io'ns rats which the Director, based hi, clec;i.s,ori i are as noted 1:el.raw: k T(�N;, ItB�;ti.e.e is hien ±l;�y gJ.ver� treat the (�l•ar'rr'ii.t7t� C)i re tc�r^ for` thle ci,•t.y of Tigard has AP R aul.D the G IDc)ue des O « � a c. •� cr l;7od applAcat:ur.,n s+,rbP.(,,,ti t0 cc:rtai:�n w, conditions 7"l�tr �f�i.rid:i.n�s and concIusions r�r7 wl`�a,�.li tl`r� C)i.1"ec•I;;r•�r` basosd: 1`7 i.ra s:ion are as t7ext o.d below', IF c;"r I .�({ IM' r 11, f4ackgrouh,d,, On February 7 1.905 tluj Di rectrar` raf �l.a.1114,t`7 ric:!' fla7u��l.rr�:�ment �! a ap} r^r ved a Site: Design Review and Minor, Land Partition tion arapi,:i c.ata,oh with conditloills, 06 �larcl"r 1.:I.0 1.�85� t1-1 15S Cityr.,f I"iclard Ie'ori.ngs Officer appr owed a somsi,;tciue 1.4aitrrd 0(4rmi.t I~ecluest t csrnrli.ti,r,rys, 1''he 4;er7si;tive 1.«�ncl� trerrr�i,t �xl.l.rwed �tile j�l,acernc t 0'F >pr`{aximat 11 76cubic ya4r`rls cf •f�i.II w .•t hi n -the 100 year fl.Ioodryl,a n of F"anno Creek 21 vicinity zr•1•rorrnata.rar7 The proper•'ty. is located. on tl`�m west side of MIA B1.ud, and mor•ti„t ra' F`al~it�o «re hlE, All ti"� ati� r�errt prr peri i es r�r� tl"re west s i do 'rs f= the street are a].$:o zoned 080 and at,ie par^ti, lAy, deudl.ol)ed, The :I.and east; Of kal.'I 'Bl,vci, is zroned I-I.. (Light Iridt,rs,tri,a) I`LL Lil.ght, X1`1dustri al.') and Is ra8od b' a bt.rs Compwl'Xy. S)i.`e Irifrarmat`a.on and Proposzil. ht~sOri,pti.rarr Arai"istr`I►cti.rar7 of ;thcl new CJ,vi.c Conner facl'.Li,ty Is ct,tr'rOrYtl.y t,m(lier way. T`rr x oot i.rnato s •t vte Famj ett I IAJi 11. i be C:ramp1eted i.1,i i 1.ato. j'u�c��uaviy� ra•F 1.9 ' , �1"l•ie City i s att rttp't.1.1ty tri frarm 'airs L, Iti s 'f o,,r street improvements a' c. ng jlalll Ol vd, Assuming ing •t,he L,1,0, 1 im artauompo i ' f l�rned, the street; " . l ;N t,s iv ��l,d be cc,nrl�,l et c:i i,t7 t;l`yd sFari.ng of 1.986. To, ccer .y,' a ng o the L.X.0. , ;game Of, •t ivi � � �me�d�'t t� �I�tit� tr a,t rir�.t�i.l"iokl crariCli;+tio S attachod« °tp the apl��rarrir�, r�i� '' tll�e �i:t�r (a�ai.�VI Ftviw r7 + d •tra;b mod i t'i,ed, ���r'rcy' a�l'•rcl�'Ili�t�� rrtrlyrrier�ta No comment ! xr. r' , N.� cral'nr(ent� Iia' beery recetueti re��rd�,r�r� thi larralarasal. t '01 •w t w r { ANALYSIS 'ASND CONCt...rJ833:Oi01 'Ine t ,1.1 , , as proposed, lnl,ans for SSW Hall Blvd. to tae improved onbo-t h sides 'rr,om sW 13ur►nlnam sni..r'th to SW O'Mara Street all at once instead of in a I;ic-1cerhea:l. fashion as development n't: occurs, Constructing the a.myarrsuernerrts as ,rre _pro;jc?zrt i,s benefi.ci;al. 'tea the Com unity as a 'whole because pi.ecomeal, street improvements can be detrimental. to :the overall tr•affti c c:i rc�tl.ati on system, ►,. DECISION The modifies tine corndi.ti.otns attached to the apprraval ofADR D1219"84and, ,MLP 4.44 as fo�.?l,ows � , r_.)t rr'F �rarrdi.ti,o►r wlni,qhr reads'; " Fiore (5) sots of plan- profil.p rauFalic improvement �t r , �. i.temi zed crsrrstructiorn cost s atId arra. ► c t. ,tart �1.a11 r, corns tr �► a h � � stamtar� e, °l:amp�yd by Register ped farofessiortial. f,i.vi,1, Wine-er, detailing all jaroposed public improvement shall be su.bmi.tted, to: the Epgineering at�ct ort for pproual.," 2, p)E:.L_.Ej_ Corrcl i.•tri.k bs 0hi;eQ, ready! sic i m roverrto►n•ts sha l.l. not,a r ,•arns•trt.lct�.rarn ' �;,f proposed �aubl � co until after the Engineering neeri ng Section has approved Ir4'!In.,� d « corr�r � public :mpr^ovo-mont plans, The ��es�`ti rai'7 may roqu i.re pos t i l°�g of 61 J,Oo% -Bohr and the payment of a s i.gn i ns•t al.l.alti o s•tree•tlighi fee, Also, ' the execution of a p - si aGes ' a:►t permit stalloccur prior t( , tr' the acknowledgment meat o f Ci.t -cipproved public f; cornclarrd,_rrtl.y Wa.t,1r �1 � � � irllj,7rraUE!Crrtw'r'tt "plans," MODIFY Corrrli,'t:i,op 06 'IGoread r g o f uta shall bo ded i cand t rs 'the dd�.'L i,orta 1, ri Int 'y �n�,tb l;i,e �al.ratng the Hall, Blvd, fr w—itag(cw t increase the r;I,gi,--of-W&Y to 413 feet froth co nterl.i ne, "N description for said dedication shral.l be tied to the ri.ghtt-bf-way Antorµl i►�+e as established , h dei;icat�.on CIOCLrrrt�crwt. of �' . r �" �.t� ga lna I t-ty 0rM3 and approved, by t-110 Eng`io ,3ra.rrg section r~i.rai to the i,s swance of Occr.rliy�ncy Perm;is-" 1"1�3i f C,,Ondiltian #7: to Ioi ht use and e executed and r 0co?"ded o n t"•a:'t .� w rn dt-i tewags, i , forms s f trr a�1. •��atrrni �atr�and 1"ry t rh� � . uai.Gl G�gYNrrrrrl'tys sh1a�,1: he' ar't r,}f be reference fer er~rced oi,i and bkor r.> .� r~ �� a r^terrnt tlnt;Wl be all as `l�.���.zb aa1^c 1 deeds, ihil(l it M ! i �ri.r�'r oc#:i.rsry ri, trgtC 1,s '�rarr i` of the' approved lay' t.�' t Ertl .MO t� P 0,'Cuparncy Permits, I l r 1«rl�+h 11•• ly I✓fiwlM�M7Lr \ Il .u.. OR 1{•I�4L{ &O`GE .(r. 1 1 I" e I ;l ! MODIFY FY t�r�r�ri'a tion #-8 to 'r�easi, a , I I nr�ova I of the ►► An arnerided site pl,atn sIII at 1, lay. skA1,•mi tad for �:pl, planning Director,ector•, prior, p N • �,t•ancy i"er•rt�:t.ts p �a a t^�y which includes the fo l lbW i.ng I a, s asA rnxaamom Of 54, n�iand parkiti 9 f dt) . The remaining sp c s may bo de si.grlated for~ compacts tg�.:i,�2 x 1� f���t� b, A mi ni.mt.m of- a secUre bicycle rack spaces located near GN�ci tttaitt entrance1"he r��•act( location and cidsign shall 60.5.6, be,appi ov0d by the Di,rec•k or, TI•aa.s appr,011al is! uali.d ifcxer'r.:i sod within rine year of theI fi.t�aI dcc_a.sa,taty date notod below. ' II I CJ Pf2Oc E.DURE i posted apt~ itl�at a,c�, Notice was putla�,a. i Hall and mailod to. XXX The applicant & r lirsne I »+� .» card wi.thln the required di.s•t>arlce )C?tX Owners of t"�c The affected Moa, hbo l,)ood P lanni,tncg, Ot" arillZat. 1011 XIX Affected g6vernMerrtal atgenI.irs ,r s ion THE C�Ft;x4� c)fll SHALL l»I,. BE 'h'�:ItAL 01\1 �Iwwbctt.�liyo 2 L.......i�.—r Ultl+.»�"8,b AN t�l�r�llr�(:.. S Any pa �' 4�; `t;r� tl�0 d r:i,si.r�t`r rlra apap a1. t h i cle!cilsiarti in accor`darice� ", d raw,r;Li,r.�n '1 . fit taf t�lne�mrtitn`i' y wa`i��n �ac,Laran 2_90(A) ��t"I r G1 wri tt to l appeal nr�tst jne ` �k�u��l,ra`�[tte!r1t Codewl•tii,ril•a prrlva,t;l�s that ::,61 � dad s after: 7 t.a . a+ gwwW n sY IulC7RtER l �:a t i and sent, I The deadi.i.r1e frj1 1 ild,1l9+ Of a ;'ppoal a;J K;.1V PIN`'Y /�O/w L I1 T1 yr3kd InrtuE� airy t�i.t+ 8- pant P10so cath i. ' Lltc� t,x t"�y rw►'t� ' 4 » i i.�at d � �.���p••�'a.►`•p� t)ep;7at trt10t1t, Ta:gar" AshI't bra : ; . + 7, 1"i t at'�ci,' c N' i�ram 9"l'223, 630-'-4171, i , '' `. � /'`..'"�,,yry4'`nG'.✓r' ,r�'7��.�••+�✓.w.«w»»...11»«+w»ra.+w««.W .�..,,:,4"'N«,�.l+.w.7��.•h,..w»«I�w�».,G? IN74,w,«...»..»»«w»w II ✓�r..«ww» »...»»n..a$�.»wM. »w,�a+.»Iw,..uliiw.r;wwww mow..+»...wu«»I«ww in nal t ari I?a e� �rr ra f Pl anr',mgI �?11 �, Jlat t'r' I (�')' A l f i�i t V q► � � I r I r l i C }{�...l�.y{1µ�` .!�+y� J /��{ A�M'. �l""..1.)�FNM1W 1���� V..��1 � M � p 11 ,. ••N I n.r rMl •I I , - , I I .ten. i PLACE UNDER CITY'OF T IGARD LOGO SITE DEVELOPMENT REVIEW SDR 219-84 TIGARD CIVIC CENTER NPO # 1 The Director has modified conditions attached to the approval: of tl» Site Development `Review of the Tigard Civic Center to be constructed on 4.9 acres, 200 ft, South of Burnham; west side of Hall Blvd, (WCTM 2S1 2DA lot 400) el to r L 04 i \, + F � ern1 „ I ' v �e 1 0'MARA SITE DEVELOPMENT REVIEW SDR 1.5-05 ROBERT WYpTT7TUALATIN AUTO' NICO # 3 The Director has appra«ed with conditions a redu:est 'tri establish` an automobile sales business on property zoned C'--G (Commercial General) ., Located'. 112.90 SW Bull. IMiountain Road (WCTM 2S1 10AC lot 1100) , r l a , ILD Q Cr ,. ST LAN I -) m �n (MUIIppClf ,1 CJ sW MUMOOCK r 1 W eyy �-. dM + t I . J R y �) �kLb '0A w to 6 The adopted finding of facts, decision and Statement of tonditiobs can be I obtained from the planning Dpartmerr+.; Tigard xty Hall; 1275 SWI ASh, R.d, Box 23397, Tigard, oregorh 072-23.1The decision shall bo final on October 28, 1906 Argy party' to the` dec1,18i.on I may appeal this decision in accordance with 'on 9,1 2.290(A) ' and Section 13��2:910 of the Comtnuryity DEvelopmCknt code, . which Section ' pwavid0s that a writteh appeal mai be filed within 10 days after 'notice is given -and serif. The Idoadl.ine for filiMg of an appeal iS 431 p,lh1, October 28, 193-5 Tho hearing on' an a0peal. wig be De tVajor I TT Publ i l,3hi lo- 17-95 II a I ry. I' I a, I I I i i I I f' CY n M STAY REPORT AGENDA ITEM 2.2 THURSDAY; FEBRUARY 281 '1985 - 7:00 P.M. TIGAR.D HEARINGS OFFICER DURHAM WASTE TREATMENT PLANT CORNER. 0'F SW TALL AND DURHAM TIGARD, OREGON 97223 A. `ACTS 1. General ;information , CASE: Sensitive Lands Application SL '1--85. REQUEST: To allow thia placement of ,approximately, 76 cubicands of Y fill within year flood plain of Eanno ''Creek on the 1Q0 ea property zoned CBD (Central Business District) and located at 13055 SW Hall Blvd. (Wash. Co. Tax Map 2Sl 2DA lot '400)'0 APPLICANT: City of Tigard DNNER: Same PO Box 2.3397 Tigard, Oregon 97223 2. Background The,` City recently Cit re n 1 y gmined' approval pp vat. for. a partitioning ....and Site , Development °Review of the subject property (MLP _9--84 and SDR 2944),o As a condition' the approval for SDR 29-84, a Sensitive Lands , ; of application ways required ed beca se the r tt o Pp _ 4 LD. :..posed site plan' will necessitate some fill within the Eanno Creek flood plain. ' 3 Vicinity! Inform 10 The 'propc,ty is located on the west side of Hall Blvde and south of I'_ no Creek. All the adjacentro� ertties wes . _t of the stree re partially developed. The land east of Hall t aliss f P zoned CBD', and a p y velop Blvd zoned I—L (Light Industrial): } 4. S ,te Information and r 0 osal Descr�. i .The pioperty is currentlyracant acrd the Fanno Creek 10(1 yeaJ` fx,0od r plain includes the extreme soui:Fern portion of the 1P arced, The Citjj proposes to construct civic center that will include a police office, city, administrative offatcesi and a library:; A small portion of the library and two ax`eas whetoi the land is to bd regraded to a higher +elevatidri $41L be within the f�'btsod plain. The total amowit of fill for ? L h ` - toximately ards 76 cubic y : ese t�"rei�c. Q�rets �ri1 !-atal ayp r r a" I. C AGE l 5TA.F�' REPORTS �- DLP �.�.g,� F k.- 5,* Ate. ency and NPO Comments 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 B, ANALYSIS AND CONCLUSIONS Section 18.$4.040 oftheCode states that the following criteria must be satisfied before Sensitive Lands application may be approved: 1. Land foram alterations shah, 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; 2The land form alteration oV development within the one-hundred year flood plain shallbe allowed only in an area designated as commercial orindustrlal on the comprehensive plan land use map; The land form alteration o'r, development is not located within the floodway; 4. The land :Form alteration or development will not result in any increase in the elevation of the zero--foot -rise floodwayy 5. The land form alteration or development plan includes a pedestrian/bicycle pathway in accordance with the adopted P edestrian/bicycle pathway Tplan, 6. The, for the p6destrian/bicycle pathway indicates than nors,plains will be below' file elevation of aaverage annual flood. pathway wil These criteria cim be addressijd in the following manner 1. The proposed 'land, fl.,ll and grading will not have any significant I impactutp6n the storage capabilities of the flood plain as determined by the City Bnginee2.. 2. The property is within`the'On zone. 1 •he flood 'fringe and, the e r' -ion are within_. t 3. The proposed .alt_ a,t floodway mill be unaffected. l' 4A The City Tngineer has reviewed the proposal and finds that it: will have ij,o affect upon the zero foot rise floodway. 5:&6� The bl;ean path las i�nc'Cer cdat trtiction as par of the ycle/pedestri Fanno Creek Park improvement pro jee, 4 r; STAFF WORT I r C. RECOMMENDATION The Planning staff recommends that SL 1-85 be approved subject to he following conditions: 1« UNLESS OTHERWISE NOTED, "amu CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS* 20 Three (3) sets of plan--profile (crosssection) constriaction plans, stamped by a Registered Professional Civil Engineer, detailing all proposed fi11, 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 comm.encd until after the Engineering Section has issued the approved permit and improvement plans. exercised w f the final 4, Thus a pro�val is valid.,, �.f within one year a j P decision date i i PREFAB D B Keith Liden APPROVEDBY: William A. Monahan Associate Planner Director of Planning & Development RSD:dni /1049P) i i k ti a r . )i l f' STA ' ' REPORT PAGE 3 4' �r ._.. .. .. 3..... ., .,.. a .. .+ ,.. ......». .,....» ,kx...,.. .. .w,.:........,_ ...i .M .14— MEMORANDUM CITY OF TIGARD, OREGON L Planning Section 'February 22, 1985 . TO: g FROM: C.Jty Engineer 1 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: The land formalteration is minimal in scope, (76 cubic yards), and by definition does not cause any narrowing of the floodway r raise in oodwa or decrease in e f1 the O foot rise y a waterlowr 'capaci.ty of the flood plain in that it is located within the flooduay Ifringe". property not residential,& Developingi� ► The land form alteration is not in floodway6 u art of y p c P A bic c1e ath isunder construction as the Fanno Creek Park improvement project (HUD)• ,CYie pa � opoa.ed lana form alteration is to. be - maintained ass lawn and will not result in erosit g tability or any f s r: �n r s�ediuientation round iins other adverse on site or of site effects or k hatart property the nature I, nt ,, _ �s to life or pro aetadiac,.e that, �aar1� ` project of this, .imptoveindrit and th n of the enhance the purpos+� and f�a.nct i flood ilain,� r! t �f g e er►raay`. (FACN-bt/1039B) 5 r S• K' x ,�rpt •� �.. AFFIDAVJ.'I OF MAILING STAT E Uri OREGON ) County' of, Washington ) ss. City 'of 'Tigard ) -1 ,t uu1 sworn? on oath depose h ei.ng L irs Y and s y : (Please Print) or That 1 am a The City Of ,Tigard, Orego That T Served notice of Final Decision tar Planning TJirector d' is a c` py lMarked z h'bit A) u un each of the following' of which 'the attache r 198 ,N'' by mailing to named persons o n the �7"�`�l day o f '� bit b') ,ach of ahem at the address shown on 'Ie �ttacl i list lMark�d Ex> > e os iLed: In the United States Ma h n said notice as hereto a tac'ned, d p --~r postage prepaid. a✓ i � i y rL' the �` = day `of. t ,r signature k'ersnn wllo del' ered to POST'OFFICE Suscr�bcdrnd sworn to before rt�'e on 4th e ' d d y' o f � � 4 , h�),$ 4 ,L1 n 3�� ry , M a at w _, r �y i�'(]1 t V O.k�a GO N trL' �UJJLd:.11 I y` {1} NOTA M My l'tmYt:s's�o1't ,tjare5., _� I' (0257P) 5 7 p f x= i' r � y It• �t � ' CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR-29-84 k f' r- APPLICATION: Request by the ,City of Tigard and Richard Sturgis for Minor Land i Partition and Site Development Review to divide a 4.8 acre parcel into two parcels of 1.0 and 3.8 acnes each, and to allow the es to"slisTnent of the xtew City Hall, 'Police 'Department and Library, and related facilities on property zoned CBD (Central Business District) and located 200 feet south of I 3-W- Burnham on the west side of Ball Blvd. ' (Wash.' Co. Tax Map 2S1 2DA, Tax L, ;r 400). The 'findings and conclusions on whish the Director based his decision � are as noted below. 1, ;a DECISIONS Notice is hereby given that the' Planning Director' for the City of Tigard has APPROVED the _above described applications subject to certain conditions.' The findings and conclusions on which, the llirectoe based his decision are as noted below, 1 A, FINDINGS OFFACTc Back round Information ,� -- � y �.ty for.. this � N� previous land use cases have been reviewed b the 'City property., t 2. Vicinity Info.rniatia_n_ d north • side of Hall Blvd. an The property located an the west of Fanno Creek. All the adjacent properties on the west side u£ 1: the street are also Zoned CBD and. are partia�tly developed. The I, � d i s' F Blvd. �.s coned r~ us trial an land east of Hall ` Blv L (Light` Ind . an ` used by a bus com p , y ` 3. S1te Information and Pri�posal Description The property is presenitly vacant and the Fanno Creek flood plain includes the extreme southern portion of the property. ` j The applir' ant proposes to divide the property into two parcels oe, 1�0 and3'.8 acres in s3.ze, with 77 and 195 feet of frontag w:.. pt respectivelyThe smaller arcel is to remain Blvd. on Hall Bl un deirelo ped at� this timei � i-•W f.=.t. `,,r ; larger bract is to be utilized for the The g City' of Tigard Civic ' ?toxiruatel Ce'clti� r''� The Center will include a police station (app P 9 a0t� s ua libr� (approximately 11 5601 square feet)i Y C pP �' tratxve o' and adm i-ji s o f,icea� (appro i� atel y 11�070 squire , feet)i re �e�t Tk e eta'or driveway acts lss d�hall be 0,M Ha11 blvd , witvr� secondary { J ache;>IG pro'vi.rled to iZurri;k►am Street. ;I�he parking axr,a ca3l . ; c1:ut . ' p�,r1� ,xtg � espaes it p nt1I ardarcbr Cotp, c3handica? Laud, ir:a ing t„oi��ti ting px" nt< ,r�Lly of ifec .duouo and iwa `gree I � tree and awn w stir "Ound Jhe 1atli ld tig acid taatkit g ate�l NOTICE OF DECISION 9DR 29y84 & MLF 444 FACE �. ._.,. . , , r 4. Agency, and NpO!Comments The Engineering Division has the following comments: a, A public improvement project on Hall Blvd. is presently being cnras�,dered between the railroad tracks and Fenno Creel » Half • rovements will be necessary along the 'Hall` Blvd, street m P frontage. n `n a b. A`ISensitive Lands permit is required prior to depc�si�� g Y land fill within the 1001year, flood plain. • i lowing: he f of .. tee. t i hwa Di vis �.on no to��. H _Y The S g a. The general site development is acceptable 'but additional information regarding the highway11 frontage r_onstruci ;,gin is necessary before a complete e'valuat'ion can be made. nate however, the access b. The partitioning concept is aPPro P , to the, smaller parcel 'should be lim, ed to the southeastern corner when it is developed. The Tualatin Rural Fire Protection District has the If ollowing comments: z a. Fire Department access roadway surface shall be of all weather , type capable of carry' g' Amposed loads of not CEO 000 pQ .nds total. ' UFC 10�207(a) lessthan � Turning radius in fire Department access roadways) shall 'be> b� (UFC not less than30 fejt inside and 52 feet outside. 10.207(a) e If meeting the turriing radius requirements above; is a problem, then move the automa-tie sprinkler connections out to; the street's C, Vertical clearance for Fire Department access roadways shall be not less than 13--feet 6 inches (PFC 10.2.07(a)• roved water supply ca able of supplying d. provide an app P rewired fire flow for fire protection to all premises upon wh:Lch-'buildings or portions of buildings are constructed. UFC 1o: 0 (F) ed lams is not tin approval of oini scions Approval. - submitted p y e p1P� L of shbmi . , ,- - y � p � pith an ersi Its b the s Office or. . ' of non�com lienee ar li Y l Rovernmont PP calble rtag�ulati,ons of the local , �r j:ittlt n comments. NPO #1 has not I5ixbTAItter anJ NAL S L �' 1' S i:�'N» ► Oli Ch J he wo 7osed ,av,g ijj pone,l at,,ent 1 with the regi irevieut�� P S, ig+� or code,i C'h�s CDD �oaie d�y�s 'i�lot Naivemin mt�,m lot s. x, re avialable to the r � ,sety 011.1 9 e. e tandax�1�, axld,;a decltia. -84 PAGE NOTICE Op DFCISIo - 5DR 29-84$4 & W4 , n _ µ e development is also consistent with City regulations for The proposed sit P lot coverage, setbacks; building height, and visoL _landsca in 9 on F� g clearance. There are two items 'that.will require further eonsiderati Parking, , l g 2 es 7 - parking sac � y The site plan exceeds the required umber of p F However, it is not clear ,how many, are to be standard and compact �,-red' to be for spaces. The code allows dor '25/ of the requ spaces compacts and therefore, a minimum of 54 spaces must be devoted to fttll-size. automobiles. The code also specifies that one bicycle rack space be provided 'for every, ..15 required vehicle spaces. The S necessary, bicycle' spaces should be located near the main entrance, preferably rxnder cover. 2. Sensitive Lando "��";,��p sed site plan wilX in some fill and regrading Since a Sensitive Lands Permit 1,S' within the 100 year flood pa�a `n'rante'�d b the Hearings Officer necessary. This permit mush be g - y before the i ntiation of any work within the flood plain. C. DECISION The Planning Director approves MLP 9-84- sub ject to the following civ dition: 1. After review and app roval by :the Planning Director and Public Woos. Director, the ,partitioning shall be ecorded with ,Washington County': 2. Thar; approval is valid' if exercised wiithin cine year of the fiiia� decision date noted below. e Plannin Director approves SDR 2984 subject to the following Th g conditionsb uANCE 1. 'UNLESS OTHERWISE VO TEl?} ALL CONDITIONS SI1ALL BE MET PRIOR TO ISS OF Buhl= PERMITS. 2 Standard half street improvements including, a bikepath and bus :turxx out sidewalk', curb; streetlights, dtiv,e1aay apron; storm drainage anti utilities shall be ins tailed along tht. S Blvd« frontage. Said i�mptovements along S:W. [all B�wv . shall be built , to hed111 m to th.c a'Li nment to be estaiis` Arterial standards and conior g P 1 bre t'he City and Statc, Engineer e) . A15ove im ~ovement's haT Completed as, a condit;i.on of occupancy• plan .. toft e I�ttbii,i� ilmp rovemen�i. elonstxuc tiOtl plans E'xve + 5) sets n i Pby' ' a tiot; citast estiiy�ate stamped, ' 1 and n r�+� C 1, itemiz sitt'tl c i �e it , � eta3�.tr�g Ali, proplose�l i.b'li,c cd con jjegistie ir,ed Professional Civil E1ig y imupra t;,s uhaI L submy tilted t t�Yiie U,ngi'iyeering app:rova+i a 4 1~�, si�We�' i ari� ofile iaeltril�l .IS at aal putt ;I Sanitgt p building pe"Mi t plans« ;� � J 7 NOTICE Or D CISIUI� -- 181)it 29-84 � MLS '4-84 ?�ACIJ 3 1 ! rl. i .me nc�e �snt i 1 �. oar 5. Construction of proposed public improvement shall not c after the Engineering Section Iaa.s approved public improvement: plans. The Section may ,require posting of a 100% Performance Bond and the r ion L g g lso,` the execut {. payment of a sign n installation/streetli ht fee. A p all occur prior for o of a state strut openingerm3.t shall r ,. concurrently with the acknowledgment of city-approved public improvement plans. the _b Additional right--of-.way shall be dedicated. to the public along torn Hall Blvd.. frontage to increase the right-of v�ay to 45 feet f cen.ter:line. The description for said dedication shall be tied to the shed by City of Tigard. The establi forms and approved by the right-c1-w,-._,y centerline as dedication &9cument shall' be on City EngineeringSection: Joint use maintenance agreements shall be elMecute and recorded 7. Said agreements on City stand rd forms for all common driveways• shall 'b referenced on a:nd become part of all applicable parcel 1 . Said agreement' ' shall be approved by' the Engineering Section. s fi . deed !' plan shall be submitted far approval of the i?lann ng 8. An amended site p } Director which 'includes the following: space 9 x 18 feet). The a. A minimum of 54 standard parking p s (8-1/2 x 15 ated for compact remaining spaces may, be design feet b. A mio ,mum of 5 secure bicycle rack spaces located near the in entrance •he rack location an g be T� ma shall also �:or. d desi n � approved by the Direct sitive Lands Perm shall be granted by the Hearings Officer A `Sen flood he 100 ear prior to any filling or landtorm ,al.terata.on within t y plain of Vanno G`.reekm royal is valid if exerciseId within. ''one year of the final to This approval decision date noted below. w D PF].FLOCJR E �I�X .' at city Hall d y l�oticetice way published �.'rA the newsPa jPer, � poste aid mailed to o ,nerg ca nt w ` '�X The',, 1 P �-- the required dis tanlue VV 00n.ers iif 'ecord Within q _,..�,�.r�.j.�::,�._ 5 �1balrhood pla'tn gig 0i-gain�lga tion 11LL.,,-r 1•.-+ -..7 offd..cteid �e.� ; agencies C! , KX �ffeetel g" exhrnental Clad Dei,gion i �� Y.'.. u VIM!, �UD.11CL TkP11 +iT�i���C �I�IUI S��AL�+t. ]•il � I.�F1AT! � '. �. u1s....a.r1...+..u.,...M.l..t,..tu.d i ti W .. M ' 1�-5�+ - 'AGF; 4 k 29-8 " I` 1�0`fxLE 0F' �ECl�lO� S I� 4 i r• 3. Appear; t Any party t.o 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 must be filed with the CITY RECORDER within 10 days after notice,3.s given andsent. The deadline for filing. of an appeal is 4:30 P.M. 4. Questions: If you have any questions, please calf the City of, Tigard Planning Department, Tigard City Hall, 12755 Svc' Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171• 2-7-85 W riam A» Mona an, Director of Planning & Development BATE APPROVED (K6L:0994Phmr) iF 1 f �. • u.• ',1 �11AIr fit;' I ., 1 P moi^✓ y � J ,`r`� � �, I a ti G0Y31OH 9-84 & ILD 4-84 PAGE g s r '1 f ,�. ° By VAN S C;MIP X�1l L 0, 13ax ..33} fr`1'ig-rd p Ore'on 9722.1 8800 SW 57th Ave. � Portland, OR 97219 Snti t:lt/l:)tall 1'ar.n��rsl ipA t11rc1 . ROEE:?'P RANDAL`I COMPANY 209 15' SW 105 Ave. 9500 ,SW 13�►bur Blvd.Tu.al<;ti�n, Or' 97062 E,'ot'tia d, Oregon 97219 40 Richard Sturgis 2216 SSW Sunset Blvd. Po'r t lend, Oregon 97201 Gareth Ott r , , 905 S.W D . d�,,c.waad Tigard s Oreg0ti 97223 100 501 AMBER INVESTMENT CO. 5555 SW 107th Becavertdpv OR 97005 200 1<iEOH/' % S CHMI:TZ 10950 'SW Fai,rhauen Way Vt gard,,, Oregon 97223 , c 300 SCHRAMh1 12530' '1 W Ha'l.l Uloid. 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BOX 127 • TUALA'TIN, OREGON 97062 s PHONE 682-2601 jarjUaT.y, J0# 1985r JAN 15 198E 1:305,15 SW HALL BL' SITE-119.�000 CITE' OF TIGARD Insp Type � RSW SI iii pLAIJNING REPT D*1ar Keith Liden� ?) 3"'kis hate i 0n ��7.�° � u Pt Site, elan Revs has been co dsict1,d for 'I.igard' civic C0rtte'r r, r. �µ a f h . h in acr� ordar�►e i. th Uni��at m �°��� +�t�d� �r ��� i � � �! � 'C'+� Ux fire C1cAt► hydrant rs ti a,nd c i,reet acce kcs, � fire appa.r atUS, i 8:46 rine Dopartalent access roadway surface sh�~�'l1 �,e 0.1~ 10''i1- s a b1e or carrying imp sed loads ��" r�,t 10� � s r rt i rt r; ,rt Fire' e ^t'�v std ! a c c O s s r 0��w�`a t4 t s� -I,* not sS tit-Irt 0 feet fns idLa and 2 fipet cut side. U,1,0 Y 20"' ' I I ' i».►4.1.9 ve t o c , rp t e f o r i' e p e r"t ri e rt r"o a d � y h : : eIn rg � S t1iart 1,3_ fee 6 inch , U[ C �.+�, ��07���� i u e i t thet urrtiin radi,u require eats above i p'r�'�hiem, the ��ove ohm! au��'c�mati.c sprits +r ct,rtes„� t ' out to,th,d stret. all �. ��► apprcyed water sup P1.� apab lea o-P sj po ly ing rm tai �, � �a.'r' �► e�,c�ir.,d � � which bv! i ,dings r>r prat Ons h Edi. cgs are con truct0d, .�x " gra I ��� to rrs i s S i o ll 209' ) ArP'PV Va sof tuhrxti ttod ��l"t�P1s: lis 1100 x�r, pp C � qtr ower1ights b thi, ti"r�i.C� or of nom,' � �p�a�Y�r�c + ��i�h ��� pia .'ic hie re; twli ov,ernmen ynP M M di , • s +y Cul q .; P 14n ' »r2 . a h�y�� �,ues,t�.0�.S, p�,ea.�e _ 0.»etocontac1�o o F'ir tw r► i t UT's isQ p n REQUESTS FOR CQMENTS TO: OATE: 1 December 19. 1-984 FROM: Tigard Planning Department EtE: Request by the Cit r of Turd for S Develo �n review (SDR 29-84) to R .e allow the establish.ement of the new City Hall, Polk,_•Dept• and Librax r and related facilities on property zoned CBD (Central Business Dist�rict„)_,,LOCATED' 200 ti south of SW Burnham ori the west side of Hall Blvd. (WCTM 25,1 21)A lot 400`) . , Attached is the Site Plan and applicant's statement for your reviea w• Fr6 information supplied by variou,ls departments and agencies and from other , staff, a report and recommendation will be information available to our rc p tposal in the near future. prepared and a dec i.s xor4, will be rendered on the Jars. if you .wish to comment on .his applications we need your comments by _ p w or attach a 3rd 19 Y P ` .^..�.. . 85 You may use the space ue are urn bl,etaores and b the ter to return your comments ,above, . and 'Separatect Hated below with your comments -�.r.�.._....;2:aL Please, phone, the, staff e'atta possible., if you have any nts x:c� writing .goon as P De artment confirm your comrne ter; contact the Tigard Plann7llng p ,� P 0• questions re and rt this mall 9 f� rd, OR 97223., Phone X39-4171., � Box, 233y T, Burnham and A�ih Ave• , Tiga Keith Liden STAFFCONITACT P1,EAaE Ctrl"ECIC THE �'`01uLOW1I1u ITEMS THAT APPLY: ` 'We have i;ev ewed the proposal and have noobjc�cl:ityns to it. Please contact of our Office. Please to the enclosed lettere mme n t s.a rx:tten4�A ._. �. It r. w� 'Naxne of Person Comment x t1g --- Phone No: 1`ECSL 'm/O�aSP� _p .., ,. NOTIFxCAT10N 'LIST FOR ALL APPLICATLON5 i; NPO NO* PO No. j I .2. CITY DEPARTMENTS'AR TME N TS c , s Building Inspector Engineering--Randy Parks, and Recreation Engineering-Frank/John 3. SPECIAL DISTRICTS Metzger W.D. Tualatin R4F.P.D• Washington CoF.B. to� 1 School Dist. No. 48 (Beaverton) . . � School Dist. No. 23J '(Tigard) ' Tigard' W.D. 4. AFFECTED JURISDICTIONS x l Wash.CoLand Use & Trans.De t,.. p City Counci �- , Planning in Commission Boundary Conunission E Planning Department ,METRO i STN �'J. A.,C AGIE is , Aera�nautbcs Divh (ODOT) 60CAMI Engineer Division of :tate Lands 1 Commerce Dept M.H. Park - Heal L,h Boar�4„ of ....._.. ; Hi hway Div�b - Tetry Flintz ,� Fish & Wildlife g Parks & Recrea. Div. (ODOT) LCDC S�ibt� rrisi,onuperv1sor PUG, Dept, ofEnergy Fite Marshall' Depty of E�:�uiron. Quality' Other 6: kEDERAL ... AGENCIES Corps,' Of Engineers Other -. ... _ . Post office 7 SPECIAL 'ACENCIES General Teleph0n n era! Electric portlaiid e Other PAC a.fzc Northwest De11 - Ilorthwest Natural; Ca -8. R8QU8.STs FOILCOMMENT SENT _:.,.. .... a... � . .._;....., �i E ti W. i 1 i REQUESTS FOR COM14ENTS r DATE: December 19. 1984 TO: ---------- FROM: Tigard Planning 'Depa'rtanen RE Re nest b the'City of T*tfor Sits beyel.o t review ( S DR 29_•134) to - Sitehard -__ ymen allow the e5tebli hement of the new Cit Hall, police Dept.. and Library and _ ro ert zoned SBD (Central Business LOCATED: related facilities 'on p SW Burnham 'on the west side of Hall BlVd�(_W�TM 2S 1 2DA lot 400) 2 f. sotat:1 1 of ._. + our review. From Attached is th.e Site Plan` and applicant s statement for y y P` d agencie:� and from other, information supplied b various de artments_ an on available to our staff a report and recommendation will be Information he rear future„, Jan _ prepared and a decision wY.11 be tendered on the proposal an d your comments b I.f you wish to comment on this application, 'we nee y ,_.,.�.�.�...� � provide d below or attach i 3rd . 19«1 y au are unable to respond by !e 8S n Your coauuents use theIfs.► return y contact , .;r.Y.... s and separate Letter to ret., • c P Ped below with our ou�have any phone: the staft., above date 1 r lcattcm�n`i ani writin8 as soon as possible. If Y confinii •rot IDe artment, questions, rte arding thus matter, <-contact the Tigard Plairning p f'•0• q g � Box 23397, Burnham and A�ily Ave. , T�.gard, OR c7223a ret , W" STAFF CONTACT. Ke i t'hi L ideal - Wt -�--- . a PLEASE CNZCK THE FOLL OWING 11 ITEMS TIl3AT 'APPLY: We have revie ied the proposal and have no !gib DEC3 1 1984 Please contact' of Dur office a - ed 'l etterA CITY' O� TIGA D she entlos refer t o..t � �r ple�as e P� Pq.p► I r t C E C' o:nzn w i PF r. Mattie of 1'ersU n� uot�untrt�t i.ng :Phone No. �kSLiptri 056p) i Ai 'L ,........ ,,.. ,.., r is i ri REQUESTS FOR COMMENTS TODATE: December i 9. !9$4 �,. FROM: Tigar planning D artment r Review (SDR KE Re uestb Cit ofor Site Develo we29-84_) to the fTi and allow the establishement of the new- City Hall, Police Dept. , and Library and related facilities on property zoned CBD .(Central Business District) LOCATED: ., GGG ft. south of SW Buurrii;a,m on the west side of Halms d. (WCT4 2S1 2DA 101 400) Attsches3 i?; the Site Plan and applicant's statement for your review. From information supplied by variog us departments , and agencies and from other information available to .;our, staff, a report 'arid, recommendation will be prepared and a decision ,w .11 be rendered in the proposal in the near future. • need your comments by Jan. If you wish to comment on this applicatLon, we 3rd A 19 8 . You may use the space provided below or attach a separate letter to return your comments. if you are unable to respond. by the ' aboyp date, please phone the staff contact noted below with your doama►ents and confirm your',' comment in wrjt ing as soon as possible. X ya anent have P�(3y e est ons re gard;i.n this matter, contact the Tigard PlEa['nninp', hepar , q 8. g g j Box 23397, :Bturnhir an and Ash:Ave,;' Ti and OR . 7223° Phone: 639-4 :71. • Keith hiden STAFF CONTACT. PLEASE CHECK. THE FOLLOWING ITEMS THAT APPLY: and have no objections to it« We havle reviewed the proposal; J Please contact of our o P. f Tice» Please refer to the enclosed Metter. �-' lC i t t._dQ_.-c Oml„,tte:n t s..r. �� ._...�_,....._..• �s : oe- 4 Name of VersonCocnmeht thg y Phone Nb y (KSL ip +/b356P) j g a'Mi.. "tilL. y 4 l CITY OF T'IGARD, OREGON " � ENGINEERING SERVICES REVIEW CHECKLIST S CHECK Z`�""� SUBMITTAL REVIEW OF _ (TF ITC.M WA5 DATE Z;--Zg_�g. - CONS 1 DERE D) 4 [NAME.• �"�` '� U' yC T) AGENCY COORDINATION (OR) PERMIT CONSIDERATIONS: A) Federal i C.O.E. , •F:E.M.A. , ♦U,S.P,S. B S tate L.G.D.0„ , •State,'.Lands, Commerce Dept, ,: Board of ;Health, O.D•O.T: , B-.R.C. , PU.Ci , Water Resources Wildlife, i D.E. Parks & Recreation.` I i L C) Regional Metro Tri-Met• '` . . . . . . . •.lth•be•t« .Land Use Transportation Health �� H rksP .A. Public 4�0 � .~ww U S , r. 1) City of Tigard. Development Services, Operations, Building, Engineering, Engineer, Finance; Administration, Council, Planning Con mission, Park Board; (NOTE'; Pg. # 2 for details,; hereinreg��rd) 2) Other Fa re 'District, P.G.E. ; N.W: ,Llatural Gas, Water District , Telco, Storer Cable,, Solid Wastej. Private owners p, II School District TT) GENERAL CONFOR`ANCE �0NS TDE R AT IONS , I A) ITransportationiSystem i i 4 . i • l 1) City of Tigard: a C 0 m re h e ns �Ve Plan � p I i ' " on(s) .ct G 1a ssif'cata I 'b) 5tro a) Bike/Pendestrian Path ''Plah d) Traffic: Studies (CH M Hil]L 5r STRAM) in ander 'Construction n Pend r E x�.,�t�. 9 I Ie) � 2 Regional Transportation Plan ♦ i i' • i • • i i i i' Y i 4 • i . i B) SeWer�►ge Systern . : . ” . : . 1) City of 'Tigard a) Master SeW,erage Pls.n h) V��.sting'y Parda.lzcj, Under Co ns tru +wtion az n�. o � Regio n . Pla 5eW�ra g 2) Un�.fxed a Age g, C). 8torMWater' Rundff System :`: i - �) City of.'Tigard! Plan a n ' H M Hill)a.i�,� e 2 a) Master l7ra , g b) 4 T:S: ; CLC)4E. Maps '(F`it�o lain ,ir Sel'lsitirte Lands) 2) Regional BtormWater Management Plan . . : : . t ii DeVeispme ttan , D Pa�k & GreenWa} Capitol Improvement 'Program i i 4 4 i : i 4 s 4 i i i i 4 i q , 4 4 4 4 4 • i ♦ . :i 44 • i i) city of Tigard 2) Was-hinrton County I.. c o ENGINEERING SERVICES REVIEW CHECKLIST (Cont'd) w F) L:I.D Development & Non--Remonstrance Status . . . [] ITEM #T(E) DEAILS: Sensitive Lands Comp,. Plan Amendment'. .❑ Floodplain. . . . . . . . . . . . .. . . . . . ... . Zone Change. . . .❑ Major/Minor Partition. J3 Conditional Use. . � Planned Development . . . . . . . . . . . .0 Temporary Use . . . . . Annexation. .❑ Variance. . ❑ Building' Permit : o' , Nonconforming Use. ❑ Sewer Connection Permit. -. 4 Ny_vmoAccessory Structure . . . . . . 'Sign : . »dam Tree Removal',Permit.'.,. ;�0�;�`'�', g Permit. � �1'�- Fill Permit. -. . » : . . . : . ,❑ Blasting` Permit. . » . Street Opening Special Assessment. . : s Compliance; Agreement. . . . . ... ., . » .d Business.Tax,: . . . .❑ Detailed Plan. » . Z ,,D fees. . . .,: . . . . ,, . : . . . . : : . . . Dedication. . . Joint: Use Agreement. Ea8OGM(Z.nt . . . ., : �. . . . ." . . . . . . . . . 0,11 Maintenance Ac reeme nt SystOM Dev,elopMen`: Charges: Ext.ira Capacity Streets. . . . . . . . ❑ Rec, eation Facilities: . . . . .® tr�rm S Dra.�n�� e Improvement. . . . . 5 P . Sanitary Sewer Surcharge. . . . . . :d LIT) SPECIAL CONCERNS A) That this information (form) be 'routed to the City Engineer for revieW and comment: . : : , . . : : . : : . : : . : Yes;di, , M No ❑ Ile , "Q 04 4-StVA e Ila 1W 'Q1 aA, �.�. paIS OT ,. V+1�'• , ,.,+�" 'W'1'.,."'.r' :�,.`. W � .+ .,r" ` �v1�Y.. :. "I�� C�y �j," 01„ .C� �.`r,.. � .'.. ' ,iwl„ ' 4 . as v � y y r , ENGINEERING SERVICES REVIEW (:;.FCKLIST (Cont'd) TV,) RECOMMENDATIONS: A) Apply the "Standard Conditions`" noted on pages 44-- 6 (herein) . tA rT. I 1 ; i I I ` I I { s' i I 1 NOTE., : sheets �.t hec,essar�} ti , Attach additional 1e 3 1� I I d�. i STANDARDCONDITIONS UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE :MEI" PRIOR ro ISSUANCE. OF BUILDING PERMITS r �r4 bus ;�c.'r�'r► e►�'� 4 sidewalk 1 -•��'� Standard half-street , including f, curb , ------- - g utilities i atr cerrl.i hts, y apron(s), s t o r�rr drainage acrd drivewa aero shall be installed along the . , out Said `improvements along � '� �-• � f r•ontage, - z be built 1 t t __ [ ' shall - standards rind conT"orin to\ the ali,grimeht t r SEandard1a'lf-gtrr�et improvement/ including side��,alks, curbs, g way aprons, storm drainage and utilities (delete streetlights, ',driveway inapplicable items `shall. be instcalled along the frontage, Said improvements along r shall bo built to sten dards and c:orif''orm to the alignment of Lf. existin.ad car) g �aceht ampravernents and ,. iml rovemeht construct ion pl���ns `Ian�pk�of 1e p�blo l�,, p ��ed consti^ustampeda gets oil- P gaud orne (1) zteri _ c n costa estamat�a, by iRel I ttee-ed Profes,slonal :Cavil. E lgil�roer, det:kiIing a,11 proposed pub tic „ in 5ectIon 9�or e t c -En ineer irni�rovements' ha11 , be submitted t4i h g g II .� ;�u a�p�p�roval', z Sal, 'tar sewer lan--prof lie do:tai is 0hal'! be provided � s part of the s y p _. to w Cohstructian of Proposed public improvements shall. not commence until v p p after the Engilnering Section has approved public improvement - Performance 8ohd, p sea.taon requar ostin '01 �n posting s, The p a 100 ?� the payment plans,' P-y vF a -Tmt- sigh �nstaliatian/str~eetlight fee. Also, the eKecUtioh of a kstreeit opehxhg permit " shall 'occur p� for to, or concurrently With the i tl .e + " y VlGa I F , � k. �;�... pp a,d public improvement lens, SES. �1t ENCLOSED HANDOUT GIVING MORS a rov . SPECI'FxG INFORMATION RE OAROM; FEE SCH S1 �ONarNG AIVD AGREEMENTS, 4 1I � .. u' 1 s' a 1 t e . Cit of I"�. at' h d ��o h g A one �1' ) foot` reserve strap granted y .� be provided at the tern hus of. ` Public along the the g !: t d to - ded ace �- �--of--Wa ' shall. .be , Additional : ragh y . �, � "C,�:rr frohtage to increase Lhe right -of--�aay deici feet from cerrterlrr�e !'he < rvipt-)ill for said � )! , did ca steal l b . t Od to the 4: 6j4*gig4 right-bf-Way+ cL toe >l�t� as {, established by The 'dedacatioh document shill be on .City tirorms and appro �c d by the �.. RE �tii �ngxheer�ng 5ecti.ol�r a° DEnI:Cf�llrxOl� FOaM8 ANO x.N�l itUC Til.�N� A l �'�� .1���.�"x�iC� �»•�'"'ice..� � �'�'` �''A' •�''' u� �, � "' }'' : .,..,.... 2 Additional ri(Aht of way shaj l be dod icated to tl',cy Public alung the frontage to increase the right---of—Way to feE�tFrr�mycenterline. 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. ✓� Joint use and maintenance acgreements shall bQ executed and recorded on City standard forms For all coimi,non driveways; Said agreements shall be referenced uw+ dnd bo;come part of a1.1, applicable Par c:rl Deeds. Said agreement shall 1.10 approved by the Engineering Section. E ENCLOS JOINT U SE AND MAINTENANCE AGRLE HENT F FRMS AR ED i Street Centerline Monumentation 1, In accordance with ORS 9z',,060 subsection (2)j the; centerl i nes of all street and roadway right—of shall. be *c numen ed before the City shall accept a street improvement 2. All centerline monuments shall be placed' in 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, yet a, 'All centet^l�.ne ce nter'•line a;nt�r�rsec�� Tnt:ersections treated With "collectol^" or 0t!h01 . e�ti!3t11,ng �treet3, Shall. be set when the cen erl7,ne alighn��nt cif ' said "cal,llai;tar°` or b other street has been ettablishod by or` for th���,l�CLtwy . i b, Center of all. cul-de--sacs; i i when their c, Curve points, Point of inter wt�i pm (P,)l.. y s , ,QMerit otherwise p ins rde ,th��. 1 xmi i s o f the p<�i� position ¢�.,ls 6-e nning and ending' pojhts (aiC, and E G, ) d, Al,I sanitary and stom►, locations shall be in positions tihat do not I'Aterfer•0 with cehterlihe manumeh,tiAt'On r The ,�Ure sha,l i °iba.3is of b,�arang '' far the Plat o� y Which i s a part of 1�It -------- 1e T i`gard Fie 1 d be � ► Survey Network, After review and a , ' d Pub!i Work s with.WashI�uri Ppi Dual by the Planning Director �f��toh County, Directory the r nal Plat shall be recar (RSCbs/0727P� r iLLLLLLL 06, ............. ..................0 s a as i 3c. M r A Ml ER I . Oregon Land Title Association �S .�► �1'�1111U11i19 SIva S Policy Coverage 1'olI ; i-n Standard i' I� ,L. ,I rl a , I f�C.�LIC r O �f11"LE INSURANCE NC E ISSUED BY F • • ; • ► o� n .1's��, m�r,�� T'i��� Insurt pY ,�° An assumed business name of TITLE INSURANCE(`;OMPANY PF OREGON 1: t f policy of ti le this o c f aid for s led the Company,, .tar`a valuable consideration,,p parties p y B P P Y Sr;hedule A, does hereby'insure the maned as i;rrsurance,an Othe numberodatenand, mount of led ch are shown In A Insured in Sc al reg resentative;p of such Insured,of if a-.0rporation,Its successors by Schedule A,the heirs;devisees►person p ,B g . dissolution neer er or consolidation, against direct floss or damal a not exceeding the amount stated in Schedule A P company y g P Y provided In the I g together with costs, attorneys' fees and expenses which the Com an may be obligated to a as Conditions and y aeon of. sured shall sustain b re Stipulations hereof which,the In , d Sti ulati 1. Title to the land descf�Ibcd in Schedule A being vested, at the date hereof, otherwise 4 than as herein;stated;u0r 2, Unmarkilttabilit+y,at tht; title hereof,of the title to said land of any`rester;named hereift,j I unless s;IAch unnatarket;tibila., exists bcau,se of sic f<.�ts, liens, tyncllumbr,an;res t►r ath ,r matters !shown or referi�recl to in Schedule 33; or any.deftict in, or,tiL-n or chcunfrbrame _ .-erred to a,lt Schedule bi or ex h r.o not shown or r�f on,said title��,is1ldng a, t'the da, to e e f eluded from cov°rage Its i'he Schedule of Escclu:iioiis from Ctsdlirera else; or �, : , tt'u It sl,lowr�a Itti Schedule l �, � I �e ex.el .ion ofany mortgage or deed of N I Any tel ect In the ciut securing an indebtednleeis,'Ithe;owner of which is Insured by thi,i pallicy,bu't only Insofar as such defect affects the lien or charge of such mortgage or deed of trust utton said ; land; or i , 1! 4, Priority, at`t!he date hereof, over any such mortgage or decd of trust; Of any .lien o,'r encumbrance upon said land,except as shown in Schedule 13 such mortgage or deed of I trust being shown in the order of its priority. ! all subject,however, to the Schedule of Exclusions from Coverage and the Conditions and&tipulatians Hereto annexed, which, to ether Nvith Schedlulles A and B are hereby made a part of this p,olil�y g m ij,�t4lp,a wbe e0f, TITLE INSURANCE (COMPANY OF OREGON'has caused Its corporate nam; and seal to ue hereunto affixed and authenticated by the facsimile signatutes of its presidenit and Secretary,provided this policy is vaUd only when countersigned by a'duly am;thorized officer or agent of the corpotation, I II tllrs`r AWN T17Ls fi`IS MANCE COMPANY or�)NtGoN A » , COUntdrsigned wY t3y . r r �Rir�IDLN`T` I r SECRETOY AUthbri2ed Of fiddr I � V I 4 'i ,pmM»MW1Kwa'i 'T."1"'"�.r w.141�.�r • .. ..... ... .:........... .. .i..,.... 'r. r A ✓.4Aa•u AJ 4—A A� 'VA L11%.4 4J✓I.V 1I.J A.-AL4J 111 \J�.d IJLJ A 1.1 IL%Y A./ This policy does not insure against loss c" 'image by reason of the following: f: Any'law, ordinance or governmental r ,.Ration (incl uding but not limited to buildling ar' . zoning ordinances) restricting or regulating or prohibiting a occupancy, use or L enjoyment of the land or replating the character, dimensions;, or location of any improvement now or hereafter erected on said land,or prohibiting a separation I in ownership I or a reduc- tion in the dimensions or area of any lot or parcel of land, 2 mental rights police power or eminent domain unless notice of the exercise o 1 rights Ii° e C7ovrrrn rs in rh public records at the date hereof. f st.cn tpa, a 3. Title to any property beyond the lines of the land expressly described' in Schedule A or title` to streets,,roads, avenues, lanes, ways or waterways ion which such land abuts,or the right to maintain therein vaults,,tunnels, ramps or any other structure or improvement; or any rights or easements therein unless this polity,specifically provides that such property, rights or,easements are insured,except that if the land abuts upon one or more physicaliy open streets or highways this policy insures the ordinary`rights of abutting owners for access to one of such ,streets or highways, unless othvmwise excepted or excluded herein. 4. Defects, liens, encumbrances, adverse claims against the title as insured o;r other n(latters (1) created,suffered,assumed or agreed to I by the Insured'clatming loss or damage; or �2) known to the Insured Claimant either at the date of this policy or at the date such Insured Claimant acquired an estate or interest insured by this policy and not shown by the;public records, unless disclosut:e thereof in writing by the Insured shall have been made to the Company prior to,the state 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 to encumbrancer for value without knowledge, 6. Usury or claims of usury. 7. "Consumer credit protection," "truth-in-lending," or simila .law. CONDITIONS AND STS PULATIONS 1. DEFINITION OF TERMS subject to all of the conditions and by reason of claimed unirtarka'tabtliey of Thr following terms when used to stipulations hereof. title, then all liability of the Company g PROSECUTION OF in rpt,,;arid to the,subject mac such rt or matter' -shin lis mean:. 3. DEFENSE AND g shall cease (a) land the land describeterminate; ' „ GIVEN BY THE INSURE9a that Y ' actte:►r d, C6AIM TO dE 'provided, prejudice specifically or by reference, in Schedule A IONS-NOTICE OF fa and to shalldin no case A and improvements affixed thereto (a) The Company, at its own cost the�tlatm of any Insured unless the Com. which by law constitute real property; and without undue: delay shall provide pan1Y`.shall be actually prejudiced by (b) "public records": those records (1) for the defense of the Insured to all such failure and then only ro'the extent which impart`constructive notice of mat- litigation consisting of actions or pro- of stick prejudice"- ters r�rlattng to said land,' ceedings commena�el against the insured+ (c) '1Che Cottxpany shall harre the u or defenses, restraining,orders, or to right at it nor rocestitul�e and (c)"kn,owledge."":,cr, 'al knowledge g s avvr,'r cost to to not constructive knowl►dgge or notice )unctions interposed against a foreclosure prosecute any actio p eding;or do which may be imputed to the Insured by t>r sale of the mortgage and indebtedness any other act which in ccs opinion may inion Covered 'by this policy or a sale of the he necessary or desirable to establish the reason of any public recol:ds; e�scate or interest to said land' or 2 for title of the estate or interest or the (d)'"date°':the effective date, such action as mq be Appropriate co of the Mort a,�e as insured and the Corm (t,) "Mort mortgage, deed of escabli;th the title of the estate or interest pony may take any appropriate actimui trust,, trust deed, or other security in- or the ken of the'murrgge as insured, uncle; ;,e terms of this policy whether or strunienc; an'd which litigation or ar;on in any of such no,t it shall'be liable thereunder and shall "". events i5 Founded upon an alleged defect, nor therebycohcede liabilityor +waive namec'l as Insured, and if the owner tet lien or ent:umbrance insured a ainst by parties this olio ,and may pursue any litigation arrry provisin of this policy. p Y - his policy (.) r party _ _ where t .she indebtedness secured. by a mortgage . (d) In all cases p y to final determination in the court of shown in Schedule b is named as an last resort' peri-nits or requires the Company, to Insured in Schedule A, the Insured shall pi-osecute or provide for the defense of include (1) each successor in interest in (b) In case any such action or pro- a►a�e action or proceeding, the Insured ownership of such indebtedness,(2) any seeding shall be begun, or defense inter shat+se,;ure to it the right to so prosecOte posed, g hall come or provide defense in such action or,pto 9. knowledge shall such owner who acquires the estate ore or case an�c:latrn rJF title or ,. A cliereln-` and interest referred to in this'policy by fore- to Y citdingi and all ahptats , closure; trustee`s sale, or other legal interest which is adverse to the title. of hermit it to uso. at its option', the name of said indebted- the estate or interest or lien of the Mort- fur such purpose.Whenever manner in satisfactionof the Insured ( y Agency age as Insured, or which might cause tet uesced b: the Company the Insured 1 a enc or to g I g r which the Company �ihaINe give ,the Company all reasonable Hess, and 3� 1 y strumentalit� which Is an insurer or ass or don , y �a e fa ` an federal � all or may l-��� lt'ablt b�r virtue of thisg p � �` y :ltd in a ; such ALt'on or roceeding in in good trio Settlement securing evidence, g y P guarantor under ate insurance cont,act Shall y g g elle , or art thereof whether faith contract to sell t r u,trant insuring guaranteeing said aIle ar if the Insure g or indebtedness,orany p , hes indebtedness obtaining witnesses, or, prosecuting Y named as art insured her�rin Or oat:,subtest secured by a Morttg ag e covered b this defending stash action of proceeding,and otherMse to the provisions hereof, olicy, or, if an Insured in good faith the Company shall reimburse the Insured l leae oe Iona- y pe red. eases or contracts to tel,., for an elf nse soincur.. UiSITIO ®F ylfti gage the sante or if the. sful bidtle" 4, �1t3TiCE bF L�55—tiMlTAtfO�1 OF PlENFITS �RFTEit Aft h , susses the tiidibtedtiess at a foreclosure sale under a mortgage ACT ION secured b- a Mort a e descHbed in covered b t tion to the .,by owner fgr I _ yr his policy'refuses to p Crc 5atcl Iii add: a est' If an itisr acement in Schedule, ) notices rewire I, � lits. i�acqu,tre.,said e�tate or Interest :.and �n an such event atlt�nmarket- under pd f gral'1 'tis�r damage, for which ' y' p eof� oy foxeclosure, estate.or interest is rete d s writing o any, o legalL•. able, the Ingured,shall notify the Com- it is claimed the Cottipa under or ate art t er trustee sign , .,aid t 1 ny is liable satisfacti soler: or idAcbtednessa or a . . ,. i CMb- "Aid Any paha+ thereof t�ivtrrtting: If such notice �ehts policy shmll be furnished to the y g p F y . y Y after such loss or o stiuciientalit ac `utret• said Agency or shall not be even to the Compa ,an vi+tchtn stat days ehrt thereof, yr it a, federal estate or Irl +-(n ten days of the receipt of process damage shall have been And I dln s ar If the Insuted shall ► determined " -, .:.:, ,, Hoc g�"'._ .:., r:rue rte the I Intcresc ow any part thereof, a5 a COn5e- br ilex, g � no tig!'-, of act►on shall ac quente of an insurance ca' g pang Xnsured ttiider tlrts polo y tinttl thirty y g 1 g gar- in rvt ittttg pratnptly notify the Com y pint tnsul In or "uaranteelnrathe lnrle y�Writing, li r a i nc shall have.been efect, eh or eneumb aned in- da' s after such statdme y g g b y tired;against which shall come to the ft.t-nished, and no recovery shall be had dticsx 'secured b a port this lis ; or ahv ori: thereof this ltttovulsd e o . a e covered b 1_ . l f the Insured, of it the In- b t.. _.... xrrlcss ; p ' 1'I P p y he Insured ti,rtdet this lis force in favor of sured hill hat in wrttin , ram d a cion shall be comirtenced th�eon wikhitii policy Aill continue In g , s g y ty+ nitrify the tompiitiy of any such totttton five.dears After expieAtion of said thikey such �ttsured, x epic ar itii:ertitctentali '. 'l MMIIJII.,M.Y..iia..•,.+lS,4;:.i..in::.:.a'`-1. '77114 1� 11 A I KIM Q C) `P e2--r IT c;?"j- 01 Zz iz I= Ik NOTES Ion CA M 14?H T l'I,I 1, t I W,W H 41 t,:;v�p Ut� i��p low p 0 Ml�pl Vill-l: �4 E-, H 113-1.;r6 rrON I F�'t, r e WWWW 6(91 15 M i",r N 1v _�",�_j ��, 5� T1 v z NOW L-U-T 14�- H 14 z cq, 01) LU cj > cc f�ul-j Uj:z 0, rF s Ft-\F_r_�I N 0- I o A. b N o LL cz Q e ,I u 0 L) r?-AH 1�4 4, _d Y F:� PF? -� v ra f-� v,L)r,-%L,I L) f:7 N ON 11A= 4t c7l co MIN N T R_�r ppv�_ _0�F_m I H U-b Ie.!A!g 4� eel or j -rvTp _- POLICE Ej !I 5W ViT C) J!�lrl HZa �4 I r16A�i�, u 0,u 4 -1 t::> 0 .......... H AA),J"dAlP I X)ez 1'' 9- P4-r CITY HALL LIBRARY -2 4� 71 IT, 4- e 7, T /-A ............. IH V� -—--—- %77 7- v ilk A� 7 .7 C)S,�j E IFANNO CREEK PARK 4 0 F 0 P I'l,f4 1 Jj j A T 4 NOIE ........... If THIS bRAWING:'IS LESS CLEAR VAN THIS NOTIM;-Tr IS bUE--TO -_QUALIYY W-' THE ORIGINAL i bRAWIN04 11, ol 6 t 0-1 01 ot 6 JL ........... E7 4,41 F5 5..7' A el�Iy�11 _ I I t7� .NJ ow L AL Lo, f-4� -51,u 7Q cr) L W-"A PM L rl> L JOSW& 0 A4A i t 7 owl: Tlow I07 t-L L UNE t ?0� "EY 'P LAN v AM -F—L-0 41 1 oil 9-84 0 F IN14D F4 flotiff WA#WA%W* f14 i NOTE IF' THIS MICROFILMED EAR DRAWtNG is LESS U' THAN IS NOTIC6, TO TH UALftV 0 P THE ORIGINAL ------------- 01 9 ORAWINOi J A�: ti tl 4 i j' ri CONDITIONS AND,STIPULATIONS (Continued"from inside front cover) day period.,Failure to furnish slich state- Insured, ex ce c o the extent thzr such settled on a pro tata basis as if the face p Ment of loss or damage, or to commence payments reduce ehe '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,l shall be a conclusive batPayment in full by any person or vol- policy of each separate independent parcel againstmaintenance by the 1`Insured of untary satisfaction or release by the to she whale, exclusive of any improve- any action under this policy. Insured of a mortgage l covered by this ments made subsequent �o the date of S. 'OPTION TO PAY, SETTLE l 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 Company;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 faxpress against or to pay the full amount of'chis 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,flays thereafter. 9. SUBROGATION UPON PAYMENT OR ness secured by a mortgage covered by ' 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 ciaim under this policy, all such purchase, payment or tender' of amount ofthispolicy' is reduced by any right of sube•o ation shall vest in the a ment of the full amount of this otic amount the"Company may pay under any Company unaffected' by any act of the Y Y P p together with all' costs, attorneys',fees polecy insuring the va idtcy or priority Insured,and it shall be subrogated to and and expenses which the Company is of arty mu-tgage;shoswn or referred to in be entitled to all rights and remedies obligated hereunder to pay, shall fermi- `dchedule g hereof or�;ny mortgage here- which the Insured would have had nate all liability of the Company here- after execu'ced by tkie Insured which is'a against any person or'property in respect u nder,l In the event, afterl notice of claim- charge or lien on .iiie 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 A, issued.If the payment does not cos,,.-the Insured, the Company offers to purchase and the amount so paid'shall be deemed a loss of the Insured, the Company shall' said indebtedness,, the own,,r of such payment to the Insured°under this policyi be subrogated to such rights and remedies indebtedness shahF transfer and rid assign he 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 shred,such act shall not void this toll q ' said estatte but the Company, in that event,s all be 6. PAYMENT OF LOSS The liability of the Company or interest in satisfactionofsaid in- required,to pay only. that part of any such Insured ac utres ti (a): Y p,-Y debtedness y p hereof. Losses in against hereundet• which or an art t lam under,this olic shall in;no case exceed, shall exceed the amount, if any, lost to policy COINSURANCE AND APPORTIONMENT in all, the actual loss of the Insured:and event: that. a � the Company by reason of the impair- costs and, ' the Coni a In I1. COINSU tri trent of the right of subrogation. The pony may be ot,eigated hereunder to pay. loss o curs after..the ,.Insured: makes cari'- Insured, if requested by the Company; (b)The Company will pay,, in addi- imprf,vement subsequent to the date of shall transfer to the Company all rights tion to any loss insuredagainstby this this policy, and only in that evcnt, 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 ig . y right g permit Co pay for theoInsured., a d all cos s heIfi the c sec f f tthe:irn rovement ex- thComp,abyo attar, and shall of the ` r In to use the name and attorneys' n carr the cost o p d to any transaction or litigation fey in litigation led ��eds twenty per centym of the amour:'c Insure on b the Insured with the written of Y his clic such proportion airily of inv g rights or remedies. olvfn .such by of the Company. an art xl:loss established shall be borne If the Insured is the owner of the in autf:�� (c)No claim for damages shall arise by tppe Company as one hundred twenty debtedhess secured by a mortgage covered h policy O red rna'y release or be triaintainable under this olic 1 per centum of the amount of this policy by this policy;,such Insured if the Company, ,after having received bears :c the sum of the amount pe Y Y r ant f.if'thts, o, substir.uteat�ncar5 oraextendtar`other... notice of an alae ed defect lien or,eo p ,} pe or gu g + rance not excepted or 'excluded imlpro�',tment,e a eofo foregoingprovisionswise' modify the terms of payment, ,,Or �t cumb pp y h y p to or interest } herein removes such defect (ten or en- shale not a l to costs and,attorneys' release a_ action of the esti curnb'r • incurred by the Corripany in (arose. from the lien.of the mortgage, or release l (2)for liabiliI c, ti once within a reasonable time after fees voluntarily assurned b the insured in provided such act does he nn suit i- or P g Y Y recti tt of such notice, �' y atuo�s ar',proccedingsf o in loth if of the ��s$collateral securit for t not result in settling, any claim or suit` without this any,loss of priority of the lien of the' i - t Insured pursuant co the terms of p y written consent of the Company, or (3) policy or to costs imposed on the lni;ured mortgage, 's rejected as un- in such actions or roceedin s and shall 10. POLICY ENTIRE CONTRACT to the event the title. i marketahlc because x apply �' 1 ct-ions or, rights of . gg roil encum i 1hCe not c defect lclud d exceed in the 1 aft re rate ten per tet ti of act on hat Insured may have or inalr b , o exceptedor excluded g g p ' the face of icy, bring Against:t p yi g in this policy,tiontibyc a�court sof corn Providedt ho ever, that the foregoing� the,lien of a h1orcpaggue fie clht jar 5diction sustaining such-re- coinstlrancc provisions shall n lt'apliy tCoveredeby this policy or the tid: ot'the „ ectian, any loss arising otic of a lien or ent:urn- estate oe interest insured herein must be (d) All payments under this policy, brance for a liquidated amount which ballo oilro the liof co idit of this,polity, except a' Iaents .Made for Costs at- . existed on the date of t• „ p y d was p ane policy tomes fes,and expenses, sh B y p yIl reduce not shown in SChedulP�iBi olid eco can be waived or ch d e�tcrpt by of c is vfded No provision nr corn t on the amount of the. insurance pro tanto' further,such cOinsui•ahce provisions shall g ttxched iu . " hereto sig ed by the President-, H and no•payment shall be made without not Ato loss tf at the time of the , rida Vice or a 'Yph y r �i �ralui�of President, the. Secretary, a icl ptodttcing this polley for endorsement ocr t. . of such Ions,elle the. P y ssistanE r. 5ecretzt• ,or of validating off=icer of alt e,t flit policy be the ;� ffse5 as s0 Improved, doe"' 'hat y trent � ". p y -.. � p $.' the Company, , (ler v lost or des tuc Toyed in wliich ,case proof eatceeia�, e hundred twenty per ten tui A of P y f _ -policy'. t 1,' TiCES HERE SENT elle� ant�. N® Vd of such los :.or destruction shall be fur- �irio �. this. , rushed tothe satisfaction of the Cote- b If the land describe r relerhed All notices, teq,uited to be gAv1en the. • net to i 5chedtile til es diVislble tri se Got-A iia end ,A �tatemet t Ila wreEln' of an;indeb ednes�s secured�by A inartga a and honconti g uous Arcek of if con req(uped to, be furnished t}le Gornpan � shown' in Schedule B `Is 'An An Insured tipuous and wow ai��efs Art hot used `- shall include thl: humber of This pbUdY p ,: and shiAli�be addressed to, It at the office . p ',_.... ,r B •� iI »d w�>ich, issued, this `011 of to iiia�h�otne` ht-t,61 then such a ments shall not one sln-le'sits Arid it joss is estAW�66 p` y seducepro tarieo the amottnc of the in- Ad'ectang One Or trioti of oid pitte i blurt Ride At atog,��Fourth,mo i Poitloid" i` S to such loot All the Iasis NMI be computed Ached, drogori 9`1204, ttt•tttaie worded heretlrtdei a" i +M.—...w.•4 u' x>nw+ rll.+uw...�.�r.-1 4 - rYr"nb1,1 "'•l f � I SCHEDULE Ei Amount $ 54010,00 -00 , Date October 22 19841 11:07 AL!�i INSURED j d ---CITY OF T [GRF�D , a muni_q�l.p r, l corporation....». '1 The estate or interest referred to herein is, at the date hereof, vested in CITY OF T1GARD o a municipal corporation, an esta't'e in fee simple^^� k The land reamed to in this policy is described as Far legal. description see Exhibit 0,A,,: attached---- i r'X�►� o� 06LI NO, 55'3 i , Order No 351853 EXHIBLT nA", C #39 In A portion of that certain tract of land in the W. Graham' D.L. • 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 of Oregon, described as Parcel "I" in that certaind deed to Richard Norman a i _.. Sturgis and recorded in took 1004 , page 319 deed records of Washington Count , Oregon.. ibn said porton. . be more a.�p ". 1described y g ticulary - as follows Beginning at a 5,/8 iron rod in the North line' of said parcel "I" P which point bears south 85"l0 154" Fast '205.33 feet from the Northwest corner thereof , and running thince South 02015' 06" West 162 .00 to a 5/8" iron rock; thence South 89010 '54" E''ast 272. 72 feet to a 5/8" iron rod; thence continuing South 89° 10 ' S4" East 23 . 21 feet to a point in the East line of said Parcel "I" r being in the,; center of Sow. tall Blvd; thence along said 'East line South 0104115610 West 215. 3 feet to the Southeast �rorner,8 37 °of said 0. parcel "I" ; thence along the South line of said parcel South 7 ° " West 305 .64 feet, South 11002118" East 42 . 20 feetp south 78°57 ' 42" _ West 33«00 feet, North IlCO2' 18'° West 42 .20 feet and South ?9024 '42" West 178 .5{ feet to a stone at the most Westerly Southwest corner of said thence 'along the West line of said :parcel "I" , uorth 02015106" paxce4e3 .7 'feet. to a 5f8" a. p pipe he T " East r e 1 I ron rod the�North line ofxsaadpparc at t11 f thereof aloe i Nort:hw��,tist corner thence, g South89n l0 ' S4" East 205 .33 feet to the point of beginhing ., r I; Oregon Land Title!°Association s Standard Coverage`Policy r r SCHEDULE B Chis policy,does not insure against loss or damage, nor against any costs,attorney°s fees or,expenses, any or all ,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 l of this policy. 1' tin liens b the records of any taxing authority that levies-taxes 1. Taxes or,assessments which are shown as exis g y 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 c by the public records. s. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascer, f p y p f r tained by an inspection of said land,or making inquiry,of persons in ossession thereof. 3• Easements, liens or encumbrances, or claims thereof,which are not shown by the public records;'unpatented pauthorizing the issuance therof; water rights, ; mining claims; reservations or exceptions in patents or in Acts or title to water, claims ' f«, y 4. Discrepancies;conflicts in boundary lines shortage in area,encroachments or any other facts which a correct Survey would disclose. " ry power and 'assessments of Unified Sewerage Agency• 5. Statuto , 6 The rit3kts of the public in, and to that portaon of, the premises herein i' described lying w'.I.thin the limits of s.w. Hall Blvd. , ak.a County Road No. ' 227. r, 7 An easement created b terms and proira.sidna y ynstrument, inc the thereof; .,�. .8 98 a e 43 �I�ecorded _ go o k" property owners Favor of � Ac�i7dcen� ro er- ty .. . F or Sewer : lines , Affects y West '15 feet' # e terms and rovi a: Sower Line A r �.ng the P ° ns thereof ' g cement; in.cLud y ,' Ma cell Sturgis and Lila r'xeoutted b Richard N. Stu - ` i I a,s ; Trustee dor g RtuUean 5chmtiltt' acid DorotYiy A. Schmitz ; husband and wife k avbr of ►.2:0 .....197.9 , Dated January Redorded ' 7900-3004192 5 fee' F.` the We January 2� , 1979 ; l: ee �o�te�ly rtoS w �to�'th_ one foot o� feet, i in in the t ed by instrument, clud erm5 and prov:l�sians 9 An easement creat: g thereof Januar 22 r 1979 ; Fee too '764 , 1 Recorde3 ' 2 79 0 0 Favor of City 'of 'Pigard For Aff edts D sdr,iptiort izridef inled ' tjrke 3 (it Polley Nti. TI 30„ too THIS MAP IS FURNISHED AS A CONVENIENCE IN LOCATING PROPERTY AND TWIT COMPANY ASSUMES NO LIABILITY, FOR ANY VARIATIONS AS MAY 8I: DISCLOSED BY ACTUAL 'SURVEY First American Title Insurance C'ompan '.of Oregon \ An 681umeC DUIInI/S 0141"e o/TME INSURANCECO"PANV Of OREGON 310 S.`141.. FOURTH AVENUE, PORTLAND,OR 97204 P 2S 1W 2DAORDE : 1351853 51853 (503)222.3651 200.6 T 300 � �'• � �,� o .6OAc 2009 x w �(3:6651 .w 1 �'• 643/533 a + I Sag 0 499,7 400 �yti �I d3 S2 X00.03 R!T' 501 3 A 9 3 c. I 6 00 ss d I i 1 q I spe.:n AW dei . 08 Ac K � c T� T00 I � l 1 .y/ 1I f w k i. . CRYOFTIOARD1 REVIEW APPLICATI ON . .SITE DEVELOPMENT R CITY OF TIGARD, 12755 SW Ash, PO Box 23397 Tigard, Oregon 97223 (503) 639-4171 FOR STAFF USE ONLY CASE NO... LP IF RECEIPT NO. APPLICATION ACCEPTED Y DATE' 1. GENERAL INVORMATION Application elements submitted: PROPERTY ADDRESS/LOCATION 200 ft. South of S.W. ,_(A).Application fc'x,m (1) Burnham on Vilest side of Hall B1Vd. (B) Owner's signature/written .. i s TAR SLAP AND TAX SLOT NO.—Porti n of Lot 251.-2DA Lot 400 authorization (C) Title transfer instrument (l) SITE SIZE 3.$ Acres _ (D) Assessor's map (1) PROPERTY .OWNER/DEED HOLDER* City of `f i gard (E) Plot plan (5 copies) ADDRESS P.O . BoX 23397 PHONE 639-4171 F) Applicant's statement CITYTigard ZIP 97223 (5 copies) .� APPLICANT* Smith/Dull Partnership, Architects (0) List of property owner's r ADDRESS �20915 S.W. 105th AVe. PONE 692--6065 within 100 feet (1) Tualatin CITY _ n ZIP 97062 (h) .Pang fee ,*When the owner and the applicant are different people, the Appi cant must be the Purchaser of reaox-d 8 ORPUTE: or a leasee in possession with written authorization DATE DETEl�INED, TO E G from the owner or an;agent of the owner with w1 ritten � guthorit ation.' The ovmer(s) must sign this i $PP1$cat$on in the spaca provided On page two or �iINAL DECISION DEADLINE submits applications �TIOM a written txutharizak:�,on with Ilii COMP. PZwA1V/ZONE DESYGN� 2. PROPOSAL SUMMARY ... The ,OVners of record of the subject property q P pp Number request site develo dent review approval, to N.P�C'l�a allow .consti�.Uct,jon f j Q__Cg Approval Date ' tc1ude the c . , L 'bra, ndri w ...;. .. .... c1 ty. h alal Firial Approval DAte �1anairig Engfneekinli g I , aX '4"(,.. 4 ` D 7 I f i 4. List any variance, conditional' use, sensitive lands, or other land; use actions to be considered as part of this application: Si te co�ntaIns Same `�100d'�1 5. Applicants:' To have a complete application you gill need to submit attachiments described in the attached information sheet at the time, you submit, ,. this applieati.on. f�. TH APPLICANTS) SHALL CERTIFY THAT, A. The above reghest does not violate_any, deed restrictions that' b, e attached t® of impasedupon the subject property. B. If the application is ,granted, the ,app .icant will exercise the rights granted in accordance with the terms, and suhject t o all the condIt i ons and limitations of the approval. I C. All of the above statements and the statements in, the plot plan, attachments, -arud exhibits transmitted herewith are ; true and this applicants so acknc�rledge that any permit issued, based on application, may be revoked if it is fonad that any, such statements are falseb D. The applicant has read the entire contents of the appltcation, including the policies and critorias and understands the requiremetzts for approving or denying the application. DATED this day of 19 i SIGNATUM of each owner (eg. husband and wife of thesubject prOPertY. 1 I I I I I. k ;, PRE--APPLICATION CHECKLIST I I � DateI APFLICANT ✓��2�t' �' �.� '') /� I , 2. PROPERTY LOCATION Address Tax Map/Tax Lot 3.,_, USE I, Existing, __ -a .r „II I Ad jacent; Property north south �1 east west MOO w I 4. PROPOSAL DESCRIPTION I ; I 4 I .rv4w�rriu �.�.+�1�.- �'w�rryr.wrM4�ltP IrrrlYy�r� i 5., P COMPREHENSIVE I E LAN �GNAT ON DES I �.� i I 6 ZONING DESIGNATION I ./� w.�r 'll..r,/M�MIMIni:liwyKl�rr�+. 7. CODE REQUIREMENTS Minilnnm lot size/width .,.. � Setbacks front s corner e reag- I I S ecial setliacRs str6 ets established I�t0,,ita.,a p y �;'�.. a' -�-' tower intensity zones wetlands PHIv I I y . uct tes .-�--L ze;. . - of 1.�.ne flag .dot accessory s�.r xaximum lot coverage I � Maxlmutl building height ' I I , Special height:lila s flag lot a�her _�..' I I I 1 Density calculation ._ Density transition , Oel'41.c. �`+r' Landscaping street trees L716C) buffer areas m----- c>� parking` area41t3fw4 ' I Visual clearance 'ai ��yr" ding� �Parking and loa - -� Access and circulation � / ?La 9 �5, :5 t0a WAS 5" . Sig ns 8. OTHERCONSIDERATIONS od lain drainageway.--__�__ 25% sloped I� Sensit p ire lands flo �"�t�otst.11��.5 QU'T t1rc J�.-'d `,�'�.• '�'^'�? ' Wetlands Open space 41AI AIG...,: • � ': °�"" Historic overlay ' rr d�tLt,riV i�Ce wz�, E� ... ions � ,�' -reed / � Street cUn Right•-o f dedication ' ` 0 ��—Zl--:5—taQ (XSL»pm/0573F) � I 4 • i i i i i - i I Tij;ard;, reg;on 9722! y$800 SW 57-th Ave. ,Portland, OR 97219 ��, ' y e t' Smith/Dull Parnershio, Atch.,. 209 15 SW "I US Ave. ROBERT RANDALL COMPANY ,. Blvd. 'rualatin: �Dr. 97062 9500 5W Barbur' � - porflanidL, Oregon 97219 Richard Sturgis 22:16 SW Sunset Blvd. Portland, Oregon, 97201 67 7`P r,Ll i Gare'th OttMr. Jeffrey 'Richard Sturgis 9055 S`.W. Edgewood 5640 SW Beaverton/xlill.sdale Hw'y Tigard, Oregon 97123 Portland, OR 97221 p 100 501 AMBER INVESTMENT CO. 5555 SW loyth Beaverton, OR 97005 I 20 0 .REOH/ % SCHMIT2 , 10950 SW Fairhaven Way 3i8, ard� Oregon,,on' 917223I 300 I I SCHRAMM I 125310 SW Ha v 11 B1i�,` and o on 9'72'23 T�: I g 4 r I ± 600 I BARNES X P'xELDS 2.1'3r PO Box6 6 Poftland, Oregon 97223 y ' I I t1 1 f . . 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SO LIBRARY ii ,../� � ...�'»•'� .ter '� ' w�^��, `� /j �,i ';,''i'^'' f ""•--".. /_ fes. �, 7 r u�,..,',-s�,..�.r�'{• ✓ R .,- [iii `1 t ��y; r N:•CIO r , {�...�'''''� w- r r n w Mih.' , '•, �i pr N.♦r:twwwr... .,+n/++�,. y�T r i�r :.� r '.„A G}y�,:, .: ` R� "r• ♦J4 + •wL er �,N.,?1 ; " " .fFr.h .u4�t9+1n. � , ytr/ y s"� H.1Y 00w1l. J�I 4 ,.� ��� ,civ e.,F �, ran .' � N �„ v.�,.y^� r.p�i� +.,,y,l" •a •r ��.+, .. �►i+.'c�� ,✓ // µ � xt" hr�► fi w.-. ,r •�`�,.` �,� Y "'�-"`� r w �µy,� � w�,���� 4 +ya I b r Y � s .�h•J n.• .rtl `"r.'i� ^+`-� ./.wi w.,. "+,, r�- .. y,W, ip ��1� ��+' 't I 1<µi 0 1 J >� �, _\ '•. x a .j,.-+ k .yr Wdl a•,'u';. .1 � /'• .4+ ^�•'"`... � �� ^, y. � •�. .1� �rjf+%� i' �. e t „+� Mti,}.. ,twr w,� "�h an �' w J �,,,� � � „Ij�✓,��c�'Ir._,,,.�, .�; .... is w .ilk `C L„ LA 1 «�•�;" ,„ a-» � ; w.- .r' ""�':. y 4 pl" .. d •r Y 1 II , r p i I I r M y' Y t nig+• li r x i,n t. e is i. j. r 1 4 ,i TO: Dick Be dors dory' FROM: Jeff Munro RIS: Police parking lot trees DATE: October er 20,�, V' , 1998 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 e trees installed, 1-LIQUIDAMBER(ssNeet gum) and 5- PYRUS(flower*ing pear). The planting was completed on October,12, 1998. If any'further information is needed dr if I you here any questions please contact me'at opt. 338. ► f 1 , I. a� i r d erasr�s NOVICE OF DECISION TIRARD POLICEDEPHTIOENY ° ' r CITY OF TIGARD ' TEMPORARY OFFICE TRAILER Community(Dwefoprrrent SFra*ngA(BctterCommurtic,y TEMPORARY .15E PERMIT ITUP) 98-0000 J i , n 120 DAYS 1219/9 _ SECTION 1. __AP,PL,.IQAT_I0N,SUMMARY FILE NAME. DERARTMEN - RY OFFICE TRAILER CAaE. Temporary Use Permit TUP 98-000 PROPOSAL: A request by the City of Tigard Police Depailment to temporarily place Y parking p a Moot b 56-foot office trailer on 11 parkin spaces within the existing City Hall parking lot. APPLICANT City of Tigard OWNER, Same Ronald Coodpaster' 1;3125 SW Hall Boulevard Tigard, CSP 07224 y ZONING DESIGNATIONS IGNA'TIOdw: Central Business District,, CBD:. , LOCATION: 13125 SW Hall Boulevard; WCTM-281 02DA, Tac Lot 01 400. APPLICABLE 'kEVI E1rV Cornmun� I�evelo , .meat Code Chapters 18.8218 CRITERIA,: ty p 661 18.102, 18.106 and 18.140 E TrON H. � CISICi�I Y given that the Planning Director I�c�tio�. is hereb .. 's designee for the City of Tigard has �,IPPI O�'EL the above t-eguest: `this approval shall be valid for One x.1) year from the effective date of this decision, The findings and conclrasions on which the decision was based are noted below: TWOTTENIPaR�1 Y t�FFI' ' PAGE i OF 4 �JQTICE of bGISiON TIGIRb 'oLfCE C)EPAR c�tRAiL�i�=1 UPP.-00� 1;IN ;N40 SECTION III. BACKGROUND INFORMATION Property History The City of Tigard's City Hall, Police Station and Library dere built in 1986. The proposed remodel is a follow-up to the previous Police Department Expansion of 199711998. The d portion of the Civic Center is affecte parking lot that primarily serves the Police . p a 7; Department. , Vicinijy Information: i Adjoining properties are all ;coned Central Business District and either developed with for , utility providers; civic use, industrial ora rt of the Fan no Creel;floodplain area. Site Information iand Proposal (Description The temporary office trailer is proposed to be placed in a portion of an existing, parking lot, r A total of 11 parking spGr;es would be temporarily occupied by the proposed office trailer. I SECT(®rel IV. APPLICABLE REVIEW CRITERIA AND PINDINGS COl1r'IPLIANOE WITH COMM UNITY DEVELOPMENT CODE SECTIONS 1 community Devplgprnent bode Section 18410.074 C. I (a-h) allows the Planning Director to approve orlapprove with conditions a temporary building. The approval criteria for a terraporary building use are as follows,, Al The temporary trailer shall be located within the boundaries of the parcel of land on which it is located; Be. Th property p rty to be used for a temporary trailer shall already be developed, Q There exists adequate andl safe ingress and egrsess when combined with the q ' other uses of the.:. property; as required b 18,1i�0 Access, egress, and Circulation, and 18.102, Visual Clearance Areas; D. There exists adequate parking for the customers or users of the tempo rary use as required Lby 10.106, Cuff Street Parking; E4 The use will not result in congestion on adequate streets; F. The Lyase will pose no hazard to pedestrians in the area of the use; G. 'The use will hot create adverse off-side irnp,acts including ng noise; odors, vibrations, glare or lights which will eff(;,.,�it the adjoining USCS in a manner which other uses allowed outright in the zone would not affect the adj�aininc� uses, H. The vise can be, adequately served by sewer ar septic systeim and wateri ,if ►° applicable, The temporarytrailer appears to be proposed` to be located entirely within an existing pa olircel of land} The site is resentl developed with the related Pce Department n t use that I ort :Th (the temporary offices supp eproposed trailer romplies with call applicable i. setback re uirementsof the underlying zoning district. The trailer would not interfere 'with th e existing access driveway or any, clear vision art-�as: *rhe Civic Center presently NOTIcr OF DECIsiON TIOARb POLICE OEPAP:TMPNT TEMpoKAKY OMcP TRAILCR-TUP 98-0006 PAOP 2 Oi~ I Iiw 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 Civ' q ,� is 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 temporaty office; space. For these reasons, adequate off-street parking exists for both the existing uses and the proposed trailer. braeto 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 C. All public facilities exist within the Civic Center. The applicarrt'indicates that only electricity and communications h . . y. . the level of develo frons.services are to be extended to the trader. Due to prnent of the existing Civic Center, if needed other utilities can also be extended to the trailer. $EQTIQN V. THER STAFF C0MIR4F6NT they co No o inments or concerns were received. SECTION VI. -.- AGENCYCOMMENTS Service j 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 propel.lie' s. SECTION VII. PROCMURE AND APPEAL_INFORMATION LL t�lofige Notice was posted at City Hall and mailed to X The applicant and owners X Owners of record within the required distance Affected government agencies Final Dedision: DATE CF' FILING: AUGUST 'i8; 19913 � THE DCCISION $HAL,L BE FINAL CN P'E,WAY, w :I AUGUST 28, 199 , UNLESS ,AN APP15AL IS DILE®: a NOTIcE 010 TIGAkb 13 w cISI01�t bLICE DEPARTMENT i'EIv P©i FtY oFHcE TRA EFt TUP 98-0000 PAGE$OF 7' qy i E ,f r, -Any party, to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.X70 of the Community Development Code that,provides that a wre, p , des Viten appeal must be.filed with the CKy recorder within ten{10)days after notice is given an�� septa The aappeal fee schedule and forms are available from the Planning Division or Community D veiopment Department, Development Services Division located � at Tigard (amity Fall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Y, `OM1 DEADLINE FOR FILING OF AN APPEAL IS 3.30 P. 28 ON AUGUST 280199 0. Questions: If you have an questions,y q , please call the City of Tigard Planning Divisiont (503) 639-4,171, PREPARED BY. Marr Raberts /�uc�ust 20 1998 DATE Associate Planner, AICP � �uc�ust 20� 1998 Planning PR.EPAREO BY: ' diehard Bearers - DATE f��nag�r hturplh\MaH( rltup98-06.det; i . 1 TICIE i t r i i l r : i NO OP H0I804 AMR 0 PC1LlCj t)SPA RTME�IT 7E�f{�ORARY' CIE fkAiLck=iup 08-0006 PAb8 d OP 4 n L �y a. ;o 1 1 1 1 , 1 n • '� , !. - u f . 5W D SIGN a C • . � ri4 . { r,!�, � 1 • _.r.�i.�Y..`,.i LMS.N... ��...-ww..•�.....- . POLICC FACILITY 4. SITE PIAN Br A.. . PO�.ICl� �►�h�1RTIi��N`� �lNiOdEL� EXHI, I M P x'98- PORA �7FEICE TRAILLR M : „ ,;,„ : E_ - GEOGRAPHIC INFORMATION SYSTEM .,.. VICINITY-MAP TUP 98-0006 "am TIGARD POLICE �o Q� SUBJFGT DEPAn MENT PARCEL TEMPO RARY 0 -FIE TRAILER i Cco co —� a 2ao aoo 600 Feet 1'=461 feet 'IC4ARA City of Tibara Information on this map is for general location only and Should be verified with the C-evslopment Services Divislon. j 13125 SW Ball 8ivd e - Tigard.OR 97223 E, (563)639.4171 s htfpJhvww.ci tigard.orus Community Development Pleidafa:Aug 13,1998;CAmagiCXMAGICOZ APR r I 11 �. MEMORA►..NDUM � �1 CITY OF TIGER, OREGON TOP Will D'A1ldrea-Planning, FROM!- Jeff Munro Parks/Grounds Supervisor DA 3/25/9 3..A:r. r , Li . scapirig SUIEGT. T sand After reviewing the landscaping plan for the new PD lot,T would like to make a few recommendations, '+ � g Grounds Division will be responsible for planting eight two inch It's ��,� understanding that the Parks/ caliper trees in the designated planter strips Since these are nonirrigated area's, I strongly,recon-m-end p r temperatures being'higher and the addition of more that these trees be panted in the l��Il.. `W�tl�sunvile ' asphalt and concrete in these areas, there willbe a much higher,survival nate ifthey,°are planted later in , the year. The Parks/Grounds Division will pla '�, ter than September 30, 1998. The nt the, trees no la -type and variety of trees to be planted wAl be determined by the ,Parks/Grounds Supervisor, in September depending on the availability. The trees selected mill be conducive to parking lots and will have niin mal impact on vehicles as far as foliage, debris andsap.. I' r G i { j . s i <-ren . "Ronald �o�d a��err00859.c�.tI�p ard.Or.0 r To: V,!II cLtigard.or.uS, JI ,-COT, Date sent: Thu, 5 Mar 1998 13:58:3540000 j f Subject: Re: expansion Send reply to 00859.00 Copies to:r J1IUIHtiCC)T, C DICK COT Priority normal Thank you. I will contact P,W and have them send such a memo to you ,regarding, he landscaping- Ron i From: "will D"Andrea"rea'" <VV'l LL:CC)T> To: 00859.cot Date: Thu 5 Mar 19981 3:30.25 +0000 i aabject: expansion Reply to: will@ci.tigard.or.us CO. jimh, dick Chief; there i more than the mini�nurn required parkiing ori the Cit { y property lease � ace with,GTE so there is problem with not end th�r p n0 having the parking area completed before the building is ready to � -.-e, move into. � hl, code allows a certificate of occupancy to be issued if the andscap,'riq is not complete if there is Borne type of assurance that the work veil[ be completed. What l will need is e letter,fro rri Public Works statingwhen the landscaping will l l be completed ted as l am o a e Will ;nstallin all the landsca if you have ing. a questions about this information, pleasecIB rate3 5, Thanksye a e .; WHY x � 1 I ' �ry Mer �998''Fill I�AhdreaThu 5 4A4 P i as M I N p r 1 CITY OF TIGARD s. Community Development Shaping A Better Community CITY OFF TIGARD TO: Greg Berry i FROM.*, Will D Andre r. DAT; . January 26, 1998 4 SUE3;JEC"re Police Expansion Modification The request and recommendation to ::'relocate reiocate fvv© trees has been approved, as, per the January 23rd memos. i r a I i f � � Y Ip t i I i i a � C t MEMORANDUM UM yFFF CIARD OREGO ' T� OF, 'I�� f } j TO: Will D Andrea,Current Planniin � FROM: Grey;Berry,Engineering DATE: January 23, 19 t 9$ 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 a I requested to relocate the trees. As described M' the attaclxed-rrxemorandum from Jeff 1 ufiro,Public Works has determined that it is feasible to only preserve -two of the trees. Consequently, satisfaction of this condition o f approval by preserving the two mentoned.trees-.s requested. T'he 'I landscaping requirements of the Communitybevelopmcnt Code will be met in all"respects. p I } 41 C t i I'd { J' it i CITY OF TIGARD OOOl TO:TO: Greg Berry FROM': Neff Munro 1ptf I DATE. January 23, 1998 SUBJECT. Police Department Addition RE, Removal and replacement of ex� '-ng trees at City Hall, We have looked at the W feasibility of wing a,large tree;spade to relocate 8 existing tree's that are in the way of construction. dour of the tree's are in small planters. To remove these tr°ee's , the existing curb 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 tree's are most likely root bOLlnd 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 t�vo tree's that have a higher chance at survival, and rerriove grid replace the other's. i w F From, "Ronald Goodpaster" <00959■COT> 4 To: All City Hall Employees, Administrative Services Manager, City Administrati � p k Building Department, Community Developrnerb Administration, Current Pla Engineering Department, Office Services, City Records, MunicipalCourt, Long Range Planning, , , JOHNR, JOHNE, MIKE Finance De artmenthibrar g ILo � y SAIUM, JEFF, HOWARD KATHYK, ED, .ERIC, BEN Date seat: Mon, 115 Dec 1997 09:45:39 +0000 Subject: Police Addition Sena reply to 00859.cot The pur pose f this i st oa advise you of thi construction that is starting today.that;will add 3000 sq ft of space to the PD. new addition will be built out into our parking area. The immed► ate impact is on parking The area where the police employees ark their,private vehicles' p .. p p es and the area behind our building where we park our rr�erked vehicles is closed T to parking. ',The area will be used, exclusively by the construct • i g the day no vehicles are to'go through i,�on com a��� . Gunn p y p g aspect the area will be blocked off in the these arktn areas. l s near future. r We have made arrangements to park jur patrol vehicles in the GTS lot. The ©lice employees yp cre parking their private vehicles inthe general er'pioyee parking sree � The bonstructiont,, will ,last about 4 months, Thanking you in advance for your understanding for any inconvenience this may pause you, if you have parking questions please feel free to contact me at ext 218 lion ,f i s Patty ,Lunsford 1 �4 Mon; 15 Dec 11'097 0946.1 i s mp� September 1 8, 1 996AIM& F 'i �+ IT"Y' 0` OREGON Greg Berry Citi of Tigard, Engineering Dept. 13125 SW Hall Boulevard Tigard,� aro, QR 87223 Dear Mr. Berri: This letter is in reponse to your request fora 3,185 square fools addition to the: Tigard Police Department located at 13125 SV1 Hall Boulevard: property edD (Cents Business District). The, present use of the site is ro This e is zon listed as a permitted use for this zoning district; The existing Civic Center received Site Develo rr�ent Reviewapproval (SDR 29-84) in i 984. The Tigard Community Development Code, Site Development review Section, states; of the requested _ l modification `meets any of the major modification criteria, that this request shall be reviewed as a neve Site Development Review application." Section 1,8.120.070(8) states that the Director shall determine that a major modification(s) will result if one or more of the following changes are proposed. There will be: 1. An increase in dwelling unit density, or Iot coverage for residential devel®prrtent. Thi criteria is not applicable as this request involves civic uses. 3 2. A change in the ratio or number of different type~ of dwelling units. This Criteria is riot applicable as this request involves civic uses. 3 A chair9requires'`e that additional o n-site parking in accordance with . Chapter'18.146. The existing City Hall requires 36 (12,510/350) parking spaces G and the Library requires 32 (12,0081400) parking spaces. There are 39 employees on the 'largest shift of the Police Department. The total amount of parking required for the esti ting structures is 1'07 spaces. There are currenfily a 178 patkz hg spaces provided un site. This expansion, therefore, does not r require the additicrt of parking spaces. 4i, A change a ire the type a of commercial or industrial structWes as defined by the, Uniform Building Cade. The addition red!a0ires no change to the occupancy, �las� ation and the type of building constru ricction. Z5 Holl Blvd. Tigard; 00,97 - . 131'� . �� ��03) 639-.4179��� S�(��(503) �53�•27�'2 p.-i§6 1 of a i 1 S. An increase in :the height of the building(s) by more than 20 percent. The i ad dition will be the same height as the existing building. 6 A change in the,type and location of accessways and parking areas where Doff-site traffic would be affected. This request does not require a change in accessways,dr 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 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 fro approximately 'three (8) officers per year and is likely to be distributed to differing shifts. The code''does not require ''the considerationof expanding business operations when calculating trips generated from expansions. The requirement is Lased upon square footage. Thane is no traffic generation estimate for a police sta+inn is. the ITE Manual. Given the long term increase in the`number of employees and the assignment 10 differing shifts, the.:proposed expansion will not increase vehicular traffic b more than I y � an 20 vehicle trips per day in any given year's period. 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 8,185 square -foot expansion is less than 5,000 square feet, therefore, �t is exempted. 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 epode or reduces the open spice area by more than 10 percent. Open'space is not required as part of e commercial development. 10. A reduction of pr®*ect arner ties► (Recreational facilities, Screening and/or Landscdping 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 CDD zone requires the provision of a Minimum of 15% of the site for landscaping. Where i; t % devoted to landscape area; ; The currently_ approximately �0/ of the site . ;. proposed expansion will hot reduce this provtston to less than the minimum requirements in the zone 11, A modification to the conditions imposed at elopmen the tome of site deo review approval which are not the subject of B. I through 10 above of this k r subsection, The proposed expansion would not require a modification to the coriditiohs imposed with 'the original Bite 'Do loprnent Review (SDR 29-84) application: I L PAdd 2 Of 8 _..... I I . i A This request is determined to he a minor rnodifi tiQr, 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 sigificaritly detrimental; nor injurious; to surroorAing properties provided that development that Occurs after this decision complies with applicable Focal, state, and lderal laws. This request has been approved su' bject to the foliowin cendifions: �r 1. A•b li d" n g permit shall e obtained from thc. Building Department. 2. An arborist shall review and prepare plans that ensure the preservation of the existing large oalc tree adjacent to the addition, and the' g g J .a. proposed mmtomycle Parking. The landscape area supporting the tree shall be of an adequate size!so as to not darnagi,s the root system of the tiee. In addition, a plan shall, be p g~parking lot tre es within the $ubn�itte Ott ir��;� Urates aandreserves the existing t rP proposed nor#herrn landscape strip. 3. A landscape plan showing the provision ofparking lot trees in accordance with Section 18.1Oo.110. This section requires q i s'the'provision of a'canopy effect through the planting of trees for�a�;h seven parking spaces F 4. Before and after calculations for porlr landscaping area and parking spaces aces affected by this proposal. i Ifneed additional info ou Y rmets`v'h or,have any questions, please,feel free to call nie at (503) 689-4171. Sincerely, ', William' D'Andrea' Associate Planner c: SIOR 20-184',land use file iov"UrP1hkW1fhpviice.mmd i t a; i' i 3 ;September 19, 199 CITE' OF TIGARD, _ OREGON. Coreg Bei City of Tigard, Engineering Dept. 131215 Sal Hall Boulevard 'i 9gard, OR 9722 Dear fir. Berm; This tetter is in response to your request for a 3,185 square foot addition to the Tigard Ponce Department located at 13125 SVV Hall Boulevard. L L I This property'l is zoned C 0 (Central Busine:. Di.st� ;. The present use of the site i listed as a permitted use for this zoning district, 'The existing civic Center• received Site DeVelopMent Review approval ( DR 29-84) in 19EA. The Tigard Community I n, Development Code, Site Development Review Section, states; "if the requested modification meets any of the major modification criteda, that this request shall be reviewed as ale*Site Development Revieti-application," Section -18120.070(B) states that the Director shall determine that a major mo,difipa.tions) will result if one or more of the following changes are proposed. There Ml be: �. An increase in dwelling unit density, or lot covet�age for residenifial development This anfieria is riot of plicable as this request involves civic uses. 2. A,change in the ratio or number of different types of dwelling units, This pP q criteria is not applicable a� this ��;; uesf involves civic uses, i 346 Achange that requires addeti.onal oh-site parking in accordance With x Cha pier 18.106, 'F`ie existingCity Hall requires 36 (12,510/35Q) parking spaces and the Library requires 32 (12,9105%400) parking spaces, There are 9 e to ees on p the 11argst shift of the Police iepartrnent _ The total amount of u parking required for the ears ting structures is 107 Spaces. There are currently 178 parking spaces provided on site, This .e�cpansion, therefore, does not. require the addition of parking spaces `al or industrial structures., N'R A cyan a ,rt the a of c�rr��ercr � by ..g �p trucfiures as defined the 1.lnrforrn Suildlhg Code. The addition requires no charge to the Ocwupan�y � ciassiTication and the type of building construction r 13125— Hc,11 8K i ga` 4111 >00 (50.3) 684-�I pace'1 of?i 1 i w An increase in the height,of the _burddrng(s) by more than 20 percent. The addition will be the same height a's the existing building. 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 acces,swaya or parking areas where off-site traffic would be affected. 7. An increase in vehicuiar traffic to and from the site and the increase can be expected to :exceed 20 vehicles per day. The ude 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) yearn. This works out to app rtaximately three (3) officers per year and is likely to be distributed to differing shifts. The cede does not "require the consid ra 'consideration of expanding b � .� when calculating p g u�rn�ess operations tris en p generated ficin expansion. The querernent is based upon square footage,. '° o traffic generation' estimate for a po9ice station in the IT'S age There i,� n Mlanual. �aiven this long terrim increase in the number of employees and the assigrsrrient tri differing shifts, the proposed expansion will not increase vehicular traffic by morle than 20 vehicle trips per day in any given year's period. H Ari increase in the floor area proposed for a non-residential use by more than 10 percent excluding expansions under 5,000 square feed The proposed 3, 85 square foot expansion is less than 5,000 square flet, therefore, C it is eXempfied 9. A reduction in the area reserved for common open space and/or usable i. open spAce which reduces the open space area below the minimum required this co q y de or, reduces the open space areaby more than 10 P p g percent Open space- is not required as part of a commercial development, 10. A reduction cfP.ro act amenitiesecreataoralfacilities, �creoning and/or, Landscaping provisions)-below the minimum established by this code or b Mdri a than 10 ,percent percent whore specified in the site plan. Reciyeational facilities are not required as part of a commercial development. The CE30 gone e provision of a minimum of 15% of the site for landscaping, There, is currently the ,,� , requires p ently approxiir�ately 4a% of the site devoted to landsca a area, The p imposed expansion will not reduce this provision to less than the minimum requirements ',,A the Zone. 11i A modrfacation to citrons i _ . � � ,. . ' Qrr osed at the time Of site deveio nrient y p� e con review approval which ace not the subject of B� 1 through 10 above of this sUbsection, "he pc°posed expansion would not require a modi .atiori to the crandet" imposed with the original site 06velophlent Review (SOP 20-84) applic�tron. I I � a d ka �3 � 4n ea i .fir. y " "This!request 'is,determined to be mfr mo ifi ian to an existin site. Direotoes designee has determined that the proposed minor'modification 9 The � cataon �f this , existing site will promote the general welfare car the City and will not be significantl Hr detrirrrental, nolo injurious, to surrounding properties provideC! that development that occurs after this decision complies wIh applicable looW, 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. Arte arborist shall rerdiewr prepare. p � + p and r� ars► plans that ensure -the reservation of the �„ .. exisInI A, g large oak tree adjacent to the addFdgn, and the proposed rnofior ale pp 9 • e shall be of an adequate si e o parking. a land ares su ordn the tre • system of the tree.ee. In �additican, a plan shall be as to not damage a e root p eves the existing parking lot trees within the submitted that incorporates and re,�e proposed northern landsc�ap�� strip,. 3. A landscape plan shot"vin a p g the provision of parking lot trees In accordance with Section 18 '100.°110: 'This section requires the provision of a canopy eff`ct throU`l,r the planting of trees for each seven parking spaces. g { afore arta after calculations for • both lar7dspaping area and parking spaces affected by this proposal. If ou need add�tiona! ihforr I y � Nation or have any questions, please feel free: to call.m a (508),639-4171. # Sincerely, r^ v Tlliam D Andrea Associate Planner L SOk -84 land use fie .. c i:tc�trplfl�'dVilf�ablr�immd �► (� � ������ ��� , " 3 } r , ten,._ 11 4 NIAt �� i Fra111 NNl `� NN �li ANCE/00559> To: Greg, Will Dato sett: Fri, 13 Sep 1996 '10.16:58 +0o00 Sub'ec Jt: Mg 'Number of people �IVVcsrk�n,, Will,, this is ire response to youruestion to q Cary regeding the number of persons,working our largest shift............ I Our largest shift i s d g a s � /a t 0 4P ere,are 3.Q persons scheduled. From 2P to 6P we h a arsd th f ve an overlap shift and there are an additional 9 scheduled to work . . o, between 2P and 6F' there area f total.:.of 39 persons scheduled. Y I hope this answers oa r question r Ron l ; : d d i t i : Y i w I 0 R i 1 allowable building hey. ht of ��ic�h�:y Q coverac�® aria not excegedl a �i ht � 0, f®et. site P five percent iMco'�ers e' q perms ��ted in the cRD zone, the existing th .s the minimums lendec�a! in quirement for .l anr�r�ca inn �xcee�de type of `use. The existing access fro .'W Nall Boulevard s appr prte located and eyere uirementa foot access width and twenty-four �r 24 foo ®� � � h� thin The, existing, two hundred and t,' ��21�t ppaag�ing spaces v�e�aent width pro provided' on site exceeds the number, Of' required p�arl�iz� spaces of nia�®ty (90) when oom�a�.nQd with ether existing uses,: E'ca the purp®se of this request, an addition of four 4 ��rking spaces will be requirad° The neer of norlon�p�orequired will not exceed 10o therefore, ' aone driveway is required. The Addition to the Tig'atrd library, will, produce an increasin e vehicular traftic to ar, from the site in excess of 20 Vehicles Per ..day ,I'he ITE Manual states that libraries g (1����raga Da.i ly Trip) per 1,©o o squared teat enrate 450:5 T g The e;� building area.� approximate, s�.ze ct tie building addition : 1,3415 square g thus,producing 61 ADT per dad Thd eeS of or® appl io a1nt will be requires to pay they following Traic Impact Fee, aAd Walter Quality and Qtanti�ty F'e4 �E�TTC�N TSD' �.b Notice° 1�ot• F i.oe was pubYiehed in the xieurea� e: posted at city Hall and mailed to a 1 ,4LThe Pplicant c� �rwner u era. o xsco , �°d anwithi n the requrod distance q� .... „o.l :�eted c lanninq �rganat .c�n e rn she ' me Y�ei la.��rh©std P.,. , � g t a ger�cies � i.n 4 gin: THE Dw,18toN qaktt, Notlog 0s" ucTsION SDR 9366061 � ,, ` . 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J{'�{ �1 lP t y '{' �''`$i�r'�fi 3�L 1K�b... rr }i aP`,,4 t {ti'" n w' 'i, t.•, r n7C j' i 1 t!;iitl {+ ayc= aAr �.�Rd"!.?iiyit"'�rY res rciCif" v+i`i LrE. by� f str � 1 • - �7i °� r -il?,}Z!,�u'nr�Lt.k;�k�>{yr'1h�TyX,,,�,St.�,�{4^��a i YAF�X{('ri',:iuti.S.,Sk(�etY (��L44F'"e{�!f{7v,�"S �a�•� �""•'1� r, ,i v e ',� � !t.:� Y,)4}�I �"'"�.. -uta f.°,i{rGr:•.•. X fft y t�,14 b �t e)� ,� �r°'va��`lis ,y�y'L�� ;r A �p ; rryr'��, q '��•r4 1>'•� 4 �� •vn y-P f •v v] �,.ir�`Yhy h���� ,tXfl� la 'Lik Lwl, r/ .. !' �'7 r5 r°nd,Jr:, k 7�,i,� . 1 � ! PC.a} .� A'16 Yw- n3k II".r.�'s�'.�"^rt'I���r• to u }w J' xlraf r#rnWu �4 }. .t.°»-n, r ,.r... I, +,: J4,4" 1'41 til. - rfY• e ,I- ^:r 1. ! 1' :s="r 1 i w i - 1 (,^ �' ' 'f° ` »Lq lylr r1°7 '+7s,�V'`�:� �� r -�. •Y' rtt��r�;� iw§�x�'��' 1 1y .. r 1 r Y .! 1 J a d t t 9! �rs , I". From:.r "Greg Ber <FINANCE6GRE >, � To. FINANCEMIiLL 0 Date sent: Wed, 1ISe ' 9�612.23b2' 0000 ■ Subject. (Fwd) Re: City Rall remodel 1/Viil "Areas as requested except I'm not sure why he ex(;Iuded PD. Area of proposed expansion is 8,185 sq. ft. Addional parking is pari ofproject althoughit could be deleted if budget is insufficient. ------- Forwarded Message Follows From: "Mels YVlickdelson" <FiNANCE/NEL > TO: biGreg Berry" <FINANCE/GREG> • r ®ate: Tue, `10 Sep 1996 18:09:061+0000' Subject: Re: City Hall remodel > From: b'Greg Berry"" <FINANCE/GREG> „ I > To: F-NAN C E/N E LS > Date: Mon, 9 Sep 199616:51-30 +0000_ > Subjecti City Hall remodel f y , wer recently ,. need of getfiing � �1a11 area � �, cer�tl discussed with Will the for landiuse permit. Are you Still able to do this? Thanks. a Sorry for the delays l my rough estilmOtes ars: Library 12,300 sq ft City Hall excluding Police ='11,888 sq ft ap t ji I i t i a L City oTigard, regon optiorr S p � o ittee 1°090 2000 2 Dare iota ect n 2015 (SQ FT per-e mployee 250 FTS St1 Ft FTE Sq Ft FTE S Ft FTE S€ 'Ft FTE S Ft Engineering; X 3.00 3,z5 15..00 31750 18.00` asci 20.00 s a0 22.00 6j600 Community Development 24.00 6,000== 28.00 74000 20.00 71250` 29.001 71150 30.00 7,500 Administrative Services: 9.00 21250; 10.00 2,500: I.I.OG 23750 11.00 20750 11.00 21750 Fin ance�Aocounting s.50 2;375 11.Q0 2:750 '11.00 2,750 13200 3,250 13.00 3,150 E#1F 3~Risk' 4.50 19125 45Q' 1!x125 4.501 9,925 5.50 11375 5.50 ',,375 Computer Services: 2-.00 500: 2.00 500 3.00 750: 3.00 780 4.00 19000 r City Admi"nis#ration 4.00 11000. U-0 1119260115.00' 11250 5.00 19250 5.00 9:$250 Cit-Attorney 0.00; ) 0:.00 Of 3.00 50 4.00 9,000 4.00 1,000 66MI 151 500: 75.50 18,874 64.50 21,125',' 90M. 2112,629 94.50 23,625 iNetAdd 79125 Current Facilities Sq Ft _ Parking Requirements. currewf Proposed Additions Sq Ft Cost Cit~f Half 8,650 Citi-,Hal[ pie 4.00 Sq Ft 178 Police Phase 1 2,844 300,000 Water 6,800 Water 'i`pier 400 S€,F# 60 Police Phase (Remodol) 130,000 �. Niche 2,700: tabrary 1 Ener X50 Sq Ft Police Phase 3 ? Mbduiar 1f,400 Police 1:per empl largest.shift Library 19,000 31,800j000 Niche 1-pier 400 Sq RI 29 Qik- Hail 2nd F'nor 6,€350 1,000,000 tai 257 eater Addition 1880 Tafel. 19;350 200,000 R lice 8,6;00 Pa e Tbtal'- Site City Hall 24311 0 SQ-FT i ervious Surface .,.,..»....•..4 .._._ ....... ........ ..,.,...♦ :. ....,.,. ..,.♦.,.0.......a.. .. d Landscaping yl 1 rYN♦•,.♦a,a •,aJa ,s,Na•„a♦,ry,ayry,:,,Ma•N,a,,,' ♦:;_♦..:.. •,l.�.i:,`.,•_.:.!.Lu '-. - - 4 ; - ..Ca .a ♦,.,,.,,.,. ..._-- y J-J.�,J.�vJ•a,,..,.♦,tea.,,.,, ♦a `s r IN :y 2zi L J `• L, •1♦ ?, - - _ ,. _- y:, - : .. :::... -- :.... br . . ------ ON 3 6' :a :: ._ : ::::...: ` N - I Pace City Hall 8, 650 sq. ft. -(Ill070)V [daterBuilding' 6 F 600 sq. ft. '��' (8,424) Niche 2,700 sq, ft . (3,100) f y � r Engineering Modular 11400 sq. ft. �(1. 440) Po1 .ce F 600 s f t. (9 000 g ) TCYS 1,60Q sq. ft. (1,700) Library 12, 780 sq. ft . (12, 900) TO'N`AL, 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 ;�.xC building on the corner of Ash and Burnham on an interim �.r basis . Obviously, Maintenance .Services needs should be considered before a final decision is made on City-wide facility expansion and improvements over the next 20 years Parkin facilities j p , g � ., lines are a major or concern �.n any plan for facilities . The ' number of existing and required parking spaces by location is r as - ollows existing/required by Code City Hall 132/32 spaces Water Huilding 64/74 spaces Niche 28/ 9 spaces Library 34/32 spaces Police 29/28 spaces E, ineering (behind City Hall) 10/ 4 spaces ToTA.L 297/j29 Y `'` oning code requirements for parking; there would appear �+nde -_ e t0 be adequat- parki nq ,n each l ` � n ' i ty howevere Foca.`x.on. I: rea.�.��. .� Park,ng at ci ty Hall is al~'early inadequate. Tla :aes�'be� ��c""� 2� emn�.oyees on the1 -�� � s1h.ithe PJl 1.,CL' Leaart,rient,_ 29 p911i ce caws a nct 3 motorcycles that may be parked in tie lot _at any t?me. Even thaugn' 41.1 c the pol ice vehi clas are �norec essari7y in the lot at one tirme, a space needs to be LesewArea .for each ve,hicle to accommodate any combinaticn or er_ cyes i r or out of tL�e �.o�. minimum c�` 60 spaces is needed to accommodatd Po? .ce Staff vehicles .and reserved slots for Police vehi c .ws. There are 2 a s p aces scurrently designated ror Police use, 't eav iz.g a deficit o_` 31 spaces here are 28employees and 1,5 voluntee 8 staffing tfsci Library at any, cry' time ys rny' as 70atwons use the L braxy 'n an hct4�i~ and d"0 Ci"?i�,dr�?7 regularly attend SI-dry T1itle (our t'I'lost pope ic- r 2 f 1 i D OLICE AIT IO1T AEND MODEL speciication I y (�'(, �i1 r 44 wr.4 .•� �12�._ lr! �vvl I r 1 N ._ Architect' s 21 , NW Park Ave, Nlllarid, OR. 97209 503I224 0110 i� 224-5948 f + a PPO,-eCt riumber - P96-0702 I I I I ..,..,.. �. ........,. .,........... 7j f n , SPECIFICATIONS FSR POLICE DEPARTMENT ADDITION SAND REMODEL TTGARD t OREGON SEPTEMBER 1996 Architects Projoct 'leo P96-0702 Ft GTII 'T `ECi TE 9 D N Architects'. 215 NW ParkAveg Portland nd OR 93209 503 224l�0110 r FAX 503 224 5948 fi u_ . Russell Hanson, Project Principal STRDCTURAL E' NGINE, ERG ;1 1 James G. Pierson Mig veering, frac 408, 18W ;second Ave. , Room 505 Portland, OR 97204 VAX (503) 226-31,30 226-12861 Ferry Estoup, Project Engineer , � E Ia E C T R1,11 CA LEN E 8 R' ' Interface Engineeringr .. 6542 sE Lake Road 1 dilwatljue, OR' 93222 655 '6394 i H 'V' A C;1 Accipio, Inc. 4120 sE international Way Ste. A2213 li a le, DR 97222 X503) 65.E®9654,, Pak (503) 652-0652` 1 INPRE 'S It ,NT` A► G .t of Tigar r' 13125 SW Ha 11 g lYrd� Tigard, OR" 93223 Gr6g berry, City engineer (503) 639--4131' _ 1 ji 1 1 „., . I I i I 1 1 POLICE DEPARTMENT ADDITION & REMODELf Z IGAR ' 7 TABLE OF CONTENTS DIVISION 0 Advertisement for Bid Instruction for Bidders Proposal Performance and 'Payment Bond Contract ' Prevailing wage Rates General Conditions , , Genera: Requirement DIVISION 1 Section ''01005 Summary of Work Section 01400, uuality Control Section 01500 Construction Facieit. ies and Temporary Controls Section 015.32 Tice and Plant Pr'otecti' on SeCt .on 01700 Con' tr'a:6t Closeout ' DIVISI0*1,2 r sect 4 on 02072, Minor Demolition for Remodeling Se•otiOn 02200, Earthwork Section 02222 ExoaVation Section 02,.,23 Backf illiln: cj Section :02510 A.Ep g �.a1t�:c Concrete Paving �; llsV.tS2 grit d section 03001 Concrete DIVISION, -4 Section 04.320 Veneer masonry System DIVISION , S . Section 0550 Meta? vabridations !i 15—tPT 1 59 f POLICE' DEPT ADDITION 4 REMODEL' TIGARD Canten'.. t t s p 1 : i. ' t i i. DIVISION 6°. Section 06001 Carpentry Work Section 06112 Framing and Sk�eath ing Section 06114 Wood Blocking and Curing f - Section 06196 Plywood Web Joists Section 06200 Finish Carpent DIVISION 7 Section 07212 Board Insulation Section 07213 B, attl I and Blanket Insulation 5ectiaT07240 boated In sulata sn SystemSection 07533 D7astomeric 'Sheet Roof' ' n g-Mechanically Attached-Conventional Section 07620 Sheet` Metal Flashing and Frim Section 07710 1prefabricated Roof' Specialties Section 07900 Joint Sealers DIVISION 8 Section 08111 Standard Stell Relite Windows Doors and Frames Section 08210 Wood Doors Section 08520 Aluminum Windows System Section08712 Door �ard07are Section' 08800 Glazing Section' 09260 Gypsum Board Systems Sect' On 09511 Suspended Acoustical. Ceilings Section 09688 CaySt-G1�e Down and Base , Section Painting DIVISION, 10 NONE PIVISION II . t VJ8 i S r � C7' 6:�`' D+P'I' ,At)b 'IC1 ARD CC Il :lCzt .M' r I r G 2 { f ]DIVISION 12 Section 12512 Horizontal Iso-aver -Blinds IVISIoN 1'S Section®n 1 , 5 0 haslc blechan ic�,� 1�aterials and ,Methods Section 1,5250 Insulation Section 15300 Fire Protection Section 15400 Plumbj,,n Section. 157801 Packa ed A . � r Conditioning ,units Section 15880 Air Dish rubution Section 15950 Contro1.W> Section 15990 xestingn Ad ustifig and Balaracing DIVISION 15 ' Section 160101 .a, �asd ��lectric, �.�. RequirementsRequirementstan 16050 Bas c �'�Iatea.alS Section and Methods Section 16400 Serviceand 3J. ribution Section 16500Lighting` Section 16' 2 ! Pire A1arm SystemSectior 169® C 'Upaaacy .Oerse S : a w StPT 199 PxMMP"T AI7��?�7t'I�� & MOi��x,e �'7C001,1 ► c�h r . r K F; t, y ADVERTISEMENT FOR BIDS REMODEL A PORTION OF THE EXISTING,CITY POLICE DEPARTMENT AND CON T'RUDT° 35,185 SQG' Ft ADDITION Written,sealed bids will be received b'the Engineering Department,artment C' ') � g P-, � qty of Tigard, 1.3.1.25 SW 1:�a11 Boulevard,Tigard,OR 97223 until 2:00 o'clock PM November 20, 19%7�at which time they will be publidy opened and read. Proposals sliall be clearly,marked "POLICE DEPARTMENT RE,MODEL" and also show the date.and time Iof bid opening. Y The project includes approximately the following major items: The'worn contemplated consists,of the addition of approximately,3,185 sq. ft.to the City Hall as the at the Police Department and remodeling,along with landscaping and parking modifications and ini nor demolition. Plans and specifications may be obtained from,Ford Graphics,401 NW 14th Avenue,Portland, Oregon for a non-refundable c harge,of$25.00 each: Copies will be mailed for an additional fee of$5.00 per set of plaits and specifications. Plans and specifications may be examined at the following Plan Centers:Daily Journal of Commerce, McGraw-Hill Construction Data,IrnpactPlan enter,Oregon Coxitra.ctors Plan Center, Salem Contractors Exchange,and Southwest Washington Contractors Association. All bids will be publicly opened at the designated time and place. They shall be intact with the contract documents and must be accompanied panbya bond,postal money order,certified or cashier's cheep from the X b: amount of ten percent,.of the bid as security, idler in thea. 1 a with the Oregon Cons The bill' h° g' � , References may be re altered b traction Contractors Board prior to bid opening. � y req if no previous work has been performed for the City. The successful bidder will be acquired to execute a formal contract and performance bond in form as approved by the City's attorney. p y ' the requirements of the prevailing wage law'in ORS 279.350. The adder shall comply,.with y P . P The Ci ma reject an bid not in com liance with all prescribed public bidding procedures and requirements,and 'May reject for good cause any oi-all bids upon a finding of the City that it is in the public lic interest to do so. r , .Date j Nover>r>rber 4,&+6, 19197 Dail ourna y� l of Co�cin�erce Pt►blish Tigard`I''imes Publish Date,,,Nov' eiaber 6, 199 Q r` INSTRUCTIONS TO BIDDERS Form of Proposal; The Proposal shall be either`a lump.sono or unit price basis as detailed in the proposal section, If the project is on a lump sum basis, a single price will be entered at:the' t appropriate place in the Proposal.''Modifying the lump sura price to include cost adjustments for, addition ° s or, deletions will be done by Change order. Payment W1 be made for the work ac�uallry performed as specified in the Technical Specifications. The City of Tigard reserves the right to increase or decrease the amount of an yclass o,. �,,��®„rk as may be deemed necessary, �such`increase ' ` or decrease hi 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 IntretationThe Contract Documents oveM!A'n the work proposed herein consist of the Drawings and:all tnaterial bound herewith, These Contract Documents are intended to be mutually cooperative and to provide all details reasonably required,for the exeof cution thoroughly'hl tehxe proposed work, ersor�contemplating the Anyperson p g subrriission of p _ g y arnined all )f the various ^ parts of these Documents, and should there be any doubt as to the meaning or intent o. said Contract documents, the Bidder shall request,of the Architect/]Engineer in writing(at least 6-working days prior to midopening)an interpretation thereof. Any interpretation of change in said 'r o l be made only in writing, to the forma of Addenda to the Documents which will'lh�be turn dents v�nl Y • , s ed to all Eiddei s receiving a set of Documents. Bidders shall submit with their N, proposals, or,indicate receipt of, all Addenda. The Owner ,will not be responsible for any other explanation or interpretations of said Documents: t; Examination of Work Conditions and Contract Documents: It is understood that the Bidder, before 4 p p g ' si ng his Proposal, hastoads a careful examination of all conditions ertainin to the work anc1,of Conti-act Document;that he has fully informed himself as to the quality of materials and character of - 'condition the Conta work;required; and that he has made a careful examination of the location and condition of the work and the sources of supply l for mate nals+ a Y Each Bidder,shall himself inform o comply` � f and the Bidder avbra,rded a Contract shall.con lv-with Federal » State and local lativs statues,and ordinances relative to the execution of wotk This requirement is nr'C limited to, applicable regulations concert`ng nurumuiri wage rates, includes, .but, . nondiscrimination in the employment trent of labor protection of public orad employee p y safet environmental rotectio ;.the py and health, P p p n protection of natural resources,fire protect om!, burning and nonburning requireixients, permits, fees, and sirriilar objects. Site Con. Bidder shall inspect the site with special attention directed to conditions ofwork, � Conditions: Ei, .. ... . 1 ure to do so will not.relieve the successful Bidder ofhis-obligation to enter in to a Contract and - complete p i �the p net accordance with the Contract Documents, contemplated work in strict Subsurface Conrations, Test pits or,test holes have not been excavated in the area of this pr Oct. ` sis of subsurface coed' ions. � y iddcr shall rnal�e his own rnvesti atioty<and final a I Substitution of 1'vlaterials: EXcept for equipment selected by the Agency, whenever an construction method,'product, or process is specified by manufacturer, proprietaryy material, number, such specif cation shall be the material or process desired. T'hisroc clu ' or catalog construed as ehmi p .isnot to be g otheir products of equal,or better quality when these,products are full `. . natio y ' for $he propo„Wd a licaton in thE� pp sole-professional judgment of the City of'Tigard References to all such proprietary items shall b deemed to �� approved'°Or"a roped iial,'� � be followed by the words or as pp The��dder or his supplier may submit complete data to the'City of Tigard for consideration of another material, construction method, product, or process chi be substantially equal. to that specified. p ch shall Biddirra T)ncuments and Contract; The "Bidding Documents" also referred ed to as the Contract �� eferr • , . ,;, fonds Contract of the Advertisement for idr the Instructions to Bidders, the Proposal, xnl consist thereto. c . ral Conditions, Special pecif!cations, Standard Details and all Modifications i act Genu Said documents shall form the Contract. �. ai•ation of�°rom& I�roposals shall be submitted on the Proposal forms that the City of Tigard here required,All blar�lc spaces in the Proposal form must'be filled eut in ink, in bath words and fi ur I ^repanry words shall govern over figures• I'+lo modificationsgshall In t.h(�event to dist be made in the phrasE 01ogy of the forms. AnY:Pro Deal may y bye deemed nonresponsive wMch contains omissions, erasures alterations .additioY � r prices uncalled for, or.in which any of the rices are Obviously � ons or or which ' of an kind c� p sl unbalance y manner shall fail to conform to the conditions stated in the bidding documents, ch ' an `Pta,'p bidder shall sign his Propo,�,,1l In the blank space rovide . p p d therefore. Proposals made by corporations of partnerships shall canfain names and addresses of the rine" e Proposal i's:made by a corporation it mus officers or partners, If the t be acknowledged p c� al ofE'ice p if a wledged �y one of the principal officers thereof,'Or if made by a:partnership, by one of the partners, did Ssetrit:� Proposal must be accompanied ley a certified check drawn or a Bid Bond in the form bound here`v th issued by a surety an r com authorized a bank in good standing company to issue such brands in g ten percent (10%) of the total amount the State of Oregon, in an amount not less than ten of the P d This check or Bid Bond shall be given'as a guarantee �o Deal sub�utte gu an.tee that if awarded ntract far G the, onstruction of the ro ect the successful Bidder will execute the attached Agreement P J and fiirriish a properly executed Performance and Payrr�e�at Bond in the full pace within ten(1 0) calendar days after notification of acceptance. amount of the Contract i i and reserves t g� he ri` ht to:retain the bid security of 4 The City.:of T � - the three' 3 lovvestBidele� until the successful Bidder has signed and delivered the Agreement and furnished the re Bidders until and Payment Bond. Vpon failure of IO:West Bidder to sin required Performance P and deliver the Agreement and said ' rid bid may be accepted by the City of'riga aril upon failure oftbo se 1 bond the sero to provide the required documents, the MH bid may be acce ted, Gond Bidder p Bid seetintles ii!the form of certified check will be returned after the canvassofbids, xcept tiQse a. j of the three (3 lowest Bidders,s, which will be retained and returned within ten (10) days after the Agreement has been executed or other disposition made in accordancey herein. laid]Bons will be returned in the same manner as with the.provisions stated as certifed checks if the bidder so requests. Submission 42f'P _ All proposals roust be submittedrior to the ' in the Advertisement for Bids. p e tvrne and at the place prescribed Proposals shall be submitted in a completely -ealed envelope addressed to the Agency with the name of the Bidder, the name of the ins P Proposal is being submitted, and the time and date of the bid opening proveinent for which the �y of the envelopo, P g plainly written on the outside Modification Withdrawal of proposal° Fids may be withdrawn g p .. ormodified at any time prior to . openin u on written or telegraphic request of the Bidder. A.request for modification s reveal the:bid price,.butshoulel indicate A should not the amount of increase or decrease'the Bidder wished to make in a bid item or a total bid. No bid may be withdrawn after a ny bid has been opened. �.e ection �^ ^ _. . __ of Bids: the City of Tigard reserves the right to reject all or , � any proposals not in compliance with contract documents and to waive an informalities proposals, Bids may be rejected if the show a� and/or irregularities in said y y r n .alteration of form, admissions not, called for, conditions or alternate bids, irregularities of an kind, clause se in which the bidder re v r to accept or reject a contract awarded to him, or if they are not in confo ser`�s r��c right which rico rrriity with the iaw. Bid. prices are obviously unbalanced may be rejected, syn iasis of Award' The award will be made by the Owner on the basis of responsive, responsible, qualified L,idder. when projects are aid for in part Proposal from the lowest . de on the basis o. � p ds the f that Proposal sub lotted by the responsive, responsible,_ . �3' P on awardMil be made a with Federal fun Bidder submitting the lowest proposal acceptable to the financing agency, p ble, qualified If applicable, all schedule:, will be let under Contract, or as best a serves the Interests of the.Owner. If Contract is to be awarded.,the total of the lowest acceptable _ funds then estimated by the Owner as avail p e proposal exceeds the able, the Owner may reject all bids or take such o action as best sevires the Owner's interests. tlier Award of Contra rthe within sixty(60)days after the opening of Proposals, unless oth 'se stated INVITATION TO IIID or SUPPI:E NTARY CONDITIONS of these D erWr ocurnen s. � t e IN t,. _ pt one of the Proposals or will actin accordance with�.�, , the 1 SIS OF The Owner w111 accept _ AWARD , above, delE designated Proposal delivered in the Proposal, In the event of failure of the lowest responsible qualified Bidder to the office return s gn and rn the Contract with acceptable Performance and Payment Bond, asPrescribed` Owner rna award the Contract to the next lowest responsible � ethe y p qualified Bidder. Such away W1` be within � _ __ _. award, m ade within sixty{S0) days atter the opening ofproposals de, n2a Execution of Contract and Notice to Proceed, The successful Bidder s er shill within 10 days, not g days and legal holidays, after receiving notice of award, sin and deliver the g to th including Sundays e . Contract hereto attached together with Darner . I. 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 si n the Contract. f 'r Performance-arid Favment Bond: The successful]Bidder shall file with the Owner a Performance and Payment Bond on form bound herewith in the full amount of the actrice'a p , s 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, a or both, for.a period of 1 year after the date of finalacceptance of the work by the Owner. The surety furnishing this bond shall have a sound financial standing and a record of service satisfactory all be authorized do to the Owner and sh *to business in the Mate of(Jregon. The t y Agent)who executes this Performance and PaymentBondn behalf i ::of he ttorne =m�Fact(Resident ent A, hY Surety must attach a notarized co of his power-of-attorney as evidence of his authority to bind the Surety onthe date of execution of the bond. 1 Failure e Contract and Furnish 'Bond: If, the successful eras to promptly and Biddfails 4 to-Execute i prcoerly execute the Contract and furnish the P'erf'ormance and Payment Band, it is agreed that the Owner will suffer certain damages which are,difficult to ascertain and it is further agreed that the bid y ,g Bidder so fails to serur�t is a reasonable estimate of such damages. in the event the successful execute the Contract and provide the bond,the bid security shall beretained,by the Owner's_liquidated darnage, f i Time of nletion: 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. m Liquidated Do. a ges In the event:the work is not finally ;�.onnplete as provided herein its 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 unto i the work is finally completed(S!xndays and legal holidays shall be excluded`in determining the tot v al da_ s of delay,) Y ) The Owner'shall have the rig ht to deduct such liquidated damages from any atreount due or that may ,. , g shall be due and collectible from the . actor or the amount of such damages sh become die to the Contractor f Contractors Surety or the Contractor. The above-described damages pertain only, to tickle of completion of the a�ontract and Shall not preclude the Owner from clailming any other damages which mnay accrue under Contract law generally, NOTE NOTE T'O BEDDER Use preferably BLACK ink for completing this Proposal form. I PROP'OSAY, To: City:Haff Attention.: Greg Berry I Address; 13125 SW Fall Blvd, I Tigard, Oregon 97223' Project'Titled 'Tigard PoliceDepartment Remodel and Addition Project No: Bidder. a Address: Date Bidder's DdcAaration and'1Understandina i The undersigned,hereinafter called the Bidder, declares that the only person or parties interested in this Proposal are those named herein,that t'lis Proposal is, in all respects, fair and without fraud, that it is made without collusion with any official of the(haler, and that the.Proposal is made without any connection.or collusion with any person submitting another proposal on this Contracts ]` 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 Znvolved, 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 Documents, and that p '* de according to the provisions and under the terms of the Contract Documents, this Proposal��rna g wluch Documents are hereby made a part of this Proposal, The BiddQr furtheta declares by the signing of the Proposal that the provisions required by OAS C 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. n ' The Bidder further agrees that he has exercised his owri judgement regarding the interpretation of subsurface info i i i.. which he believes pertinent from the Architect, Owner and other source d has utilized all data q� , s n arriving at his conclusions, the f3�dder understands and a Tees th ���hednl,�s under ane Cont' at a Contract�s awarded the O y .. hard au g wner may elect to a ractj separately, or in:any combination that hest services the interests of the '4 r t a J i Owner. Contract Execution and bonds The Bidder agrees that if,this Proposal is accepted, he will, within ten (10) 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 machinety, tool`s, apparatus, and other means of construction and f ua nisla all m y p p 'indicated in the Contact Doc an a the wor ument materials necessary to complete all vv+�rk�s specified or s. Certificates of Insurance The Bidder agrees to fitrnish the towner, before commencing the work under this Contract, the certificates of.insurance as specified in these Documents. Start of Construction and Contract C�Ieti, ®n Time The bidder fu I rther agrees to begin work within ten(10) calendar days after receipt of the Notice to Proceed and to corn lets the p construction in all respects, of each schedule for which his Proposal is p n the number of calevdar days after the date of Notice to Proceed by the Owner as set ' d with accepted forth below, 160 Worldng Days Jouidated Darn es y completed p he.,ein, it is agreed the work is not finall com naiad as pro In the event �� sed that the (1r�vner will suffer certain annages which are dtfficult;to ascertain As a result in the event thewor1t is not finally completed on the p . ified herein,together with any approved extensions of the Contract time, the p on the dates specified , s e , reasonable estimate of its damages, to the amount of one hundred'doll iter h be ntitled as a ars( 100.00)p ' y' liquidated ges for each calendar day of such delay er cal da in li uidated darns. unto the work as finally completed, (Sundays and legal holidays shall be excluded in determining,the total days ofL delay) , The Owner shall have the rig ht,to deduct such liquidated damages from any amount due or that rr lia y become due the Contractoror the amount of such damages shall be.due and collectible from,the C!antractor's surety or the ContractorN The above,described damages pomain only to time of completion of the Contract and shall not preclude Iaiiirig any other damages which'may accrue iitYtler Contract law p the Owner from u generally; &denda reby acknowled TheBidder gas that he has received Addend'a No's r lie i .. ,r 1 C I i to these Specifications. (Bidder insert No. of Each Addendum J received.) 9Xgl Sales and Use Taxes E The Bidder agrees that all Federal, State, and local sales and use taxes are included in these stated bice prices for the work. Lumt) Sum The Bidder further pr opose's to accept as full payment for the work proposed:herein the amounts computed'.rider 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 for each.. type and unit of work called for in these Contract Documents. The amounts shall be shown An both word's and:figures. In case of a discrepancy, the amount show in words sha11 govern. 4 LIQ' SUM BID FOR ALL Wo AND MATERLA ,S SHOWN CITY"'POLICE DEPARTMENT T RF1v,[ODEI,AND ADDITION TIGARD, OREGON The Bidder_agrees to accept p as full payment for the lump sum work proposed un der the project as herein speei"ied and as shown on the Drawings, base, upon the undersigned's own estimate of I quantities and costs, the following lump suni of , .._._._ Dollars and Cent s (Amount vritten in words has precedence 51�wr Ife Bidder is marded a constnictio , Contract on this Proposal, the Surety who ro "des the the _P Performance'and Pa��rnent Bond will be whose address 'is y Street City a ap to ZI whichis the address 1.o which all conatyiunications concerned with this Proposal and u.lth the,Cntract j. 1 4 i shall be sent. The Karnes 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: I , y r t M I I I I f FER.F'ORMAN+CE PANT BONS Bond No Amount: KNOW ALL LIEN BY TB ESE PRESENTS, that as CONTRACTOR(Principal), and A COR'PORATION', duly authorized to do a general surety business in the State of Oregon, as SURETY, are jointly and severally held,and bound unto R 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 WBEREA.S the CONTRACTOR entered into a certain Contract with the OWNER, r for which Contract expressly includes and incorporates by this reference all Contract Documents including the Invitation to Bid, the Instnictions to Bidders the Proposal, the lae Contract, the General and Supplementary Conditions, the Specifications, the Drawings end all modifications thereto, INWITNESS: s PeriFormance fond shall guarantee pravprr�ent against defects in materials This . ofworl�rxranshr for period � e the int )y ate of written final acceptance by the city of p p o of one f year from the d Tigard of Washington County by its authorized representative. NOW TIFR.BFr ORE, if the CONTRACTOR shall faithfully preformall pro�risions of such Contract a .:for the duration theyhof, including the on (1)year guarantee period, and promptly pay all laborers,subcontr, actorsmaterial, men, and all persons�rlr� shall su��ly such world and services, and indemnify and save all persons who shall supply such work and services, wid ind emti.fy and save ,1 j. ,r w harmless the C►W , its officers, agents,,and a tiployees from all claims thereof, or front' persons arising or alleged to have arisen by reason of work and shtO in the time and manner, under the terms,conditions prescribed, well and faithfully da, perform 'and furnish all rnatter;s and thin rs as h j them i the Contract undertaken, and as by law, local[, state, and'federal p rescrib ed,-thh en tkusY obligation shall be void, otherwise it shall remain in full Borce and effect. r, PROVIDED, HOWEV'ER: fil no event shall the SURETY be liable for a,greatersura that the penalty of this bond r.. 7the SURETY for the value received,hereby'stipulates and agrees that no change` e a g , x$ rdS1on of time iilteration, or addition to the terms of the Contract,or to the work to be performed theretunder, or the Specifications accompanying the same, shall in any way affect its obligations of this bond, and it sloes hereby waive notice of any such change,extension of tithe„ alteration, or addition to the terms of-the' Contact, or to the work, or to the Contract Documents, Signed and staled this day,of _ 1997. _(SF qGNTRACTOR u SU]?,JET By_ � Altorney-in-fact Approved r oved as to form: � T K to CONTRACT THIS CONTRACT, made and entered into, in duplicate by and between the City of Tigard, Washington County,hereinafter called OV'NaER , and. t b hereinafter called d1CONTRA.CTOR" for the project entitled: WITNESSETH: THAT the said Contractor,in consideration of the sur a 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 a�id provided dor and to furnish all necessary machinery,tools, apparatus, equipment, supplies, materials and labor, end do all thirigs 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. TI-LkT the Contact Docum.ents, consisting of Invitation to Bid, Instructions to Bidders, Proposal, "Contract'", and the attached labor and prevailing wage infor nation, Performance and Performance a f 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 herewith,are hereby specifically referred to and by this reference made a pert of this Agreement and shall by such reference Glave the same force and affect as though all of the carne were fully written or inserted herein. THAT the Contractor shall faithfully cotnplet and perform all of the obligations of this Contract; shall make a .rnent ro p y promptly as diveto all subcontractors bcontractors and toall persons supplying to the i Contractor or his subcontractors, egi'Apment, supplies,labor or materials for the prosecution of the i work provided for in this coptract or any part thereof; shall pay all contributions or amounts due the State Industrial Accident Fund and the State Unemployment Compensation Trust Fund Broin the n Contractor or subcontractors incurred in the performance,of , p this Contract and pay all sums of money_ withheld from the employees of said Contractor and payable to the Department of Revenue pursLiant 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 intake payment to any per8on, _copartnership, association, or corporation furnishing medical, surgical, hospital care or other needed care and attention incident to sickness or in upj to the employees of such Contractor of all suns i z i which the Contractor,has,agreed 'to pay for such services and all monies a , nd sums which the Contractor collected or dedu;;ted from the wages:of has employees pursuant to any law, Contractoror agreement for the purposed of providing air paying for such service, shall;pay all other just debts, dues, and demands incurred in the performance of the Contract; anal shall in all respects perforin said Contract according to law, THAT the Contractor shall comply with the Prevailing wage Rite 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 beforethe 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 Ln the work of developingin.the materials furnished and the workmanship perfoirned ander this contract for a period of I year atter . the date of hr p substantial completions acceptance as appropriate of the work by the Ov�ner and f i��eracceptance or 4 agrees to indemnify and save the Owner,.harmless from any costs encountered in remedsuch defects: YM- THAT inconsideration of the faithful performance of air off•the obligations, both general ands special, p , , and in considers` in set,out tion_ofthe, performance ofthe-work as set forth iu the Contract Documents, farthfiYl ezforrnainc , , and in.accordance with the directions of the Architect and to leis satisfaction, the,Owner agrees topay to the Contractor the amount earned, as dcte�brined from the actual quantities of work refonnprices , . ed and the and other •,a r° � p: � e price and other basis ofpayment' s specified an th d taking quantities of work performed and osis from the actual in p - ration any amounts that ynay be deductible and wider the terms of the Contract and to make such consideration payrrients in the manner and at the times provided in the applicable Contract Documents, I'T IS expressly p essly understood than 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, I ' i It is agreed the time p p • ` for alae completion of the C�ritract based upon the Proposal, shall be the .g limit p , 4 day of 1997: j i a. In the event that the Contractor shall fail to complete the work within the time linin above or extended i time limts agreed , o • i g.eed upon,n, as,more particularly: set forth in,the Contract Documents, �quidnted�aiiria:,es shall be old a ,. . .i . g t the,t•ates described p r �; s p oposalnnda�y and legal holidaysshall 1?e r i r I;! I tt i Putuded in determining days it ftault.' J� IN WITNESS '�HEREOF, WE, the`parties hereto, each herewith subscrioe the carne as of the day of , 1997. CITY OF TIGARD OF WA.SEONGTON CC T'Y, OREG 3N Approved as to Form: By: Attorney Title CONTRACTOR' OR' By, Title a { u t • c k, l � ' A v. . tl I e}• j ,a 'r s l i 1r i I BUREAU OF LABOR C AND INDUSTRIES T'RIE S r f July 1, 1997 �1 Jack Robert Commissioner F This bo prevailing g non-residential building 'and construction lin wage e rates' far non res .booklet contains the revai 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. 65. Rates are published in their entirety twice each year,although specific occupational rates may-be amended more frequently r� { Prevailing wage rates are the miiirnum wages that must be,paid to all workers 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 mist also be put in the a contract. The rates.in effect at tho.time the bids ecificatiotis are first advertised are those that pP y p 1 p g the bidding process the a 1 for the luxation of the r ct^ with one exception-, if Burin 1 ' prevailing; wage rates change,the pubilic contracting agency has'the option of amending the bid specifications to reflect such changes, ' L e islat ve char e g g highlighted on page 7 of this , sin the prevailing,p g wa a rate publication. law ark • It" sort identify oris iil errors ' the rates published, please ..bringthem to the attention of . the PrevailingWage Rate Coordinator in Portland 731 N4074) If you have an questions about the g � j_ _� y _ manner in which the prevailing wage rates are enforced, contact the Nage and Hour Division in Portland(731-4®74): J I k JACK kOB]ERT Con�rnissloner Bureau of Labor and Industries PORTLAND - �{D I F t3 D ED o EUC�E E EN 11� N 800 NE Oregon St.#32 165 E Ah Street,Suite 220 1250 NE 3rd,Smite Bit)5 7M E Main,Sui 105 (51J3)731- WO 541 8 r 3 68 7625 i' �e5�d,354-63301 $Aet5tC�1r Portland,OR 972 2 Ett enc t )� ) ( )„ VA��0,3),731069 FAQ(" 1)68ti-79$0 FAX(541)335-6273' FAX(541)7"✓6-62694 w SALEM PI l D1rETo1`! r. vi 1 3$65 Wolverine St.NE;E-1 200iai�e $alern,OR 97514 rend2on,OR 0801 awg i As 5b3 378 3292: 1 t ) AN t"QUAL OP4 FAX($09)373-76 6 P�?TtTLJI�TITY EIvt LC7!'>✓R PAx MI)2763-29 0 TABLE OF CONTENTS July i i r 1 �r 99� I general information - --------- --_________.,.,_-----1- C' nl ------__---_--- -__-p------asked uestions ---------------­---_ -------. Booklee ----------------- ----------------------- Note T--� ... ____.�_.__ _----_--_a_____________ _-_- -7 Sample Language - --------_�--------b-_.�__---_--- ------____,-- -------_-_ g Apprenticeship Rule Change Letter dated April 29, 1997 ----------..__.,. July rate determination for. Heavy-Entire State F$ighway-Entire State and Mon.-residential building tl Coos, Cur°ty, Douglas &Josephine Counties) ---- -----. --_ -- ------------------ 13_26 Construction categories: ------------ ----•.,.__'.--- -- 27-25 July rate determination for Non-residential building in the co"unties of: Coos, +furry, DoughW & Josephine --- - --__--_.._.._-_-.a..________________29-31 List of debarred contractors -------------- 32-33 Forms necessaryto corn with tJ this a RS 348 through ORS 2119-375 ►ill be found in the bade of this booklets Contractors are eneotiraged to use the forms pr�uvided as mast&E oi , and to keep on File for prevailing Wage rate projects, sets. i i I I i Y I: ate■ =THISORMATION i5 AVAILABLE IN AN ALTERNATE FORMAT AI�011filC�NI,�IVT The prevailing wage rates contained in this booklet generally reflect non-residential_building, heav ,and highway construction rate's determined for Oregon by the Secretary of Labor of the United StatesY 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 copy of this booklet, please contact: if You would like,a co let, Prevailing Wage Rate Coordinator Bureau of Labor and Industries F Wage and Hour Division 800"NE Oregon St. # 32 Portland, OR 97232 (503)73 -407 The firs `copy is free. Additional t co copies are available for $2.00 each, �Ef\IERA! II�FQRMATIQ,N information in this section and in the "Commonly Asked Questions" is meant to provide a convenient reference to Oregon's Preval 9 ling .wags rate 1,_aw. It rs nota complete'statementof the laws and rules. If you have questions about the enforcement ofrevaili'n rates, P g wage g please contact the Wage and Hour Division. ©ivision offices mar be reached at the following phone numbers: 'i Send (541)388-6330 Portland (503)731-4074 Eugene (541)686-7623Salem (503)378-3292 Medford (541)776-6270 ARd?.r=ir& and Tra,j,CA Apprentices and trainees may be employed on public works projects. To qualify as an apprentice or :Department, the of worker be registered in a bona fide apprenticeship or g program' trainee, �� the w, Laba►r, Bureau of Apprenticeship trarnin of the U. , pp ship and Training (BAT) or with any State Apprenticeship and g Agency ,9 y'; 03) 731-4072. The a0prentice or Trarnin A enc recognized b BAT, For in call (5 , trainee mirist receive all f, nge benefits* and a percentage of the journeyman's Wage rate which is listed in this booklet: This rate may be different than the rate contained in the Apprenticeship pp i percentage shall b p or trainingcommute" 8 bedetermined by the appropriate apprenticeship Standards far thQ trade. The correct er e. 'All other workers must receive rates as publrslhed. �- . REGARnING TEMPORARY ADMINISTRATIVE MULE RELIIN PAY ' SEE APRIL 29, �t�TlG! �. _.., done FRINGE fdIVEFITS TO �4PPRlE(11TIGS PIVD TRAINEES. (PACaS 0-12) day In certain tradesi the basic hourly rate o1' pay progressively increases based Upon the distance betti�reen' the,job site and a desi hated landmark, g g andmark, this is comrrianly referred to as zone pay. To,determine the hourlyWage,, on the number of road miles the jobslte is from the closest designated city (►cased either on dista e� find the correct zone oance fro hall hi cal city hall nefto he ba,c hourl Cerate r of the c1ty, depending on tht, m 90 g p ' ► trade and add the amount f p g or that zo �' Pay, is the basic hourly wa e U on which avertim °ne pF�y, unlike travel y q p e is coniputear, :JULY 1. 1091 PAC3E'1 a !i i GENERAL INFO Mb(CONTINUED) Bid 15H The specifications for ever . specifications are first et must include the current prevailing aJ y public warps contra ' effect at the time the s advertised. A statement incorporatingtheexistinetrates b reference Will ,'==I satisfy this. requirement (ORS 279.352). All contracts and all contract specifications for a public work are required to include zt r provision stating that the fee shall be paid to the Buireapi of Labor. Sample language is included in this booklet, ®rl.': if a public agency falls to include s 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 documents, the liMility,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. ply. t`rince .fi � ( Payments for fringe benefits are in to payments addi7 to the basic hourly rate The term "fringe benefits" refers :' 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 benefit, include ahy benefits which may b required' by federal, state or local law (e.g. Workers Compensaticnw Unemployment Insurance, etc.). p p pension plan, must post notice describing such a health and welfare plan or a Ever contractor or subcontractor that provides Y g s f plans inoatconspiicuou 9 P conspicuous accessible place on the p.r0jectJ0R9 279.3E-0(5)J Frin a benefits may be y paid to the worker in cash or to a third party a administering a frin a benefit prograWhen an hourly rate in excess of the required prevailing base l rate is aide m:the amount by which the rate is exceeded may be credited toward benefits. P yment of fringe Senate gill 234 was signed into law by the governor acid'became effective oreJune 9, 1997. It applies to contracts 27 334 a rd,fn red into on or after .dune 9, 1997: This legislation revised the provisions of OAS 9 fit when Payment of overtime is due for work performed on a public works job. The new laW teqUiros p y f rtirne for work performed in excess'of S h®urs in a day 0140 hours n any one week whg thewont week is' five consecutive da a Y . Monday through Friday,- At 10 Y k hours a da or 4® hours i`jj any one Meek when t 9 y' p the wok erformed on Sat consecutive days, lVlanda Work vweek is four con throw h Frtde, C?vertime muse also be aid for all Work p i�rday, Sunday and the followin Mes' legal holidays: bleu 'year`s bay, Q Otborial Day, indepesidenoe Day, Labur Day, Other Thanksgivihq ®ay and Dhristrnss Clay: S113:184 g p y give p . � ers to ave written notice to em to ses who erform Work cit public works also re wires em lo- �� .. work ont y p g contracts (,ether at the time of here or before cornmencernent of he contract, or ostert a notice 1h$1 location frequented by employees, of the nurribe"t of hours per day and days per week that eM016y"60s may be required to vwo& t riot than l - - f t.. . � � one and one-hal antes he basic hourly � y �verterrne es calrulaated a at less _.: ,+ t y rate; as deterrreined b the ComtnissiQner of labor (not ereclud ng fringe benefits which sire paid, at the straight rate for every hour worked'), In the computatio` p y . pay n of Qvertme, travel a'` does riot deed to be enclulded, but acne , a defferent1ials do: i I, , 1 111El��1L IIVFC�F3111I,ki�(CONTINVED) w ec(Continued) Gontrubtor z who violate the requirements of the law are li i able to the ern Io e p yes_affected in the amount of their,unpaid overtime wages and in an additional amount equal to the unpaid overtime wa0es as , liquidate, damages. Additionally, if the 'violation resulted from willful falsification of payroll records,' the contractor shall be liable to th® ern to yees affected amount of their overtime wages and inaJditional amount equal to twice the unpaid,o�ertimeva es as damages. ., NOTE: Contractors who are signatory to a collective bargaining agreement g g g may,be subject to different overtime requirements t®i�3 279,334(3)). Cjfica_ The law requires every contractor and subcontractor to file certain information on wages worker em to ed o This statement Must completely, and 9 s paid to each p works contract. y accurately reflect payroll records for the work !e' imnnedi y P Y n a public wo , P atel preceding , .the pree.edin the submission. A contractor or subcontractor must complete and submit the certified statement contained on Form WH-38 as well as the r information required on the Weekly payroll; Form Mill-88 and instructions for corm letin It !, included in this booklet. The schedule for submittingit are Payroll information is as follows:: (ince within 18 days of the date the contractor or subcontractor first began work on the e pro ct j , once before thefinal inspection of theproject by the pdbliv contracting agency, ;in addition, 'submissions are for oro .rrs ��ram -s#.�:r � dinq.� to be made at 90 day intervals. When;wdrk on I a,project starts and finishes in 1,5days or less, the contractor or subcontractor,which performed the work shall submit.a payroll and certified statement form which accurately and completely,sets out thepay roll for all the work erforrned'`on the project. Payroll information is to be filed with the public contractingagency, p y muss be kept by the contractor and or subcontractor for three years, g y Tlie a t•o(I information rmation � 4 r k'. i i i r "f j, �f x JULY i, 195T � pAG 3 is i f' , f I, �r , a t: i y CtNiIVIONLY AS CR,J �71C3N ), What are A prevailing wage rate is the minimum wage, including fringe benefits to b e paid workers semployed in contracts for public works, Different rates are established for specific trades and specific,geographical areas. 2) Who inList �� i�rage rat�,s, i Ali 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 (east the prevailing wage rate (PWR) for time workev on the project, unless otherwise exempt Office/clerical employees and supervisory employees who are supervisory only and do not r perform any hon ds-ontlabor are not required to be paid the PWR. A person who owns operates his/herc on ruction projects (Owner/Operator) is not required to be paid I the PWR. This:doe of include owner-operators_of any other type of equipment Ypsuch as bulldozer, scrapers, backhoes, cranes, drilling 'rigs, or welding machines. 3) What shave contracts ^.+Fm-Federalf l than $2 0, When more 00 of.federal funds are involved, the contract is ii� subject to the provisions of the federal Davis-,Bacon Oct, not Oregon PVi/R statutes. (Further information may be obtained f corn the U.S. Department of Labor, Wage and Hour Division, Portland Ore he ei Oregon (503-326.3057).) Int event that federal funds are involved but the contract is not regulated Oregon's prevailing wage rat y under the Davis-E3`acon Act, a statutes may apply (ORS 279.348 '279i380). S!te=in s#atutes Dei ,q to vvertrcx>,e_xea rr X4',1] mly- 2,n Zb stand federally r �dr?tractsi�i3 279,334-1. 4) t don`t have a pensionhind How do i catchiate fringe.be atits? i Workers must receive at a minimum the sum of the basic hourly rate plus all fringe benefits for each houri worked op lic works contract. Fringe benefits may be paid either to a third party trust account or in cash directly the worker, a 5) MV emalo Y es i'ec jve health bene f�a 'I get crt-dit for the heal�b ber,pfit wh n I rlre re my p�uCt,II on a uf�l'c ws�rk ) —' Yes. a end• xp itures an employer makes for bona fide em I Vft benefits can be charged atlainst the fringe benefit payments designated in the prevailing vage ate booklet, `i"o learn how to compute the correct hourly charge, call the Wage and Hour Division (503-731-4014). 6) + pit if rhe ae are� ud-Y b 7 m Iov =e All Workers must receive at least the basic y g' rine benefits for each hour ' project, p Y asrc hour! rate. of wage and fringe _. worked on the If an em to ee Is paid other than on an hourl♦ , woy basis, the equivalent each q t Dourly rate (for both Waoes and fringe benefits) must;still be at least equal to the rates published, ( ' `7) H!am do.1 rlassify vV rker�? r Virtuallyall of the j .Job classif:� . , ,_ � y . r J � riJctiun l Y p Y ir,.atrorrs/trades'normall used in the non-resrde.�tial const she job classifications p , industry are represented b t ssificati�►na used in this PWR j l�licration These classification titles sh.juld bei,Used according to oemmon practices If you need residential E con Wageruc - Ar, ie l tes, or if you heave questions about how to classify workers, contact 'the Prevailing ordinator at (503)-731-4074, Laborspecific skillstrain } . , . do basic �vr,�rk requiring rip spe , ing, or kw�owledge are generally cls sified as Group l Laborers, (Dote:that Leidsca erg are classlf"e p i c` as Laborers, and Orn"ah-lei tal lrohWorkers are classified a$ Ironworkers,) , 1 ..... ..... .... ..,...,.:.,n, ,,,.,gin,,,, a I s j 0--- �i��LY UUTIONS (Continued) 8) Whore" n :;, roe ermined Fww� Iona ar h y "fecti�c�? Prevailing wage'rates are determined once each year by the Commissioner,of the Moreau of Labor and Industries. The Com rmssioner may amend the rates at any time. The rates are usually amended at least once eachear. y The rues in effect at the time tete bid specifications are first advertised are those that apply for the duration of the �coritract,,with one exception if, during the bidding process the prevailing wage rate changes, the public Contracting I agency' (not the contractor) has the option of amending the bid specifications to refle.t such changes. p' 9) How dol 9�t r' 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 labout the work-site. mates need to be posted for the duration of the cab., Contractor. who intentionally, fail ''to 1 end subcontractors ' r post the PWR can be made ineligible to receive any public. works contract for up to three years. 1 C) What r ,n I do ,bout a actor contrho i� • Yv no cnmolyina with CJregon' •Pygi i' File a complaint with the nearest_office of the Oregon Bureau of Labor and Industries (see list of offices on page 1 p 9 ), or contact the Wage ° and Wou � , r I]ivisian, Bureau, of Labor and Industries, 904 NE Oregon St, # 32, Portland, Oregon 97232 (503-731-4074). You may also complain to the contracting agency, which has the contractual authority to pay_ PWC claims directly to a contractor s yr subcontractors workers (ORS 279.314). 1 { ado notmfal �1) contra _tnr �Q. Y Contract ors and subcontractors who pay less than the,prevailing wage rates may be liable to the 27 c workers affected far the amount found due lug an equal amount as liquidated damages (OILS 9.356) Also, the laser now provides for a of ' p l y u to $5,000 for . P idd eraalt of,up an° violations of . I adininis:�rzi�tisre cul � � 9 ��+ prevailing t~I 9 p pursuant to those ' rules" statutes. Contracting , . e s, includin 06 �7J 3�4E ttoac 79 38J and the revailin Wage rat the reyaaling ova a rate law n agencies,ger�cres have.the contractual authority to withhold payments due or to be due to the contractor or subcontractor in order to pay the (anpa d prevailing swages directly to the worker (©RS 279 314). Co y pay the tors who. intentional) refuse toprevailing` intentionally Contractors wage rate to workers employed and subcontractors i p yed on public works or to post the pWR on the fob site ma be deterrhi t ineligible' Y ned �o be employed any public works contracts for a period of up to three years (ORS 2;79:361). g e ,o receive by the contr•actos or subcontractors have a right of action against a the Workers rime Contractor for an Unpaid g g st the surety R, y npaid prevailing Wages, A List is kept of a ors, subcontractors, and otherpublic persons;.,ineligible fio recerve rks contracts and subcon p 11 contract indi � p a +Cohfiractor or subcontractor rs a Cvr oration, the works vers and a ants of the cor ora , tracts. When P barred in addition to the corporation. drvrdubis'who intent onaMl fart do a or os trran can be de As ai resl�lt ih i y pay Post the PWl are prevented from simply moving from ohe corporation to another. In addition, OAS "79.073- � 2 ides that, any person that loses a competitive bid for a .Icon roe ... Conbidder y bring an action for damages against the person who is awarded the tract 'if the log!" 9 b" s r c'ran Contract May . . . knowingly Violated any one of �e�J'eral laws, rrycludrh Che rf�ruCan ernen�establish that the winner has:... ! the contract, The :losing bidder is entii:l dR o e ovelrnas sage �ates vvh�le performing siVork under � cyurdated damages, 10% of the losing it bid amounts or• 150000, whichover is greater, plus reasonableattorney fees,; i �i F. Y i, 197 RAGL'6 r C©IU9f dQNLY° _=EB_TJUa (Continued) 12) tim much do I pgy_a9 2C.el To qualify as an apprentice, the worker trust be registered in a bona'fide apprenticeship PP hi program R or m 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) i 731-4072. The apprentice is to receive jW fiinge benefits' end a percentage of:the journeyman's wage rates. listed in this booklet. This rate may be different than the rate to co fain n ed 'n the R e Appreviticeshi Standards for the trade, ` The correct percentage shall be determined by the appropriate apprenticeship committee. All other workers receive rates as published. 1997 NOTICE REGARDING TEMPORARY ADMINISTRATIVE RULE R SEE APRIL 290 ELATING TO PAYMENT ©F FRINGE'BENEFITS TO APPRENTICES AND TRAWEES. (PAGES 9.12) 131 wh retards rest p? EOL.how-log? Contractors and subcontractors are required to keep records necessary to determine if� prevailing . wage rues werepaid. These records must include the P�yrnl6 and Certified Statement Form (WH-38) as well as the following; The name and address of each employee; the Work classifications) of each employee; the rates) of wages I and fringe benefits paid to each employee; the rate(s) of p fringe benefit payments made in nlieu of those required to be provided to each employee; total daily and weekly compensation paid to each employee;, dally and weekly hours worked by each employee; apprenticeship and training agreernents any payroll and other such recordspertaining to the employment oforriployees upon a public, works. contract. Administrative rules on prevailing wage rates re uire that these records b i q +� kept for,a period of - three (3)' years from the completion of the rpublic Work contract. Other legal considerations may require retention of records for 9 period y r g to public works . � p greater than 3 ears. . Records re contracts must be maintained separately from records relating to private projects/contracts!, 14) Wbaforms ar ij ,�encies rea sir r�ceau of Labor and Inrf�_►ctri�' 7 Public agencies are required to prepare .and file a dist of every,public irhprovement that the agency intends to funddurin the i;ubse cent budget period with the Commissioner,of the g qg I' Bureau of Labar and industries RS 279.0:23[2]). if, after the original filing; the agency plans sures (rJ additional public improvements, a revised list is to be ,sUbmitted (OAF! 839-16-005[21): The 4NoflcO, of Award of Public Works Contract" is to be flied with the Wage and Four Division e payment of prevailing, within 30 day, of the date when a contract �• awardedwhich requires th vaih Wage rates (ie., is awarcle is Wa regulated under ORS 219.348 to 27 1:380), Civil Penalties may be assessed for failure to file this No4iGer Copies of the "Planned Ptiblic lm rovement Sumnna (Forth No P ry„ . WH-118); the "Capitan p �' - ,p ate"„(WH,119);, and the "Notice of Award of Public Im rovement .Pro ect Cost Com arisoh Estim Works Contract (WH E,1) can be found at the back of this booklets cohtractino a ;n° hake an �OCeI # . . � Y�� � ai�1.D9.-yil-ag.�r� 0-211-its 9�'.�.Y a' men f brev oublic w+orkc �LrS�I.t According to ORS ?9.314, all ubin€. c Yes: l w cts for work or services p a c►ntra must contain a clause or condition permitting ti g 9 y past due g, irri pay I�' , charging' P Y p 9 1e contractih a encs to a s worker's �a e c i e or to become due to the contractor. the � a� rnen a aIRS t f,,.irids tlu JULY 1, 1997 ' F'AGI6 i r, S (, f F" e e w b 4, r' • I forms hecessa to a public works ro'ect are ranted in AI rY p p 1 printed their entirety and provided in the back of this booklet. TIti . e instruction shoot WH=38A,is provided to assist contractors in completing the payroll/Certified Statement. A synopsis of Legislative changes arafecfing most public agencies which award contracts for public works projects and the Ontrmctors working on`those Ori�jects is given below. The threshold for PAIR pro4octs is now+ $25,000: sContractors receiving` public works contracts must pay a fedequii to one-tenth of one percept of the total contract price of the project. All contracts and contra' ct specifications must contain a provision stating that the fee shall be paid to the Soreau , Contractors are no longer required to send copies of Ito certified p y a roll staternents'to the Bureau. void compliance Public conteacting agen�.ies May not divide protects to a„ Wh'th the PWR law. ` ,. penalties of up to $E;0®0 #nay no be assessed for ah violatiohl { Civil eh& y of the FWfi Iavv or the administrative ru@es:- q revised. $ee "Oensrei Inform tion"pages 2&'3. Effective June S, 1957, overtime 6 e �iirements a' Effective Septombor 1, 1996;Truck Driver coverage criteria c4hahged, Effective April 2i1, 1997, fringe benefits for bpoebntices in s pecifioc.upatlons amended. M ATION CONCERNING T14ESE CHAN�GESo CALL AILIN THE PRE WAGE RATE FOR MORE IMFOR, COORDINATOR AT(503) x'31-4074, EX, 2504 1 f WE HA1 E ATTEMPTED TO MAKEALL CHANGES NO'TICEA #LE / PRINTINd THEM IN SOLO TYPE; 1 BY i c i i' i i. I f ri JULY i, 1091 p A t:E 7 w r s Y r "AU CONII crs AND CONTRA CT sPEcIFrCA TIONS MUSr CoNIArN A PR 0 VT—TION ISTA TING TBPA T THE:FEE,SHALL BE PA in To THE BUREA U.v► Examples of language,satisfying C� 2 g► g I�.S �79.352(2) qqi i 0 r The contractor is required to pay a fee to the Bureau®f Labor and Industries pursuant to the Provisions ofP,� �79.352( �. The fee is one-tenth of one percent of the prix of flus contract; but not less than$1 00 nor more than$59000,regardless of the contract price. -The contractor shall pay a fey equal to o6e-tenth of one percent'(.1 percent of-the this eon > rise of tract. The Pee shall be paid on or before the first progress payment or 60 p P Y das from ta e work first began on the contract, whichever cones first - The fee is payable to the un,"Au of Labor and Industries and shall be mailed or otherwise delivered to the Bi�.reau a P the following address: t Prevailing Wage Date Coordinator Bureau of Labor and Industries Wage and Hour D'vision 844 NL Oregon St.*32 Portland, R 97232 r �n. t i I i u u . l ig87 I GE$ , x April 29, 1997 ,BUREAU OF LABOR ' To: c Interested, �.Partied AT1L� IT��I7L7S'I'RIE,.; ; From: Christi;tio 4.'Hammond Admhastrator Wag ia and Hod4v"r Division Rei Adoption of`lean or Pr x e a41in IVa Rate P Rolfe F Rules Blatin �ri n Prevailing e g ,� g Benefits Paid to Apprentices and Trainees Jack Robert.; Commissioner Attached for your informatior t is a copy of temporary prevailing wage rate(Division 1 6) administrative rules relating to the payment of fringe benefits to apprentices and trainees. These temporary rules dere filed and because effective on &pril 29, 1997. "fhe rules will be in effect through October 25, 11997, tanless amended stoner. I The temporary rules provici; that the rate of pay required to be paid for fringe benefits to registered apprentices and trainees be riot less than the rate paid to the majority of apprentices d trainees in the same trade or occupation as determined by the c�zaiii>i5sioner. The roles also u provide that if there is no majority in the same trade or ocdlPation, apprentice8 and trainm,;I must 'be Paid the full amount of fringe benefits as determm' ed by the commissioner. Prior to the adoption of these''temporary rules, the rules relating to the payment of fringe benefits to apprentices required apprentices and trainees to be paid the hall amount of fringe benefits aid to Journeyznezi. The agency has now determined that the prevailing practice in a lirriiited number f ourtie pay pP trainees a percentage of certain fringe benefits'paid to o trades is to a apprentices and traixip' n en,rather than the fullamount. Accordingly,the tempbral ry rules will noW-permit payment of a percentage e of the fri , P g Y n e benefits aid to journeymen in those trades where there is a g p • clear shy, g That the re Mailing practice is t©pay registered apprentices such a percentage. win p For more information, or to request a deterinin,at` �.onunissioner .. .ion b' Y pertaining to fringe _ q the ` I; benefits to b6 paid to Apprentices, contact the Wage and Hour. Division, Prevailing wage Rate �i Unit,at(503) 73 1-140'74ext. 250: a: y g:\vvhd1adirrilalantpartl.sai'ri , d P'OMAND EUGErtE BE1di7 MEt7i t313r� 900 NE C+r orf St.k2 eet,Suite 22p t4d NE 3M,Suite BIOS loo Eu one, E Main,Suite 105 Pod 6a hd,Oil 97232 Sd i bOR 97401 dtord,OR 97504 �'8. i�5�7th 5tr 503 7 1-200 $ 8enif,OR X7701 Cvfe (- i ��,-7b23 �1)�8�6330 �Sdij 7TH=0274 � � FAX Obj)�t1 69 tAx(541)686.7080 FA�( 541)38846V3 ,FAX(54t)?76A284 , PI, sALCW JULY 1; i 90 Mot 0 PENDLE CiN 3$;S WoWdeine St Nirt E-1 Salem,f;77t�973117 200 HHey rave,Suite M8 �w {503 37�3242 t'trrdleton,OR 975171 } PC�RTUNIT"Y EMPLOYER rAi j a w.: FAX()0 373-7Cz3b AN UA t L{JSP i j BEFORE THE COMMISSIONER S I a E'ER. OF THE { BUREAU 011 ,I�TE� LABOR AND INDUSTRIES � �° } OFTHE I STATE OF OREGON In the Matter of Rules Pertaining ) to"Prevailing Nage Rates and Fringe - ) TEMPORARY IEIJIC,ES Beaefits Paid to apprentices Title; Payment cif Prevailing Date of wage Rule Number: OAR.839-016-0035 839-Q16-0035 (l) EverY contractor or subcontractor employing workers on a public works i a such,wore s no less i than. the prevailing rate of wage for each trade project shally to� P � � kg or j p determined by the Commissioner, in which the workers are employed. occupation, as d � {2) Every,person .aid by a contractor or subcontractor in any manner for the person's labor { int " strnction rec, , he c on onstruction major renovation or painting of a public work. is employed and must receiveno less than the prevailing rate of wage; regardless of any contractual relationship alleged to exist. Thus, for example, if partners are themselves perforriiing tlae dutkes of a worker,the partners most receive no less than the prevailing rate of wage for the hours they a.re qo engaged. (3) persons employed on a public works project and who are spending more than 20°1Q of their time during any workweek in performing duties which are manual or physical in nature as opposedto mental or Managerial �n n' " g attire are workers and must be paid the prevailing tato of wagsMental or managerial duties include but are not limited to adrriinistrative, eieecutive, f professional, supervisory or clerical duties. t ( ) Persons employed on a public con'cract for the manufacture or furnishing of materials, u 'attic les, supplies or equipment (whether or nota pudic agency acquirestitle to such materials; . ` articles sLiPP equipment g dies ore ui inert duni� the course of the rnanetfscture or fiu "ishing, or owns the u " e y are manufactured or fix.1 p "ped)are not workers required to be paid the � materYals from which th 11c�t • al tri fibra Material that is ckets . cs is rriaterat that is dc^leted. . .� ���ateri an alalr 1 an,d huM is materliattobd added'y :JULY 1, �9s7 Pi�G �0 I I prevailing rate of wage unless the prnployment of such persons iserfor$ne P d i connection Nvith and at the site of publicwork. ( ) P S ersons employed on a public works project who are employed b a commercial ercial supplier of goods or materials must be paid no less than the prevailing rate of wage when the work is performed ,. P d at the "site of work" • as that term i s defined fined in OAR 839-016-0004(19) or when the , work isPerfoaned in fabrication plants, batchplants, barrow pits, ,job headquarters, tool yards or Y nearly 'so dedicated exclusively or nearl �so to the public works project. other such laces that are _ P � (6)Persons employed on a public works project by the construction contractor or construction subcontractor to transport materials or supplies to or fTorn the public works project.., P )ect 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 OA.830--016-0004(19). (7) PersIon:s'employed on a public contract for service workas opposed to construct" Yon 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 journey7:an's "rage rate and [aln fringe benefits as determined pursuant,,to OHS 279.348 to 279.363. Any worker listen on a payroll at an apprentice wage PP g rate, who is not an, apprentice as defined in these rules shall be paid not less than .i the applcable prevailing rate of wage for the Oass'f cation of work actually Performed. In addition if P the total number. of apprentices employed exceeds the ;patio permitted in the applicable standards all apprentices so employed shall be paid not less than; the applicable Journeyman'srevailin P g wage rate for work aot-ually perforzmed. (9) Every trainee, as defined in these rules, must be paid not less than the appropriate percentage of the a heable Darns gran s PP J y wage rate and [ally fringe benefits determined p ursuant to ORS 279,348 to 279.363. Any worker listed on a payroll at a trainee Y wage rate, who is riot a trainee as defined in these rules shall be paid hot less than thea applicable prevailing PP P rig rate of Wage for the elassifcation of work actual erform g y p ed, In addition„ if the total number of trainees employed exceeds the ratio �rmitt d in the applicable .standards- all tr' ees so P e PP ain P PP y employed shall be paid Hat. less that .the app .j'Darns Hien s prevailing� wa a rate g for work actually performed. . ackets an 2hlote: h4aterlal to I�r ,. �. .. . .. [ ] d italics is material that is deleted 1Vlaterial that is end is material to be added. jULY 1, 1997 ,._,; Mot I i� 4, y I Title: Payment of!~Tinge Benefits l.uleVumbeT: 839-016-0040 839.016-0040 (1) Each contractor and subcontractor, required to pay workers theprevailin 9 rate of'wage must pay no less than the hourly rate of pay and fringe'benefits as Bete 1 ... rmined by the �oai>rnissoner. fZl 7Cb�e rate of®av fo eh ra , u. \-Prlfloll�rlr p x�h.���is ' near, a®�rentices.fid tra�e�g��ha 10 t �()] "t ae requirenjents of section (1) of this rule are met_I when the amount,of the fringe benefit or bentsis paid to the worker, in cash, in lieu of a third , administer g fringe P n a enef t or benefits prograixi. k [(3)] When a rtontractor or subcontractor pays an hourlyrate of a' .which 1 y hi p ch exceeds that e which is defiei'rnined 'b the Commissioner the ar�a.ouni b which the rate Y Y is exceeded i may be credited toward payment of the am unt of, f Erin a benefits dete g rzmined by the Commissioner for the trade or occupation• 100 M when ta, contractor or subcontractor pays a rate for an Y one fringe benefit which exceeds that which is determined for the fringe benefits the amounthi y which the rate, is exceeded may be credited toward payment of the amount to bea'' p id for allbinge benefits as determined'by tile Corninissioner,'Oor the trade or Qc cupation. { i �'� 'When a contractor or subcontractor pays an a,mount for frimg a benefits. which exceeds that wh l is determined by the Commissioner the attiount by which it exceeds the de term' p yrYlent of.the hourly rate of pay as deteacmWe b teir�n,i�.ation ma be credited toward a y the Commissioner. g�l�vhdlpwrlt�tirpr�le , 3Nnte, Materia Y itsbracltets] and italics is material that is deleted: Material that I's ` and how is thaterial to be added. ula�erlNned ;a i saMot 12 i � h I x OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG. EXCLUDES COOS,"CURRY, DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC HOURLY FRINGEIEIOi1ItL�' FRINGE TRADE ..RATE BENEFITS' TRADE " I �A DERATE F.6S/S F 3A TE B ENEFIT9 ASONS(Continued) kL allation of insulation on mechanical systema for Area 2 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)'' Joumeyman Asb+astos'Worker 23.98 6.38 Curry Jackson Lane Whooler Deschutes ,Jefferson Lincoln (b) 8MMgyjd of regulated material on mechanical systems* which a) Noith half are not going to be scrapped. * b) South half 0 Hazardous Materials CARPENTERS Handler Mechanic 13.75 3.50 Zone 1 (Baso Bate): 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 7:00 ` " 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 The removal of all o Group 5 22.94 7.00 ** mechanical systems is exclusively� rials from p � 3.09`- 7a1i0 - of o Group G ' 2 y the work o Group 7 23.44 7„00 Hazardous Materials Handlers, unless the Laborers do !I removal of regulated� be scrapped. Zone (Add,to Zone or Carpenters mechanical systems are going toDifferential material e 1 Rate) rriechancal systems to be scraped and any's on y mechanical(walls,ceilings,floors,beams etc,) 'non 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,Q0 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. i11C�7'E:• Re elated`materials are t Zone 1: Projects within 30 miles of City Hall in the ars regulated for the purpose of protecting Cities listed belo�►y: ' nose materials p p P ng Zone 2t Mom than 30 miles but less than 40 miles. the environment or for„ f�,petisonal protection Zone 3: More than 40 males but less than 50 miles. ySiHY�r E:I�.Ai:, O.S.H. ., DEQDEQor Federal Zone.5; More than 60 miles but less than 60 rriiles. C . Zone 4` More than 50 miles but less than 70 miles, Zone 6: _More than 70 milo but less than '100. BunnA l�.l 24 07' 9.31 Zone 7: More than 100 miles from the pity hall of the.= a91SKLAY. 1�?.�?�lEMAB er►�p!©�eei,s home local. N8 11 418 TRADE IS TENDED BY "TEN©ERS TO MASONS” -PG. 24 R:for nae citie Group 1 and 2amara A y g 9 _ nd rea 1 23:86 6:7'I Alban Eugene viers L,on Portia (add $0.15 per hour to Fringe for Port Orford` ..repair'work.:.).: Refractory Astnrra Goldendale Madras - sods .ort Baker Grants Pass Medford R P, area 2 " . 2 McMinnville Roseburg26.88 eNewport Salem(add 0,75p& houto Fringe forRefractory B oo�in s Hoc Riv Burns Klamath Palls Oregon City The belle seperr work,) Coos Bay UGrande Ontario Tillamook r - Corvallis .akevie�iu Pendleton Vanco�iver 8aket Hood Lincoln r air ouk Multnomah WasWe lco(a) Zones for Groups 3 and 4 Car ehters are determined µ. . Benton Clacks .. g y i a) ) between..the pro`ect site and .t 3 rm� Clatso Mlalh . p`as Linn sur (aJ Tillamook, aamhili ton- b thle{workers residence; Columbia Mlari'on Umatilla Gilham 2): City, af Hail' a reference city, Itillorrovv union for the appropriate group shown, vwilichever is closer. :JULY 1PAGE 1 a i ly ,. UREt'OtV DETER MINATION 97-03 CONSTRUCTION'TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG. EXCLUDES COCAS, CURRY, BASIC DOUGLAS &JOSEPHINE COUNTIES FIC)URLY FRINGE BASIC TRADE HOURLY FRINGE' RATE BENEFITS TRADE "I<tATt BENEFITS �(Continued) FITS CARh IVT �� , EMEIVT iV9A ON �.©nttnuc Fleferenre Gi les fQr Cro��.��1Le�l. �rouo ,1 dement Masons, finishin 9, hand chipping and Eu ane Medford Portland Vanc patching grouting, end pointing,'sereed Lon view North tend The Dalles setting, Plugging, filling bolt hs�le5, dry packing, g, r setting curb forms 1 ouve ► planks, Zones for Groups 5 6 and 7 Carpenters are d grades:' , lines and as follows: determined ts�1tL2 Composition Workers (includes installation;of •For those workers who reside within zone 1 � 1 epoxy.& other resinous toppings), reference city below, their zone pay differential of Machine Operators, pp�n s1, and Power be computed based upon the distance from the city hall of that cit to the project site. 1° P 1 "rte Cement masons Working on suspended, swinging and/or hanging scaffold. .For those workers who reside nearer to the projeot than is the city hall of any reference city below, the Cements mileage from their residence to the project may be Masons performing work of both used in computing their zone pay differential. Croup 2 and tirouP 3 at the same time,. i 3.The zone pay differential for all other,projects shall Zone Differential for Cement Masons , be computed from the city Gall of Longview, North (Add to Zone 1 Rate) Bend, or Portland, whichever is closer to the project. Reference Cities fo ate®' Zone 2 65 Zone 3 1,15 Astoria Eugene ' Zone 4 1.7D 9 Newport Salerin Zane 5 Bend 2:75 Klamath Falls Portland The Oafies North Bend Medford Roseburg Longview , � Proje cities cts 0 stedithin ' moles of City Hall in the Gr--oho Z below, J Zan More than 30 miles but less than 4�0 miles. Auto. Nailin Machine Floor Layers & Finishers e than 40 miles but less than , ` frarpenterS` , ors �. More than 5C? miles but less than 5tD miles,. ,.a, n BC miles, l Form Stri)_ erStationary Zone 5 More than B Y ir•iis ti D mile l p, ower Sys s. Wall & Ceiling Insulators Manhole Builders Operators' Non-irritating Ins tion .' Irritating Insulation Installers & Shelving C steel) , istallers (wood or Bend E,Ugene Medford Salem Corvallis Longview Portland The Dalles ver ancou, Millwrights Millwright/Wolders 171l9EFIS & DId� RS' T.r-.i�9 ER i. . Mochirli. Erectors r' receive $ o (overs , rerti Divers 55d'I5 7y00 ,� 25/hour�over�Crc�up 31 , o Divers' Tenders 2A=.7'L 7.00 Depth Pay and Enclosure l ay are added to ®ridge,Dock 8, Wharf 9 000 Men' Divers Basic Ho the I t guilders y Rate to Obtain the Total Hourly � Piledrdvermen Rate for the diver Basic Hourly F ourl Divers` Hourly + Depth �- Enclosure = Total Marine piledriver M date pa t , Pay Hourly Pay o Givers' bl,epth tray THIS?RALE it d� . .:. , . " E t.ABC�aE6S P k `P'EI1dIE® IEIY Coo�CRET " " G et�th Qf dl� l+iotlrl �c�k1�y ,I no � ��ou Rate} Zo v p ;. 7 61 .00 50-10, 01t (Grata( ft- 601 ac 1�c�a /hr o Group 2Q►� a� Q 1 QO-15L� f r t S E0 _" . of ou.. + ([total f p 3 [ ftA001 BDa � �1,5.41/hr, , ! 150-200 ft o Grbu 4 + l notal"ft-1501 X $2,001/hr; P . � .. 2'."39 I I 12 5 JULY Z, 190? yrc.q i URLGl.N D16T:LK,M1NA i WN 97-03 CONSTRUCTION TYPE HEAVY-ENTIRE STATE, HIGHWAY 9NTIRE STATE. MON-RESIDENTIAL `BLDG. EXCLUDES COOS, CURRY, r DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC HOURLY FRINGE HOURLY (FRINGE TRADE RATE BENEFITS 'TRADE RATE BENEFITS f�lV RS j�VERS' TE E ND (Continued) ELECTRICIAM (Continued)' I O.Divers Enclosure Pa (_ norkrn9� without vertical_ o cap 1 Area 5: , o Electricians 25.50 8.92 Qistance'Travelled o Cabe Splicers 26.25 8.94 HQur�yr�s1U;uuc Area 6: r 5 50 ft 4 .50/hr a Electricians 23.05 7.44 L 50 100 ft $ .63/hr o Cable Splicers 23.05 7.44 100 - 150 ft $ 2,13/hr 150 200 ft 4.63/hr Area 1. Area 2 Ares 2(cont), Area 3 2010 - 300'ft 4.63 + ( total ft-200]x $.05)/hr Malheur Baker Umatilla Coos r' - Gilliam Union ,Curr -300 - 450 ft S 9.63 + ([total ft-300)x x.10)/hr Y �` hr Grant Wallowa _Lincoln .450,.. . fi00 ft , 24.63 �F ([total ft 450]x 5.20)f Morrow Vi/heeler. "Douglas (a) DRE®+GING Lana (a) is Zone 1 (Base Rate), A Atee 5 Area 5(coot) Am& x o Leverrnan (Hydraulic, Dipper, 26.71 6.85 Benton Clackamas Washington Harney Floating Clamshell) o Asst. Engineer (includinfl R Crook Clatsop Yamhill (d) Jackson' f!� r Deschutes Columbia Josephine WlatchEngneer, Welder, Mechanic, Machinist) � Jefferson Hood River Klamathh o Tend'erman (Boa25.9'1 6.8s(Boatman, Lane;(b) Multnomah Lake Attending Dredge Plant); Linn S9 erman **,,Douglas (b) an 25.32 6.855 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 3E corner of Zone 3. 3.00 Lincoln County Zon_e:.1: Center of job site not more tha lying line running east of,o )+ n30 miles North�and South from the NE corner of from the City mall of Portland Coos Count to the SE c Zx[i 2 Mor® than 30 miles but snot more than 60 y orner of Lincoln` zmk3 Ove¢ '6® utiles County c) South half DRY-WALLIWEMALL, d) North halt 0 Drywall ' a! and; Drywall APpI�catot 20.58 8,02 TOR CONSTRUCT0R5 0 Wetsill , (Lather)' 19:56 9.d4 o Mechanic 26.89 6:85+ a o Electricians 20:44 5.45 o Helper 18.82 6o64+ a o Cable Splicers 22:48 5,51 o Probationary Helper 13.46 436 Awe A4ea 2 o Electricians 25.20 7.59 o Gable Splicee �ts26.46 7.62 � , Y o Mechanic 28:27 6.89+ a i o Helper 19.79 647+ a Ari 2,3030 8:45 o Probationary Helper�� 14A1 x.38 a .I: ba0 Electricians ss hourly rate fprair lo�ees with.'a) Plus 86/0 0 o Cable Splicers 26:94 7.0 more than 5 years of ser vice; 6% of basso hourly r�, rate for 6 months to 5 +ears of servi�ue, j JULY 1, 067 PAGE'i5 I y OREGON DETERMINATION 97-03 CONSTRUCTION"T'Y'PE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, DOUGLAS &JOSEPHITNE COUNTIES 1. BASIC BASIC } HOURLY FRINGE HOURLY' FRINGE TRADEMATE BENEFITS NON!III IIIIIIIIIIIIIN # RATE BENEFITS IELEYAT01� CONSO (Continued) LAA QB RS (Continued) Area I 'Ama-2 Zone 7: Projects within 30'miles of City Hall in the . Cities listed below. Umatilla All. Zone 2: More than 30 miles but less thap:40 miles. Wallowa a Remaining Zone 3, : More than 40 miles but less than 50 miles, Union Counties . Baker 7�.e More than 50 miles but less than 80 miles. Z&Ile..fi: More than 80 miles" Refer Qnce Citi Area 1 22.87 4,54 Albany Bums Hermiston Portland (Add $1.00 to base rate if safety Astoria Coos Bay Klan'math Falls Roseburg belt is required by State safety Baker City Eugene Medford Salem regulations) Send Grants:Pass Pendletori The Dallas (Add $4.00 to base rate for work done from anon-motorized aroutLl. single-man bosun chair) Asphalt Plant Laborers Guardrail, Area 2 14;88 4.94p Median Asphalt Spreaders Rail (c) g Landscape or Plantin l (Add $0:50 to bass. Batch VV+ei hman Land p g rate if i Workingat over 35 feet of free Broomers Laborer fall in height) Brush Burners/Cutters Leverman or,Aggregate Carpenter Tender Spreader (d) Area 1 Area-2 Car & Truck Loaders Loading Spotter All Counties Malheur Change-House Man Material Yard Man (e) Chipper Operator (e) Powderman Assistant F except [Malheur Choke Setter Railroad Track Laborers Clean-up Laborers Ribbon Setters (f) IICaMVWAY / PARMIG' STRIPES 20.43 4.09 Curing, concrete Rip Rap Man (Hand Placed) Demolition, wreaking Road Pump Tender and IRONWORK= 21.50 S.S2 �► (industrial) moving, Driller Assistant Sewer laboreroStructural, Reinforcing, Arnarnerrtal, Dry-shack Man Signalman i Baggers, Fence Erectors; SignalMen Bumpers, rayed oiling Skipman LBtRL�RS crew Slopers Zone 1 0umpmen for grading Sprayman (Base Rate): crew Stake Chaser Elevator Feeders Stockpiler rouo Group 34 7.05 Fence Builder TieBackSharing 2 18. 72 7.05 Fine Graders Timber Faller/Bucker ' y o group 3 18.114 7:05 o droup 4 1 " (Hand Labor) ' Farm Stri� e o Group 18U1 5 7,05 pp rs (b) Toolroom Man (job Site) Note: A H6zaedous Waste Rem g the! .._. ._ , oval Differential must be General Laborer *�''� mei ht.Man-Cru sher (g) pe added to th+� base rats �f work rs erfarmed insole the al> Pittsburg or ,imilar fiypes bOUhdary of a Federally Dosignatod. Hazardous Waste b) iVot ev+tin in stages " swinging r such p site. For further information an thus aborr on Site: A► Gl�ovp t Lyase rate i:� used for General L c.) Reference Post:, CiucSe Post, or Right-of Way (vtarker " . g g .. Coordinator at 731-4074, ` calf' the d) Flaherty, and similar types e) Including electrical Preva�lin VI/a a Rate Zone Differential for Laborers f) lrclading steel forms g) Aggregate when used (Add to Zone 1 Rate) ZOne 2 .65 Laborers bury tear Off roofs, clean up or handle roofing 018t0iais only when at least one new Zone , 111,81 sfdr 'is added or'in demolition Wo,ek, avhere no Zone 41.70 y Zone 5 2175 5 ret•oofing will ocour. i� JULY I 'I r OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY,ENTIRE STATE, HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG.'EXCLUDES COOS', CURRY, BASIC DOUGLAS & JOSEPHINE COUNTIES HOURLY FRINGE, BASIC TRARAp E HOURLY FRINGEBENEFITS TRADE RATE BENEFITS , L��Ot�ERS (Continued) LABO63ERS (Continued) Asphalt Rakers Applicators (a) Gunite or Sandblasting Concrete Nozzlemen Brush Cutters (b) Pot Burners Tender Grade Checker Handlers/Mixers (f) High Scalers, Strippers, Drillers (a) Choker Splicer Pipe'Doping & Wrapping Laser Beam (Tunnel), applicable when employee as • rt Clary Power Spreade,r(c) ,Post Hole Digger, i _ signed Aor, to � • 9 mo 9 � move,'set-up,up,.align laser beam Clean up Nozzlernan as or electric 4� r Loop Installetiarl Green Cutter (d) -Power Too! Operators (g) Motorman - Dinky Locomotive Concrete Laborers Sand blasting (wet) Pipe_Layers (ell) Concrete Power BUggyrnan Stake Setter Powder Merl Crusher Feeder Tampers Shield Operator Demolition/Wrecking (e) Vibrating Gunnita Nazzleman Tender Screed Tunnel Bull Gang (Above Ground) Tunnel Chuck Tenders Tunnel Miners a) Including P' oti Tender for same, applying yig slBrakeman/Concr Tunnel Mucker ete Crew/Dull Gang Protective material by hand or nozzle on utility (Underground) lines or storage tanks on project Funnel Rowderrnan , b) Power saw a) Covers work in Swinging Stages, chairs i c) And similar t es of spreaders car belts, under extreme conditions YP p ars #ions unusual d) Concrete, rock, etc, to normal drilling, blasting, barring-down, or sloping and stripping ; e) Charred Materials f) Of all materials of an irritating nature including ' ' t and lime cement Clean-up Laborers (building only) g) Includes, but not limited to; Dry Pack Machine, l g Jackhammer Ch6i in Gu. F emoltion� Wrecking, 8a Moving (building only) D PP 9 ns, Paving Breakers lagger Laborers can tear off roofs, clean up or handle roofing materials only when at least one new story is Asbestos F�emoval Power 8av1 p e added or in demolition work, where no reroofing will a Operators (c) occur. Bit Grinder SAW Operator Viand Basting (dry) Concrate, „P ewer Timberman EIiIERGY ELI~GT(Ri dAN Drill Doctor Track Liners (d Y Y cal work not exceeding 100 a May Only be used for electrical C3r,li taper ,tors (a) Tu p.� +. _ L •gger Operator va in Class it and IN ih$tallations (as defined in Ar ;� aser 15earn (b) '�/ibmtoes(all) 725 of the National 8104c-trical Code) t�cle . ole guilder Water Blaster i'Vlann til rs &TImbermeh fUcle +. Welder Area 1 PPe 2U.05 655 ! ar Plant Worker Area 2. a0`�05 655 Lead Shield Area S 16,19 4.25 Area 16.?9 4:25 Area 5 8) Air Tracks, Cat Drills; Wagon g ori s, Area 6 .79 4.25 Drills', _ 79 4.25 Rubber-moUnted drills, and Other sirnil 16. ` ar types /area 7 16.79 4.25 , playing, employee area 8 15.`79 4.25 Area 9 _ �.. . ., 20: b ass nec( to�vie set a hen'.. t)5 6 5 . . r Beam.- 5 g p, align Area 10 16.7o 4.25 Lase o) BUcking and falling Area 11 16»7g » 5 Area 12 '. d) Ant.*hot M9Chl inet, gal:16st Regulators, 7.d 05 6.55 Are l 8 avlu p pars, Pvwe'r .lacks 20.015 6.55 Iti� le Tame Area '14 X0.05 6,55 A JULY 1, 'l of, PAGE 11 i. i I` OREGON DE`I'tE1RM1iNA'I'ION 97-03 CONSTRUCT IGN TYPE:- HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STAT E. NON-RESIDENTIAL ,BLDG. EX6LUDES COOS, CURRY, ; BASIC DOUGLAS &JOSEPHINE COUNTIES HOURLY FRINGE BASIC TI€IADERATE BENEFITS 1C'ItADE HOURLY FRINGE � LItMIfTED E111Ffi�Y EA�r�,rQ��� a �_ 4 RATE' BENEFITS IA (Continued) �gp1g �� !t l LE S (Includes Granite) Area 1 Clatsop, Columbia, Tillamook, THIS TRADE IS TENDED BY "TILE, TERRAZZOO BRICK (WARBLE Clackamas, Multnomah, Washington, Yamhil1 FINISHERS"'PG, 25' ' (north half) &[St" Marion, Polk, Yarnhill (south half) area �1 �� &.1ton, Lincoln, Linn 24•86 16.71 Area ea 2 Area-5 Lane 23.12 5.88 Area 6 Douglas curry rea 1 Area $ Jackson, Josephine P SCBaker Hood River Multnomah Wallowa I Hood River, Sherman, 'iPVasda `Gro Benton Area 10 Crook, Deschutes,.Jefferson n (a) Lincoln (a) Polk 4Nasco (a) ALOA-1a � - Klamath math, Lake, Harney Clackamas Sherman WashingtonAreGilliam, Grant, Morrow Umatilla,, Wheeler CletsoP Malheur (aI Tillamook Yamhill # ea 1 Baker, (Union, Wallowa Columbia Marion Umatilla Area Malheur Gilliam Morrow Union � �Iit�C+D1�IS`I'RUCTIGN AmL2 Area 1: Benton (b) Douglas Josephine Finn o Group, 1 (b) Crook brant Klamath '� p Malheur (b) 26.91 6.44. Coos Harney Lake Wasco (b) o Group 2 ._ Curry Jackson Lana Wheeler a Group 3 18.8; 5.15 24�?'7 fi.35 } o Group 4 20.91_ 5.23' Deschutes Jefferson Lincoln (b) o Group 5 18,2G 5.14 o Group 6a) North half 17.15 5.09 b) South half Area 2 P1► IYSRS 101 1fio L�. T�o,IzERS o Cable Splicers 23.38 , 5.2 ' i o Journeyman Linen•ian 21.20 5.16 .Area 1 o Lina Equip.,Mech. Y 17.98 510i o Brush, Roller 14.51 2.99 ti c Lina Equip. Q 4 pper. 17.98 5.01 o Spray and Sandblasting 15.11 2.99 o Grvundman 13.15 4.80 ,Area 2 Arca 1 A ll counties except Malheur County r A=_2 Malheur County 0 Brush Paintiry9 18.45 3.14 Gr U12 { . y ,Z (Add $0.60 to base rate for Spray, Casaridblasting,other pressure bleating Cable Splicers over 3000 psi; and steam c Weldor l®ening., e Leadinan Pole Sprayer Heavy Li Add X0.50_to base rate fqr work offer ' y��Line Equipment merit man +. , SO ft high on SW!hg stage, mechanical Lineman climber; apider, or bucket truck.) Pole I�pray�a'• , o bty Nall Tapers 22.80 5. 33 �a row flee Tri trimer Line E4r�ipirient Man Malheur County Re maining Countries , u'.I�J!d ., Head Ott man 23. 1 and Gi olihdman o No2zleman 6686 Jackharrirner tVlarr o S+n�anging Hca #fold PoWderman 22.41 6086 o all other �riibrk 21.91 666 ...., __0000 JULY 1, 1Ee7 PA�GE 18 i a OREGON DETERMINATION 9'�-iJ3 CONSTRUCTI10N TYPE: HEAD '-ENTIRE STATE HIGHWAY-ENTIRE STATE. I NON-RESIDENTIAL BLDG.EXCLUDES COOS,CURRY, BASIC DOUGLAS &JOSEPHINE COUNTIES HOURLY IFRINC BASIC DATE BENEFITS TRADE HOURLY FRINGE 1 � RA T3 BENEFITS Ir?OWER EC1lDlPIVIENT ®PE HAMS (Continued) ` Area 1 (Both) 22,1 6.67 Note A Hazardous Waste Removal Differential must be added to the base rate if;work as erformed inside Zane Differentia! for Area 1 Plumbers & boundary.of a Federally Designated HazardousWast e SteaMfitters/Pipefitw:s Site. For further information on this, call the Prev ailing Wage Rata Coordinator at 731=4074. (Add to Zone,I Rate) �.. ZONE RATES Zone 1.20D'per hour (Add to Zone 1 Rate) Zane �. 1.70 per,haat �� Zane 4 2.50 per hour ; Zone-2 1.50 Zane 5 3.55 per hour Zone 3 3.00 Zone 6 $30.32 per day w . ZONE DESCRIPTIONS Zone 1: Projects within "15 miles of City Hall in4 he Citie s listed below. Portland to Sale[ tronotitan A Zone 2: More than 15 but loss than 30 Zone 3 More than 30 but less than 4Zone I40 j boundary of a re Zone 4 Ilflore`than 40 but less than 50 Projects within the y Bion described as Zone 5 More than follows: Those portions of Multnomah, Clackamas, and 50 but less than 100 Marion Counties which are West of the western boundary ilex of Mt. Hood National Forest and West of Mile Post 30 on Zone B ; and WP t of Mi eepq t lie post 30 on State Highway y shall 2B state 8 0 on Hi hwa 22. A With distances in tone 6 , 10o males and beyond, titer Is be a minimum of one hundred fifty-one dollars and sixtydentsportions of Washington Cou g Y o these (S1E1.a6�D) 9 my East of Highway 47, and or 'thirty dollars and thirty-two cents of Yamhill County East of Highway47 and Hw ($30.32) et,da worked. y. 99W. P Y Oted, Zone,2c Reference hies Projects outside of any Zone 1, but less than 50 miles from the Portland city hall. Bolsa; Idaho Zone 3. 'I`wrin Falls, Idaho Projects outside o� any Zone 1 or 2, and more than 50 miles from the Portland city hall. Area 2 Mot)) 27.30 9.05 .I l I1y 11St< Sebtaro: Grant, Pa �, dfQr Area 3 (Both) 26.15 8.25 Zone 1 Projects within �O miles of the City Hall of the at area .1 &2 cities, ova r Baker Grant(b) All remaining Zone 2.- ;Harney Maihe counties Projects outside of any Zone 1 and mor (a) Morrow oounti a thin 30 ur' Umatilla but less than 50 miles from the city hall. miles Wallowa Y Union Zone 3, a) Except miles from the cit' all � an 50 p� Northwest Portion Y h Projects outside of an Zone or 2, and more -than b) Except Southwest Corner �.®n�ylev�r_ C�,g��Klli�laeh Falls: fiend OwlRATol Zone 1: Projects within 20 miles of the City Hall of,the above Zone 1 f l��lse Rat®�� ' cities: . , o Group i 22: 9F 7,15 o Group 22,55 7615 Zone 2: Projects outside of any 'Zone 1, and More than 20 but Croup 3 21: , 1 a less than 40 miles from the city hall. ° B5 7 a +tarou14 21,38 '7415 o Group 5 2082. 715 Zone 3. _ a Croup G10:13 7a5 Projects outsicje of any Zone 1 or 2, and more than 40 miles from the, city Miall. M. juLy 1, 190 �p i i I i I OREGON D ETERMINA,riON 97-03 CONSTRUCTION TYPE. HEAVY-ENTIRE STATEP HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG.,EXCLUDES COGS, CURRY, BASIC DOUGLAS &JOSEPHINE COUNTIES !. BASIC TIIiHOURLY FRINGE HOURLY FRINGE ADE @OIA/ER EQ 1 M�,EN RATE BENEFITS F..S�RAD w R EQt1 RATE BENEFITS TS �0:fi (Continued) lPMENT OR A QRS Continued) Aato�na, The ®alias. Pdr�d etonLa �r Ba er 'O to . Ale - 6 Compressor Operator (an ower and Zone 1 Y power), Under 1,250 Projects within 5 miles of the city hall of the above cities. cu• ft.total capacity Zone 2: 5 Csmpressor Operator (any power), over 1, 50 Rio Zona 2 for these cities. cu. ft. capacity) Zone 3 Projects:.outside of anyZone 1 ear 2, and more than 16 - MEA:` T4. - Self-Propelled miles from the city hall, 5 'Compactor Operator, including vibratory 5 Wagner Patcor Operator or similar type (without blade) 6 PlantOiler 4 Compactor Operator, with blade 6 Plant Fireman 4 Compactor Operator, multi-engine 6 'Pugrmll Operator (army type) 6 Truck mounted asphalt spreader, with screed COIUCRETE 4 Screed Operator 5 Extrusion Machine Operator 6 Plant filer 2 Asphalt Plant Operator (any type) 6 Assistant Conveyor Operator i 4 Asphalt Paver Operator 6 Conveyor Operator, 1 5 Roller Operator (any asphalt mix) 6 Mixer Box Operator (C.T.S.; dry batch, etc.) 4 Giese!-Electric Engineer, Plant 6 Cement Hog Operator 5 Asphalt Burner and Reconditioner Operator 6 Concrete Saw Operator ytype), 6 Concrete Curing Machine Operator (riding type) 4 Toto=Mill, P avement profiler operator, under. 6 foot 6 Wire Mat or Brooming Machine Operator latera! c�et 5 Combination Mixer and Compressor Operator, gunite ' r rnan 5 Foto-MiU, pavement profiler, g ounci work 5 Concrete Batch Plant Quality Control.Operator 2 R t and 11oIavement profiles operator, :6 foot lateral Y p r 5 Seltcrete Operator 5 Pumperete Operator (any type) BLADE 5 Pavement Grinder 'and/or Grooving Machine Operator (riding type) 6 Blade Operator,,pulled tY4 Mixer Mobile Operator 4 Blade Operator b Cement Pump Operator, Fuller-Kenyon and similar 4 Made Operator;'Finish 5 Cdncrete Pump'0 perator 4 Blade Operator, externally Controlled by electronic, 5 GroutingMachine Operator mechanical hydraulic_means 4 Screed perator " 2 AutoeGrader ori 1'r lt=engine 5 Concrete Cooling Machine Operator I rnmer Operator Mixer Operatcar, single drum, any capacity 2 Batch Plant and/or Wet Mix f Aerator, 1 and;2•drum 5 Cast in 3 Units or 1mora place i e I1ll/et Mix operator, ch Plant and/or ��.SI� • 7 Sat R P. ._eying machine p 6 Ma Internal Full Slab Vibrator Operator 4 Bulldozer Operator gmrns 4 Will'Cat Operator a Concrete Finishing M&;,.hine Operator.; Clary, Johnson, 2 Tandem bulldozer o era'"tor Bidtnrcll, E�urgess'bridge`debk or similar type 41 Side-goom,Operatdw p (quadnine and similar 5 Curb Machine Operator,'MJechanical Berm, Curb type, D-11) and/or Curb and Gutter 4 Bulldo er Operator, twin engine,(TC 12 and similar 5 Concrete Joint Machine Operator 1 type, L7-1 C) 5 Concrete:Planer Operator i• 4 Cable-Plow Operator (any type) Operator . l 5 Tower Mobile Operator setting-sfi forms etc, in 5 Power Jumb g . P , -CL AgINQ tunnels 5 Slip Form Pumps; power driven hydraulic liftirig 4• La Skidder far conore rator deice �,. Log' , 0' a te_''16thi P i 4 Chipper Operator 5 Concrete Pavan Machin Operator 4. Inc: neator O e. rator 5 Concrete FinishingMa ch in e Operator ator 4 Stump" Spliater Op erator 5 Concree Sprd ( tPeraor 4FaldrlSuncher OAerator gad Mixer 2 A►utohidtic CoricreteForm Paver O erator' r _a Y l OREGON DETERMINATION 97=03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. NON-RESIDENTIAL BLDG. EXCLUDE:COOS, CURRY, DOUGLAS &JOSEPHINE COUNTIES BASIC DOUGLAS HOURLY FRINGE HOURLY FRINGE TRADE RATE BENEFIT'S 'TRADE RATE BENEFITS P 1�11ER EQ41BPlli'IEI °g'OPERI�TOkiS (Continued) P'C)w 'IIPIEINT QP_ (Continued): (3 QOiVCfFTE (Continued) CRUSHEB 2 ;Concrete Canal Line Operator 6 Crusher Oiler' 4 Concrete Breaker 6 Crusher Feederman 4 Reinforced Tank Banding Machine (K-1 7 or similar 4 Generator Operator types) 4 Diesel-Electric Engineer 2 Concrete-Profiler, Diamond Head 4 Grizzley Operator 2 Crusher Plant Operator � OCi LING 6 Oiler 6 Drill Assistant 6 Truck Crane Oiler-Driver, 25 ton capacity or over 6 Auger Miler 6 Fireman. all equipment 5 Churn Drill and Earth Boring Machine Operator 6 A-Frame Truck Operator, single drurs, 4 Drill Doctor 6 Tugger or Coffin Type Hoist Operator 4 Boring Machine Operator 5 4 Driller - Percussion, Diamond, Core, Cable, Rotary and Helicopter Hoist Operator 5 Hoist Operator, single drum similar type 5 4 Cat Drill (John Henry) Elevator Operator' 5 A-Frame Tei ick Operator, double drum 5 Boom i Truck OperatorFLIJATINQ EMENI 4 Chica' 0 Room and similar types g yp 6 Dockhand 4 Lift Tab Machine Operator 6 Boatman 4 Room Type lifting device, 5 ton capacity or Tess 5 Fireman 4 Cherry Picker,or similar type crane-hoist, 5 ton 4 Diesel-Electric Engineer capacity or less 4 Jack Operator, elevating barges 4 Hoist Operator, two drum 4 'Bargej Operator, self-unloading 4 Horst Operator, three or more drums 4 Piledriver Operator (not crane type) 4 Floating Clamshell, etc. Operator, under 3 cu. 4 Derrick Operator, under 100 ton yd,(only for construction projects - otherwise.see 4 Moist Operator, stiff leg, guy derrick or similar Dredging) type, 50 ton and over 4 Floating Crane (derrick barge) Operator, less than 30- 4 Cableway Operator, up to 25 tons tons 4 Bridge Crane Operator, Locomotive, Gentry, 2 Floating Clamshell, etc, Operator; 3 cu. yd. and over Overhead (only for construction projects- otherwise see 2CableWay ODredging) 1 Helicopter Operators, sn erators,when over 2 Floating Crane (derrick barge)Operstor; 30 tons but P e in erecting wont less than 150 tons HPDR 1 Floating Crane, 150 tons and over A ULIC 5 CRANE OPERATOR ydraulic Boom Truck Operator, Pittman EOBK LIP 4 Hydro Crane Operator:', under 50 tons 2 Hydro ane 0 erator, 50 tons,through working-Pr Scaffolding Operator"excluding 3 Hydro Cr p t h 89 tons 6 Self-Propelled i 1Crane ® erator, 90 tons through 199 tans 6 Fork Lit p , p platform) dro Crane Operator, 200 tons and over or Lumber Stacker Operator y p 6 Ross Carrier Operator fi TOVIIER/1NHIRLEY OPEI ATOR 5 Lull H! Lift Operator or similar typo 5 Fork Lift, over 5 tons 2 Tower Crane Operator 3 Rook bound Operator 2 Vllhrrley Op erator, under 90 tons F 1 Whirley 00erator, 90 tons and over LATTICE BOOM RATOR 4 Generator Operator .. �RAI�IE OPE 4 Lattice Boom RAT tor, under 50 tions 4 Diese1.51 ctric Engineer Lattice Boom Crane Operator 50 tons through 89 i tons, and less than d ft boom g P� PCVIENT 2 Lattice Room Cra,he" Operator, 90 tons through f Oiler ft -200 ft boom 6 Auget Oiler 1 Lattice Boom Crane 199 tons, and/or 150 Operator, 200 tans and 6 Cliler, combination guardrail r-riachine5 over, and/or over 200 ft boom 4 Guardrail Orjnch Ober tor.(ell types) JULY 1,11001 p�GE 21 4 p OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY- ENTIRE NATE. NON RESIDENTIAL P1LDG. EXCLUDESCONS, CURRY, DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC HOURLY FRINGE IIQ)UFtIrY I+RINGE TRADE RAVEBENEFITS TRADE 'RATE BENEFITSMWAI r4 EO .EliP T(3F�S�'LERA, _ (Cc)ntinued) 'POWER" QMQENT OPERA,�T©B.6 (Continued) GUABORAIL E! (Continued) EIPE JAL- Sewer Water 0 Guardrail Punch Oiler 6 Tar Pot Fireman 4 Guardrail Auger Operator tall types) 6 Tar Pot Fireman (power agitated) 4 Combination Guardrail machines. i.e.punch, i auger etc. 6 Hydraulic Pipe Press Operator 5 Hydra Hammer or similar types US WAST REMOVAL 5 Pavement Breaker Operator 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 k{EQT1S.. LANT 4 Boring Machine Operator Back Filling Machine Operator6 Temporary Heating Plant Operator 4 Surface Heater and Planer,Operator HY12R�4�j ICS`. HQES Pl9P�pS 5 Hydraulic Backhoe Operator,, wheel type 3/B cu. yd. 6 Pump Operatar, any power front end attachments 6 Hydrostatic Pum , ` r iiV►t11Q!tt Y p and under with under 1`Ford, John Deere, Case 5 Pump Operator, more than 5 (any size) Y type) 5 Pot Rarnmer Operator 4 Hydraulic Bac9choe Operator, Track Type 3J8 cJ.yd. takes Shovel Classification y RQ.�R�?.r�D.FSS IPM NT (dW�ate� Over 3/8 iwu. d. rate) 6 Brakeman 6 Oiler 6 Bobcat, Skid Steer funder w yard) 6' Switchman Bucket Elevator Loader O erator�cBarber-Greene and 6 h 6 Motorman 5 Loaders, rubber-tired t e 2-1 J p Operator similar types _YP 2 cu yd. and under 6 Ballast Jack Tamper 0 era g requiring 5a Locomotive Operator Operator or Grader tar Towed re ut 5 Ballast Regulator Operator 5 , Elevattn Grader Operator, "frac p ! types 5 Ballast Tamoer Multi-Purpose Operator 4 Belt Loader Operator, Kolman and Ko Ca yp 4 Loader Operator, front end and overhead, 2-'1/2 cu. 5 Track Liner Operator d. and under nder 4 cu, yd, 5 Tie Spacer Operator 4 Elevating Loader Operator, Athey and similar types 5 Shuttle Car Operator g a, Euclid or similar types er Operator, Steri RE1y1 W..,,�T.ROL 4 Elevattn Grad k 3 Loader Operator, 4 cui ydi but less that 6 cu. yd. 2 Loader Operator, to cu. yd, and over 2 Remote controlled earth-moving equipment Q11L. Ei,,�.P.}�►l R." �svY Dij w I :16 Oiler 6 Parts Man (Tool Room) 6 Guardrail Punch Oiler` K 6 Truck .. Oiler-Driver, 25 ton or over 6 HA) Repairman Assistant � a Auger nide 6 Wolder"s Assistant l 6 Grade bilori reaulred to check grade' 4 Diesel-Electric Engltieer (Plant or Floating) 5 Service Oiler (Gteasar) 4 Bolt Threading:Machine Operator 6 Grade Checker, 4 Drill Doctor (flit Grinder)- 4 H.0, Mechanic p)L,FT?LEi_1lRS 4 H.-D. Welder Use Crane ratos When driviiI Or pulling piling) 4 Machine Toot Operator ispatched4 Combtnattori kt), Mechanic-Weldor, When d 4 Hammer 0-orator both 4 Piledriver 1p.crater (Hort cr and/or t�then required to do p Ocie tape) 4 Weldor - Certified, vUi�on dispatched and/or required 8' JULY i PAdt 22 OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE.HIGHWAY-ENTIRE STATE. i Noll-RESIDENTIAL BLDG, EXCLUDES COOS, CURRY, DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC HOURLY FRINGE, HOURLY FRINGE TRADE E BENEFITS TRADE RATE ME NEFITS RAT , POWER'EtlU1PI3llEfN•i' !2RAT (ContihLicdD P®d�1fER EQ IVT MIRATf� .(Continued) RUBBER-TIRED SCRAG Rti TRACTQB 1% RER TI___REQ 4 Rubber-tired Scraper Operator, single engine, single 5 Tractor Operator, rubber-tired, 54 HI p. plywwheel scraper and under 4 Self-loading, paddle wheel, auger type under 15 cu. 4 Tractor Oparator, rubber -tired, over 50 H.p. Flywheel yd. 4 Tractor Operator, with boom attachment 4 Rubber-tired Scr-tired Dozers and Pushers (Michigan,cra er 0 er, 4 Rubb 4 Rubber-tired Scraper'Operator,, with eus'h9euil Hough higan, Cat, p p ate 9 p p h tYPe1 , attachments 3 Rubber-tired Scraper Operator, with tandem scraper T— AOhlINE multi -engine, scrapers, . Rubber-tired Scraper Operator, with tandem scrap 6 Oiler er type 15 cu.' d.l 4 Self-loading, paddle Wheel, eug yp and 6 Grade Oiler ite quired to check grade} y 5 Trenching Machine Operator, maximum digging over, single engine �' g�' g 3 Self-loading, paddle wheel, auger t capacity 3 ft. depth 9 type, finish and/or 2 4 Trenching Machine 0 ��rator, maximum digging or more units 9 p':, gg• 9 capacity over 3 ft, depth SHO`J'EL. DRAGLINE,Lf ��,G j I ACKd�CDE Back Filling Machine Operator �[?ER. ETC aJF'ER ,7`OR 2 Wheel Excavator 2 Canal Trimmer 6 Oiler 2 Band Wagon (in conjunction with wheel excavator) 6 Grade Oiler (required to check grade) NEL -.. 6 _'Grade Checker 6 Fireman 4 Mucking Machine Operator 4tric Engineer (Diesel-Electric 6 Conveyor Operator (any typed 4. Stationary 9 Dra Scraper Operator 4 Shield Operator g p 4 Shovel, Dra line, Clamshell, Hoe etc. O erato r under 6 Air Filtration Equipment Operator 3 cu.'yd. 6 Dinkey Operator 4 Grade-all.Operator6 Oiler 2 Shovel, Dline, m __ ra g Clash�eli, Hoe etc., Operator 3 4 Tunnel Boring Machine Operator cu. yd. and over S1G�IALMAN MN NG MACHINES 5 (Welding Machine Operator 6 Bell Boy, phones, etc., Operator 6 14e11copter Radioma (ground) EC UJB( E SURFACIIV�G fgASEt ( I,ti;L 2 Underwater Equipment Operator, remote or otherwise, when used in construction work r Operator, grading of base rock (not asphalt) RfOEE 5 Roiler Operator, dilirtig, C,'i";B. , 6 Tamp hg Machine Operator, hiechanical, 'self-propelled (installation jnd removal of sheetmetal roofing is 6 Hydrographic Seeder'Machine operator, straw, pulp done by she��tmetal workors,� or seed S..readers >self; ro elled 5 Rock p � � p p Area 1 i 5 Pulva-mixer or s(rnilar typos o Rooters 19.76 5.5a p 4 Blade'Mounted readers, Ulrich and similar types o Dandling coal tar pitch 21.73 6:55 5 Chip Spreading Machine ,Operator i 5 Circle spreading Operatpr Area 2 f a Roofers 17.64 5:`7E i (Add 12,00 per hour to 6 StaoM Aer p ' ator,;self-propelled Fringe for Work with 5 Sweeper Operator WOyne,,type) self�propelied i Ytable altuminous' JULY 1, 1 o97 PAGE Z3 .. ,k P OREGON,DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STATE. ' NON-RESIDENTIAL BLDG. EXCLUDES COOS, CURRY, DOUGLAS &JOSEPHINECOUNTIES BASIC' BASIC HOURRATE l.V BENEFITS �"Id,,4 D Y FRINGE TRADE HOURLY FRINGE RATE BEi�E1±ITS- l7e1lS2ylrn �rNR�IICM� (Continued) �MIEETIUIETA WCDR10EFi5 (Continued) Area 3-1 Area 3 23.43 x'.25 c Roofers 14. 35 4.07 f . (Add $1.50 per hour to (Add $1.00 to base rate for work where it is necessary to Wear a chemically activated face Fringe for work with mask) ir terle BituminnuS (Add $1.00 to base rote for work where employees required to Wear a fresh air mask Area 4• due to nuclear,related work) o.Roofers16 (Add $ 45 to`base`rate for work on a swinging . 00 6.05 stage, swinging_scaffold or bosun chair in Fringe (Add $2.00 per hour to excess of 30 feet above the ground) ork with irritale Bi u inous Area 19.92 5.65 material.) Area 5: Area 5 1 .80 5.77 o Roofers 16.92 5.60 Area 1 (Add $3.00 per hour to Fringe for work with Benton. Gilliam Linn, 1'illamonk ,' Irritable Bituminous' Clackamas Grant Marron Was co mIateriai Clatsop Harney Multnomah Washington Columbia Hood River Polk Wheeler ;A area 1(cont0 p,, �� ® ~(cont) Crook Jefferson Sherman Yarnhill Baker Multnomah Benton Klamath Clackamas Sherman Coos Lake Deschutes Lincoln C)atsop Tillamook Crook ; Lane' Columbia Wasco 1, Curry Lincoln Je,I fferson Washington Deschutes 'Linn ALQ&2 Am-1_3 Area A CilArea 5 f Gilliam Dou la Grant g s Marron Hartley Polk Baker Morrow Douglas Coos Hood' River Harney Yamhill Malheur Umatilla Jackson Curry Josephine Union Josephine AC Area 4 a Wallowa Klamath Malheur Umatilla Morrow Lake Union Lane Wallowa . ,FLOCDR L6�"F SMEETIIAETA HKM: 19.70 5.25 + a At, .a 1 22.28 8.49 a) plus 4% of basic hourly rate for employees wi rk performed th less than one (Add s 1.00':to base rata for Woormed on year of service, 6% for those k any, sWinging platform, Sw ingina chair, or sVeringing ladder) with more than one year. ( stalling material to base rite for Work with lead or dd �. i p s :.. _ � 'in g material in a lent that uses lead in K__R F0�'T' QRS 21.40 6.2.3 ny fornrr to rrrar� facture a roduct, (exGludrng P (Add $'I:OtJ to Daae r soldering)). T�DE�i� TCD lIIIR>,�0. TRADES, zQ.r9 S:OQ ate for �niork performed in a Confined space as defined by OSHAi) o Tenders to Bricklayers and Stone Masons. ,r . 2 19.66 5.1 b !1 ortar Mixers (Add $0:50 to base rate for refr8ct6ey work) (,add $1,75 to base rate for work performed (Add to base rate an amount e p all 3o feet qua) to that ssrble far worker o f rued for safety belt requirerh:dhts or other ' . r whenever,it rs o race �A�dd $1 more) .75 to base rate for Work performed in unusual job conditions by the mechanic this an ares:where epoxy reins or other injurious worker is tending) r hetnioals are bel,ng appIid: d); JULY 1, 100 . . .. .. ...... ... I OREGON DETERMINATION 97-03 CONSTRUCTION TYPE: HEAVY-ENTIRE STATE, Ii IGHWAiY-ENTIRE'STATE. 1 NON-RESIDENTIAL :BLDG. EXCLUDES COOS, CURRY, � DOUGLAS &JOSEPHINE COUNTIES BASIC BASIC t HOURLY FRINGE G E HOURLY , FRINGE � TRADE RATE BENEFITS TRADE RATE BENEFITS , L T. EN[�Ei�S TQ PLATT RMRM 18.08 6.00 TRUCK OI jVER35 (Continued) 'BILE S ER/ $eferencQ Cities TERRAZZO WORKER 22.1 8 5.80 Albany Eu9ene Longview: Portland n Astoria Goldendale Madras Port Orford THISMARBLE FINISHERSTRADE ENDED BY TILE,TERRAZZO, BRICK& „ Baker Grants' Pass Medford Reeds port Bend Hermiston McMinnville Roseburg Brookings Hood River Newport Salem O to base rate if safety belt required by � Klamath f=alls Oregony Cit The ®Iles State safety �. regulations.) CoosBay LaC rande Ontario Tillamook (Add $1.00 to base rate if workinvolves Corvallis- Lakeview Pendleton e poxy,furnane, alkor acetylene black grouting or Work waterproof membrane.) CIMUR 'PILEA-Frame or Hydra-lift Truck w/load 'TERR,�ZTO R'RICK bearing surface ........... 1 � fi MA ,RLF.FIISHERS 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 a.50 to base' rate i Btate;�afe�y regulations,.j safety belt required by Drivers and Helpers handling sacked concrete__add150 per hour (Add �1.00 to L base rate if work involves epoxy, water e, alkor acetylene black grouting or Dump Trucks, Side, End and Bottom Dumps, including fate proof membrane.) semi-Trucks and trains or combinations thereof: C ;(Add W.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 T13U_�KJ�1�1VERS Over 30 cu. yds. and inc. 50`cu. yds :,... 4 Over 50 cui yds. and inc. 60 cu. yds .,... 5 Zone 1 (Base Rate): Over 60 ecu. yds. and inc. 80 cu. yds ...., 6 Over 80 cu. yds. and inc. 100 cu. yds 7 o Group 1 20.32 7.60 o Group 2 20.44 7.60 _Durnpsters or Similar Equipment—all sizes :::, 2 o Group 3 20.57 7.64 , o Group 4 20.82 7.60 Flaherty Spreader Driver or Leverman ::..::,:,b. 2 o ,s o'Group 5 21.04 7.60 Lift Jitney Fork Lifts--all sizes—used 6 21.19 7.60 ` uJ loading, g & tp ong Group 7 21. 9 7.60 material on job site trans ,ort Note. A 1-lazardous Waste Romoval Differentia I must be Loader and/or Leverman on Concrete Dry Batch Plant, manually o crad ed tthe base rateif °rk is performed inside the ated . 1 boundary of a Federally Designated Hazardous Waste Low il , 1.11 Site. For further ififormation on this: call°the Prevailing ami-Truck and Trailer ori Doubles transporting Wage Rate Coordinator at 131-4074. equipment or we; or dry materials .,+,, 2 Zone Differential for Truck Drivers Lubrication Man, Fuel Truck Driver, a ! (Add to Zone 1 Rate): Cleanerr r mbar a nAaclt,+Stearn 1 .n::r...•..b.::::: Zone :65 Zone 3 1.15 '` Lumber Carrier, Driver-Straddle Carrieer used in Zone 4 1,70 loading, Unloadingand transportation ortation of material Zone 5 2:75 on job site .::; :.. ..... p:: ::+.:.:.::.....:.. 2 , .. iles o e 1: Pro acts Within BMJ m f C►ty'l�all in the ail Clstribotor Driver or Levermah .; 2 J Cities listed below,, ,Zone More than 40 mi �, an 40 moles. ?one.8i les bu 7rsu1..�. More than 30 males but letg t les than 5(� rriiles. I.iver or Leverman ....... : .:.. Rohe 4'. More than 50 i�niles but less than Dr Slurry Truck$0 miles, ,.. . more, thdh 60 miles. Soio Plot Bed and hMis c. Body Truck, 0-10 tons :: 1 i ,p 7 ._.:,...,. . ..,,. .,,-v-r Juiv i r et. NUN-RESIDENTIAL BUILDING �COOS. Clli RYf DQU 7 GLAS BASIC AND JOSEPHINE COUNTIES ONLY HOURLY (FRINGE BASIC, �RAoaE RATE BENEFITS TRADEHOURLY FRINGE RATE 8ENEVITS JK DII1�taR� Transit hlllx and Wet or Dry ,Mx Trucks:5 c u� yds. and under Over 5 ..... ....,+. .... 1 cu. yds. and inc.,7 cup yds ........ 2 Qver 7 cu. yds., and inc. 11 cu. ds Over 11 cu. yds. and ince 1 . y . 5 cu• yds •...., . 4. Team Drivers Ti e P ma n f' uldw tlm e basis ............. 1 Truck Assistant ...� .r• :.•.. 1 Truck t lechanic-Welder- BodyRe air p man . 3 Truck Mechanic Assistant ..•, „... ..,...... 1 Ater Wegons (Rated Capacity) u to r 3000 gallons .......... y p 3000 to 50010 s ... 5000 to 10, 000 vallons . 1 0,000 to 7 5,Q00 .,.. ...... •.. 3 gallons .•:...•.e... winch Truck takes classifidaticn of truck on which winch is;Mounted Receive rate for craftrrrfaring opera P on to which i Welding and rigging;are incidental i JULY i, 1 �7 AAdt Ig I THE INFORMATION' ON THE FOLLOWING PAGES (27-31 ) IS TO BE USED FOR PUBLIC WORKSPROjECTS IN THE :, COUNTIES OF COOS, CURRY, DOUGLAS, AMD JOSEPHIN E ONLY., INCLUDED IS INFORMATION:101 ASSIST THE CONT"CTOWWITH CORRECT RATE APPLICATIONW , L ........... ...................... 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," or "highway" construction. If more than one of the categories make up 20% or more of the total project cost, separate wagedeterminations must be used for each of the different types of construction. Conversely, if any of the construction categories makes up over i90% of the total cast of the project, that category will define the appropriate wage determination to be applied to the entire project. aoL�- S.�E_ID'EN J LUILDINrQ GOIJSTR CTM' 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 Automobilep arkingg garages es Post office I Banks and financial buildings Power Plants Barracks Prefabricatedbuildings g Churches Remodeling buildings City halls Renovating buildings Civic`centers Repairing buildings Commercial Buildings Restaurants Courthouses Schools Detention facilities Service stations Dormitories Shopping centers Farm buildings Stores Fire stations Subway'stations Hospitals Theaters Hotels Warehouses Industrial buildings Water& Sewage treatment plant Institutional buildings ! (buildings only) Mausoleums Motels HEAM Y CONSTRUC= i Antenna towers Oil refineries Bridges (major bridges designed for commercial Pipe lines navigation) Fonds Breakwaters Pumping stations (prefabricated Caissons (other than building or highway) drop-in units) i Canals Railroad construction Channels Reservoirs Channel outloffs Revetments Chemical compi6xes oar'facilities (other than bldgs,)' Sewage collection and disposal lines Cofferdams' Sewers (sanitary, btorm, atc:) Coke ovens Shoreline maintenarite DamsS torage'tanks Dikes Swimming pools (outdoor) Docks Subways Drainage projects' Tipples ' Dredging projects Tunnels i Electrificatcn projects (outdoor)' Uhaheltered piers and wharve ( Flood projects '' lfifater,ma(other than highway) control ro acts Viaducts Irrigationlildl�projects' WaterwayVNatervv ins ..+ construction pp S�` �1ett�es E'yater su l� i p j ay roes (notl incidental to Ohs ,. building) Land drainage (hat incidehta! to ether ci nstruivtionl Water and sewage tr'aatrnent plants Land reclat,4�atlan ; (other than buildings) Leveed WL-111 Loeks, waterways JULY 1 9 997, . 1 r i i HMI WU�Tf� i t I I � I t. Alleys Parking'lot s � Airport runways Parkways r Bituminous treatments I 'Resurfacing streets and hi hwa s Bridle paths Roadbeds r Concrete pavement Roadways Curbsi, Shoulders !' r Excavation& embankment(for road construction) Sidewalks Fencing (highway) Stabilizin courses g Grade crossing elimination (overpass or underpass) Storm sewer(incidental to road �a. Guardraiis on highway construction) r Highway signs Street paving Highway bridges (overpasses,underpasses, Surface courses r: grade separation) Taxiways Medians Trails I ' i i I r i JULY 1, '1997 PAQE 2g is Ij I I I �r i k° I i i OREGON DETERMINATION 97-04 CONSTRUC'T'ION TYPE: NON-RESIDENTIAL BUILDING COSTS, SCURRY, DOUGLAS AND JOSEPHINE COUNTIES ONLY BASIC BASIC HOURLY FRINGE HOURLY FRINGE x, TRA(6E IRATE BENEFITS TRADE RATE BENEFITS �►s ,� .z C®RK ECT�O TANS lnstalli�� of insulation on mechanical Coos, Curry, Douglas (western Portion) systerrvl. . :r Thermal and Acoustical purposes,,also the installation of fire stop penetrations on Electrical and o Electricians', 23, 0 8.45 Mechanical Systems, Josephine, Douglas (eastern portion) . Jourrweymars Asbestos Worker 23.98 6.38.. . o Electricians 23.05 7.444 Removal of regulated material g o fable Splicers 23.05 7,44.. aon re lechaniciol systems* which i t going to be scrapped.**:' �L IYA1R DONSTRU o hazardous Materials o Mechanic 28.27 6.89 + a Handier Mechanic 1375 3.50 o Helper 18.79 6.67 + a o Probationary Helper 14,14 .38 Mechanical systems include pipes, bailers, ducts, flues breaching, grease ducts and acrd ducts. a) Plus 8'k of basic hourly rate for This also includes all labor conne:;ted 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 frorrt> mechanical systems is eclusiveiy the work of1o�RB 22.13 7 4.84 s the .,� mechanical systems are or Hazardous Mate;rals Handlers, unless r Laborers do all removal going to b�� scrapped. (Add $1.00 to base rate if y of regulated materials on .; , safetybelt is required red by Stats mechahical systems to be seraPP dandany non safety regulations) neohanrca!(walis,cei.lings,floors,beams 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 sold non-motorized single-man bosun tagged, as well as ciearrup at the removal site chair) and all work done at the disposal site. Persons (9A1'AMD 11lI' performingthe removal of regulated materials ,iUILATR"!R. BLOWN), 7:85 000 are class ied as Group 13 Laborers. AOr TE.' Regulated .92 �' g aced materials are those materials that �ON'INO �iS �1,5f� � are regulated for the Purpose.of protecting o Structu ral, Rernfo'cinq Ornarrrentalthe environment or for personal protection by Riggers, Fence Erectors, Signal Men either 15.l iki O.S.H.A,, 015Q or Federal k1 R1511S O.S.I�IA: 9,10 4.65 BOIL RIV�►K�az 24.07 a r' �.a 1 L[M._ITE© ENERGY EL' CTRIDIAN.9 15.79 4.25 .F N12 5.96 May only be used for eleCtrical work: RIGICLAER9/ST N rMASO 22. TIMI ,TRADE Is'9°ENCE®8Y'�TEhJ[ER 1`A ,�e rPGnot exceeding 100 V&in Class 11 and t MASONS . 30 installations (as defined in Article 725 � dR :20 F'�N 13 3.57 of the National Electrical Code):.. AFM fVT fid"ONS 10.00 0.00 EAWTim 11000 0:00 Di'lf'Y111 ALI:OIAf 15 . . PLA9 15RE o Orywall (Accoustical'and o N02216man 9668 8: 2 23.41 5. 8i0ryrll Applicator) rg scatfold 1 5:86 o W6tw6ll (Lathei-) 19`:56 9.f14 o all other work 21:9'1 8+86 JULY 1 a 1397 PAGE x9 , OREGON ®ETERNIINATION 97-434 CONSTRUCTION TYPE: NON-RESIDENTIAL BUILDING -COOS, SCURRY DOUG AND JOSEPHINE COUNTIES ONLY BASIC BASIC HOURLY (HOURLY >?RttvGE RATE TRA®E RATE BENEFITS TRADE BENEFITS P fVIS RS 8: S 'EAME11-TERBLEIPEEITTIERS E TERRAZZO BIC!( & FINISHERS 16.77 4.27 26.15 8..25 i. o Assists Tile Setters, e 8rickLa r Marbl e Masons, y � , '�SAENT �P .ORS clear io washin kors rroutinby g�ing sawing, n QST ERE ER 9, Does no and Tzrrazzo Workers 9 grouting. t lay or set any material. Rackhoes, 12.94 1.56 (Add $.50 to base rate if safety belt required by State safety regulations. Bulldozers 1350 1.56 Loader 13. A 1.6+5 (Add $1.00 to base rate of :work involves es epoxy, furnane, alkor acetylene black grouting�or waterproof membrane.,) ROOFERS 8.00 0.00 (Add $0.75 to fringe for refractory repair work.) ORKERR K DRIEfERS (COOS, Curry 19.80 5.77 Zone 1 '(Base Rate): Douglas, Josephine 19.92 5.65 o Group 1 20.32 7.61 o Group 2 20.44 7.60 SOFT FLOOR LAYERS 19.70 6.25 +a o Group 3 20.57 7.60 o Group'4 20.82 7.60 a) plus 4°/a of basic hourly rate for o Group 5 21 VO4 7.60 employees with less than one o Group 6 21.19 7.60 year of service, ° o Group 7 21.39 7.601 y 6/o for those - with more than one year. Note, A Hazardous Waste Removal Differential must be added t p he ���R FITTERS �! 6.2$ boundary the a Federal ,if work is erformed insole t 1.40 y Federally:Designated Hazardous Waste Site. For further informatPin on this, call the Prevailing TENDERS T4 NIKON.-I ADEa 20.39 6.00 Wage Rate Coordinator at 731-4466 o Tenders for Bricklayers andat"or�e Masons. Zone Differential for 'ruck [givers (Add to Zone 1 Rate) �� MAdd Odtar Mixers. , Zone 2 Zan $0.50 to base rate for refractory world Zoe"3 (Add 1.16 to base rate an amount equal to that Zone 4 1.70 received I&L safety belt requirements or other Zone 5 2.75. unusual job conditions by the mechanic this worker is tending) Zone] Projects within 30miles of City Hall in the ' h Cities listed below. ate'T Z�� More than 3+0 miles but n'40 miles. TEN �P�.AST,�: � 19.09 6.00 � less thai Moe than 40 miles but less than 50 riles. More than 50 miles but less than 80 miles: `�'1LE 5�'fTER/ ohd 5 More than 80 miles. TERIRAZ24 W5?RKEB 22.`f 8 16.80 erence Citi THIS 7`RADO,E IS TtNtili BY TILE T.. ERRA22O RIO B= . K � Alban Eu ene Longview :. � L n ��ew Portland Y 9 MARBLE PI(�ISIIE1IS Astoria Goldendale Madras Port Orford (Add $,50 to base rate if safetybelt ro' Reedsport esker Grants Pass Medfo required by Broakin s Hood� i ver N McMinnville Rosebl�tg r State safety regulations. g ewpart 861eM (Add 5'1.04'to base rate if work involves Burns Klamath Falls Oregon City The Dailies epo�cy furnahe, alkor acetylene black grouting , y r,_ ., ntario Tiilarriook Coot bay !aGeande O or watelrproof membrane.) akev►ew P6hdleton JULy p' G�stl ..,_. ..; . .u.,.,; i' i l * OREGON,DETERMINATION 57-04 CONSTRUCTION TYPE: NON-RESIDENTIAL BUILDING COOS, CURRY, DOUGLAS � 11 AND.JOSEPHINE COUNTIES ONLY � BASIC BASIC l Y-CURLY 'FRINGE HOURLY FRINGE TRADE RATE BENEFITS TRADE' RATE BENEFITS TRUCK aR11ER (Continued) TRUCK (Continued) + Work . .p. Wgrk _G A-Frame or Hydra-lift T ruck'w/load Transit Mix and 'd1/et or Dry Mix Trucks: bearing surface ... 1 .,. .. ... .»..... 5 cu. yds. and under 1 Battery Rebuilder ......». ». .i. Over 5 cu. yds. and inc. 7 cu. yds ......... 2' 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 ®rivers :. :..:.. ...»:.... .... ,.•. 1 Drivers and Helpers handling sacked cement--add 150 per lour Tirernan, full-time basis . ......•. ...» ,.. ., 1 Dump Trucks, Side, End and Bottom Dumps,_ including Segni-Trucks and trains or combinations Truck Assistant ....... ......». .» thereof,• Up to and inc. 10 cu. yds . Truck Mechanic-V1le.' Welder-Body Repairman : • 3 Over 10 cu. yds. andinc. 30 cu. yds ..... 3 Truck Mechanic Assistant: i....,. 1 Over 30 cu. yds. and inc., 50 cu, yds ......... 4 » Over 50 cu. yds, and inc. 50 cu. yds ......, 5 Water Wagons (bated Capacity') up to: Over 60 cu. ,yds• and inc. X30 cu. yds .4.•: .. 6 3000 gallons .•. .•. ... .4 1 Over 80 cu• yds. and inc. 100 cu. yds ....... 7 3000 to b00�1.gallons ...4: ,..... Dumpsters or Similare 5000 to 10,000 gallons ,........J...... ...-3 Equipment 10,000 to 15,000 gallons ......,......... 4 all sizes .i... :.. 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:JRUGEIS material on job site :.i 4•_:,4 :.:, ..:: 1 Loader and/or Receive rate for craft performing operation to which Leverman on Concrete Dry Batch Plant, manually.operated .... 1 welding and rigging are incidental. Low Sed Equipment, Flat Bed Semi-True and Trailer,or Doubles transporting equipment or wet or dry materials Lubrication Man, Fuel Truck Driver, Driver, Tleeman, Wash Rack, Steamy Cleaner or cornbinati�n' 1 i i 1 Lumber Carrier, briver-Sttaiddle Carrier used in loading, unloading �. and transportation of material on job site ...... 2 oil Distributor Driver or Leverman Pilot Gar y r i»• ••i,i,4 J•:i.f Y•i s i..Y i J♦.i4 i i•i J J Y Y � � Slurry Truck Driver or Laveeman ,.»::,,4:••J•J: Solo Flat Fled And Misc, Body Truck, 0 10 ton » 7 .li.lLY'1, 1-9Jy pAGE 31 } i i I i r � r T LIST OF 'CON'TRACTORS INISLIGIBLE BUREAU' fi TO RECEXVE PUBLIC WORKS CONTRACTS OF LABOR q Publication date. �uly, 11997 AND TNDUSTRIF r ' Ta: Al.. Oregon Contracting Agencies Pursuant to ORS 279.361; contractors on this list are ineligible to receive public works contracts. Thesecontractors and subcontractorso an farm✓ .1 y3 o corporiation, pa1St71C'. 'sk11,P off' Jack.Roberts, association in which the contractor or subcontractor has a Commissioner firanci.al interest' are ineligible to receive , public works contracts until removed" from this list:' ' If you have' questions regarding the 11st or for the most current information regarding persons ineligible to rece'a.ve p ling wage contracts, please e revai cdn act the,Prevailing Wage. Rate Cordinator, (Portland) 731-4074 Ext 290 $ TIER I+1A SATE �?LA,CESPI $�iC1VAL DATE 1. Craig Yundt; Registered Agent, and P.re s i.dent and AC & C Electrical Enterprises, Inc'. May 1.0, 1996 May 9; 1999 2130 N14 °cork Portland, OR 97210 2. Robin Allen December 1, 1994 November 30,11.997 Daniel Allen A C &119 Alecttic:company 3363 SilvertIon. Road NE Salem, m 9 -a1 Wayne Everett and october 15, 1995 October 14, 1999 Re�tai�suleiit 8rme;tio><a Specialties, tnc 86'45 SERoots Roae Clackams.s, OR 9101.5 juy 1; 1997- PAOt 11, Pt3RTLA�(1 EUGENE- DEN© tvI1817POItiD $00 NE Oregon Sl,#32 E 7th Street,Suite 22tl 12'atl NE Std,SUite r31tl5 10a E tVlain,Sulks 105 s I�cirkiarid�nIZ 9232 16 Eugene,OV 97401 Oehd,09 9itOl luledfdrd,OR 9750x'. (505)731-4200 (§1)685-7623 U)'38�350 (541 j:77G=627 y! PAX(5b5)231.106h :PAX(54))685-198tl I=AX f541)388.6275 FAX f54'1)776-5234 SALEM PPNOLETON 3865 Woli1erirte St,Nlr;E-1 200 l i alley Ave,5uilq 308 r Salem,C)I�97'31a 1�endletoi,GR 978tlj EQUAL u 5tl3)378.=3292 R (541)X76-788 ( ) ,- A1'��CQ�7AL C)PPC1 EMl�'Li�XE 27�-z95a FAX(80 ���-;��� I�T'UNITY FAX(54�) } LIST OF CONTRACTORS INELIGIBLE „w TO RECEIVE PUBLIC WORKS CONTRACTS Publication Data: July 1,, 1997 �oN'�RAC'�fiR 4. Malar Construction, TUC. November 23 1994 November 22,1997 70 S.W. Hall Blvd, ##31.7 Beaverton, OR 97005 My Much 5. ae C SWe' ney dba Michael A. xcsweeaaay Conatx.'uction February 25, 1.99,7 February 24,2000 P-04 Box 1573 Roque River, OR 97537 1 ... Edward R. ] omayar and April 28 1995 Apri,3.; 27, 199E Portland Custom Interiors, Inc r 4330 SE iMilwaukie Avenue Portland, OR 97202 �• Ha }cell F. Tallent, dba Oetobe,r. 140 1994 October 1 1'997 Sound cbnatltuction .of Reno 34773 Seavey Loop :Road Eugene, OR 91405 - Jags lamberts comm'ssioner Bur u v f Labor and industries ,!U 19S P L , AQE 3 3 i j IN 8U INDUSTRIES 00 BUREAU OF LABORLABORANC! LK RAS'" I JACK ROBERTS IMPORTANT NOTICE 0-ONCEFtNING PREVAILING WAGE RATES Postb�u ,ti,e. 00mmisaU,S, ioner s q I D i 4 Portlandr. 800 NE Oregon St, # 32' Oregon` Portland, Oregon 97232 POrmit N6, rORWARDING;AND ADDRESS CORRE"ON REO.UE$TED RETURN PMAGE GUARANTEED ��3t1'25 W 14A1.L SLYD TIGARG OR 97223-RL44, 111111{s9l�l1t11011111t�lBI!{�ItI1lEiI11111[tll��l�i�i�111�11� j . AMENOMENT_NUMBER 3 TO THE JULY 1, 1997 PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS IN c�REGON OREGON DETERMINATION 97-03/2147-04 EFFECTIVE OCTOBER 1 1997 T,)o' hava'b66Gi�artige i ! thb rate of fIVB trades, and zone larlguoge eh4nges ooncernlhg one rr6de since the most n gentaMiandment to the ,July 1, 1997 PWk booklet, Lpdates In O,AS0 N DETIBRIVIINATIO'N 0a3/�7-o4 ELECT'RIC'IAN LINE CONSTRUCTION (AREA 1) P'l.�l'4tIE3E�ia � �TEAN1FdT`TER/fy'IPE�ITTEI�S 4ApiEi�; �� POWER P-dUIPMENT OPtRATOS (ZONE LANGUAGE CHS NCaEGI ROOFeAt IAAEA 1) SOFT OL66A LAYSIRS IN��. . ,. n ori they laaol of this sh+�et- . Frrr' the sale of brev'Ity We have otit inoluded all of the Pxplanetory dates are sho , part's. Y_ klet for detail �;ano�rrting this amendment, If you ha.re ,any �ate Flef+�r to tt�,ie ra�av�ar,t o� the Jul 1997 Ee �� �►rrn�tl�n t at Is four! I(1 the re�ulet' �o�kl r � uestlonsf o8ll the R�tVFt Cooildinator at (60) x'31,40!4 In ftttland,_ ALL RATES IN TIDE JULY 199? BOOKLET 1/4`HR H ARE NOT AMENCiED PIEMAIN IN FbRCE, M i; YS h� I f al r k)..,V U ayp til U V W 1 4 A. L U l A.J.5J.`kiN.V �f U U"*�.0 V'3 �.r�va sr+�rio�o I A OREGON OEMRI�I�Iu TION 97-03 CONSTRUCTIO.14 TYPE: HEAVY-ENTIRE STATE, HIGHWAY-ENTIRE STAXEi. �A6iA�F�®MEtNT EFFECTIVE OCTOBER C 1, 19,97 NON-RE,54DENTIAL BLDG. EXCLUDES COOS,IOURRY. u. BASIC DOUGLA:� & JOSEPHINE COUNTIES BASIC �L PRIN G HOURLY FRINGE r 'TRA.I 8 RATE aE NEFITS T�jDRATE BENEFITS Va,! CTRQCr1A►°N t ZONE PAY CHANGES ONLY.- 6.84 N • , LY. Eleetri�ean 2t? S7 5.84 o Cable Splieers 22. 5 5.93 I�ULTN'CJMAH; C�LACoKAMAS; tiilAAl�Iil; YAIVIHILL WASHINGTON AND COLWASIA. l..l E tRiT,83�:Ts IA;�ALL.�4�E SIR f'@C��PC'T LL�Cr�47 ED I1 �+11J1 Tf� MAH O CLAC CAMAS AND FI1AI�IOIN COUNTIES, WEST OF THE Arco.+2 WESTERN BOUNDARY OF iVIT HOOD NATIONAL FORE AND ANS? WEST OF MALE.,, POST 30 ON INTERSTATE 84:`AND o Cable Splicers x;4.5 i 5,�i5 WEST OF MILE P'OS'T 30 014 STATE HWY 25 AND WEST Q aJdUmeyrnan UneenAn 2,p_ 5C? a7�i OF MILE POST 30 ON HWY 22 AND ALL JOBS LOCrA`l-ED 4 Line E up. Mech. TY, V1�.ASHINGTOIN AND CC�LI.I(1�EIA I�g6�-tf-way} '19.08 �.1a1 IN �AIIlI�Ii � �L O�UN o Lnn Equip, C). r. FOR ALL COUNTY HALL RECEIVE ZONE 1 PA pe '99�OEI X51 CLASS IFIC:A'TIONS. a Crvundman 13.95 (S) ALL JOBS OR PROJECTS LOCATED IN THE AREA OUTSIDE THE IDENTIFIED BOUNDARY PLM�E itiE�EFi r a' T.E x lT,� THAN 50!MILES FROM THE PORTL.ANO OI'1'Y I-I,�iLL' LESS i ABOVE,BUT SHALL " PAY FOR ALL CLASSIFICATIONS. RE►lEl'OJE ZONE,� _(Both)*� 26.15 5.10 tubers Steamf (0) ALL JOSS OR PRojEgT S LOCATED MORE THAN E0 P BUT OI,LTiSOE' is 'foe c r PIR�O;N-I�tESIi E�dT1AL WILDING"rsih �d`IrL1;S FSO Tc�� l OR'TLANL� C aTY F All THE IYtJEN�IFIEO 13ORDER ABOVE, SHALL' RECEIVE Z0NE C003i Curry, l t u l s and Jc�m-phine Counties 3.PAY FOR ALL CLASSIFICATIONS. .t2E E.06 IRE FOLL LNa_Off �' ►LSANY11 EcEN[7;COOS SA'Y; EUCC-NE GRANT$PASS: KLr"�MATH ft.LS;MEDFORD�4ND ROSEBURC o R��feis, 15.75 5.3Q (A THE JOBS OR P OJECTS LOCATED WITH lI�I 34 MILES 9 ` pitch 21.73 5,30 I E CITY HALL OF THE ABOVE a I-I�r•.Idlin 4t��ll � . �� 1 IVIENTIOWE CiITIE$ SHALL RECEIVE c C)N '!' PAY FOR Al L C, . f ,al ICATiC�NS E R � 19.85 �d3 �'. Y #aw 'qor Layers 11s ,fi (91 ALL JOBS OR F'AOJEC:TS LOCATED MORE TITAN 30 ih effe�r � TEES AND LESS THAN 5�1 IIIIILES F�tOtVl THE #41rhe �b�v� rate fet' Soft Fr .. for "NON RESIDEWIIAL S1JILDI.NO" in O66s, eUrry� RESPECrTIVE CITY HALL OF THE ABOVE' MENTIONEO ou I s Am- �i�r aohir�� CrQ��r�ti 0 TIES SMALL FSI:C FIVE ZONE 2 PAYY FOR ALL` CLASSBIi1CATIl„NS IC , . PROjEOTS LOC-A.TE� d ont THAN $b MILES-FROM`i'HE i ALL .�L'��n��5 C! �E�PE�TIV'E CITY' T :. , .. �1ALL CDF HE A�D�Ir ,. E ZONE 3 PAY MENTIONED GITlES SHALL RtbEIV FOR 1 ALL C;WtIFICATIOINS. I AMtNbMtNT ULY 1. !X97 fibb'CLE'1 f r. r ' j r , g BUREAU OF LABOR AND INDUSTRIES - WADE AND HOUR DIVISION INSTRUCTIONS FOR COMPLETING PAYROLL/CERTIFIED STATEMENT FORM, I, WH-38 {Rev 6/97} � General. This form provides for the contractor's showing of the payroll and all mon1es paid to the employees, whether as basic ratesr a as cash in lieu of fringe benefits,refits, and provides for the contractor's representation en the payroll/certified statement that he/she is paying tither benefits required by the contract and not paid as cash in lieu of fringe benefits. Detailed instructiGns concerning the preparation of the forme.follow: Complete the box at&,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 tht� Public contracting Agency. Address, and social ,ri y number of Em The employee's full name must be ` payroll The employee's address must also be shown on the first payroll submitted. sp►ovrrn on.each a roll submitted They address need not be shown on subsequent payrolls unless the address changes" A�though not required, space is available in the name and address suction so that Social Security numbers can be listed. r^luifin 2 Trade iassif rnl - ' i a IoLIg; List the classification found in the Bureau of Labor and Industries' bl ' 'Prevailing Rates or PublicWorks contracts in Oregon," which is most descriplve of thewok actually Pe.rformea hy the employee. 11 Give the "group number for thosewhichworker class ' include such information, consult the worker classifications and minimum prevailing wage rate schedule set k, forth in contract specifications. Refer to the appropriate prevailingova a rates in age, at the contract was first advertised for bid for information regarding trade classifications, basic hourly rates, he X, and hourly fringe benefits" Indicate which workers are apprentices, if any, and give their current percentage, trade classifi cation, and group contact number when applicable. If additional worker classifications are deemed ne�cessap , ct the,contracting public agency. If an employee works in more than one worker classification, use the d highest rate for all hours worked, or use separate line entries to show hours benefit fc�r each classification. worked, rate of pay, andfringe i r Ate' Enter the day of the week(M, T; W Th, F, S, Sul in the top row of boxes and ;�Q(,umn 3- 0AY ANDD T the number of the day of the month below, HOURS W D "me hours in the row marked "OT", See ORS 279.334•and page 2 ' ' o this booklet for' c�e in the overtime p g.. g ime requirements. f,91U= ---Total I-louM: Enter separately the total number of overtime hours and straight time hours worked 4 'cation during,this a ("OT') p =g _ ") = y ' below. � pay period;. overtime ( cT 1 on to straight time ( S immediate! y each listed classify Rate .,¢FsU. errs to ee i Bas" Nei y Enter column 5 ' ter the basic;hourly rate and the overtime hourly rate (if oily) paid the Pba the appropriate overtime and straight time boxes, Payment of n e times siot less than one and one half c or regular rete paid is required for overtime under ORS 2.79:334, -�'�__. 'r Wali mill 00l to t,e in:lieu of Erie a benefits, �"`�"ovee. Enter any additional cash paid directly to the jm � dt i em y e l tin prd ass not necessary to pay time and a half for overtime vino � rk on those P swages which are paid in 1106 0f fringe benefits. urnh .7 - Oros ... ., g g straight time !-lours, all'listed i�rno- �±arnn Enter the toss wages earned by the worker in this classification for rill listed s g � � d overtime !•lours, and including all additional amounts paid dirextly to the erhployee, ��lumfl.$ � Tc�f'ai n c c �.�_ each emplq t;e far 'ust those hours re orted o TE" LCI n a the total amount of deductions withheld from y hose hot` ),epor ed n this payroll/certified scetetnent for this project, All dedu l ..:. P p 1 coons must be in accordance with the i•tiVi8iohs of ORS 65:?,610� column 5 �e� VVa subtracting the total ded " c g paid for Wei Enter the amounl� 4, �S!�1lZlL1�fra�r'r1 the toss amoun tually paid`to the ein�3r;?yee after ' . actions reported.in ' t earned shown in ' i_ k. r ti 1 INST RUCTIOUS FOR COMPLETING PAYROLL/CERTIFIED STATEMENT FORM, WH-38 (Rev 6/97)' , i p t.., �. Column 90 - Hgu,t13� Fringe Bggefi P�„S,�'��gj[....:_Ign.. Fund til` �a-�ara��.. Enterthe hourly amount of fringe' benrfits pard Ito each individually approved party, plan, fund or program for each employee. List I'`Ise amounts separately on the lines provided Any contOctor who is making payments to approved parties, plans, funds or programs in amounts_less that the reg4 it q hgl,lrly frjge benefit is obligated to pay the difference directly to the as wages in lieu of fringe benefits, and to show that arnount in CIn-fi of this form. dol 1 -lal �of BHDeit Par 'Pignn,�u.un or,ptpgram: I Enter the name of the party, plan, fund or program that corresponds to the amount shown as an hourly fringe benefit in C-Wumn 1 Q• j s`illlrJl]9t�L1C In order to determine if the wages and fringe benefits being certified by this statement are sufficient . to repsevailing wage rate requirements,the following check may be performed: j 1, Consider each Trade Classification listed in Column 2. .' For that Trade Clastlfication, tale the surn of: a) the Basic Hourly Rate of Pay (Column 5), b) the f surly Fringe Benefit Paid as Wage to Employee (Colurnn'S), i g Party, Plan, Fund or Program (Column '10). 1 c) and the Hourly Fringe Benefit paid To Y 3 This sum Mutgt equal or exceed the sura of t �� q he Basic Hourly Rate (including zone pay and special I Viage differential$, 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 Industricas publication F.Ll�Vailirig �lliade Rigs f or Pubiir,-Works Contracts in i NOTICE TO CONTRACTORS: YOU ARE NO LONGER REQUIRED To SUBMIT COPIES OF THE PAYWOLL/CE]TIFIEDSTATEMENT TO TIE BUREAU Or Look ANO INDUSTRIES. THE STATEMENT MUST BE susMlTTED To TWE PROJE Y CONTRACTING AGENCY. w I I ' F SSS 1 a° "4 J i r , tm:ian�t71P'diifii®octcLE 91NsT I " ii I 011 (2 (;B D� ��orae (4) � � €�� ��3 a� (off :� o= 011) NAME ADDRESS,AND! TRACE; BASIC tiOlJRsY F#II#ItaE GROSS TOTAL NET WAGE HOURLY FRINGE NAME OF BENEFT SGOAL SECURITY r TOTAL_ AMOUNT- DEDUCTION PAID POA; CLASS,FICATO'.ZN_ HOURLY= BENEFIT PIaD AS NNEFIT PAID TO PARTY.PLAN.FUND, NUMBER-OFEMPLOYEE ILL` Rs y, RATE WAGETO . PAM,PLAN, GR IINCWDEo;4�Dt EARNED FICA.F-�� WEEK €IFAPP!!l'A6CE! .c��s ETC. PAY EMPLOYEE- � � FUND OR PROGRAM HOURS-WORKED EACHDAY: l PROGRAM QT OT OT OT - CERTIFID STAj I DO HEREBY STATE: (NAME OF SIGNATORY PARTY?' (TITLE) (1:) THAT 1 PAYOR SUPERVISE THE PAYMENT OF THE PERSONS EMPLOYED BY, ON THE (CONTRACTOR,SUBCONTRACTOR OR SURETY} - (BUILDING OR WORK} THAT DURING 7`i-IE PAYROLL:PERIOD COMMENCING ON THE DAYOF - , 13 AND ENDING THE DAY OF 119 ALL.PERSONS,EMPLOYED OU SAID P O HAV B FAt FU L,WEEKLY WAGES EAMTD THAT NO'REBATES HAVE BEEN OR WILL BE MADE EITHER DIRECTLY'OR INDIRECTLY R ,lECT E EEN D THE L TO=OR OIV;BEHALF OF SAtD FROM THE FULL Vti1EEiELY WAGES Er1RNED'BY ANY PEf3SON,AND THAT I+IO DEDUCTIONS RAVE BEEN MADE E•T�ER DiRECTL OR INDIRECTLY FROM-THE FULL JVAG,_S:EARNER BY ANY PERSON„OTHER'THAN PERMISSIBLE DEDUCTIONS AS SPECIFIED IN ORS'552:.610,AND DESCRIBED AS FOLLOWS._ (2): THAT ANY PAYROLLS JTH_RWISE(UNDER THIS-C.ONTRACI REQUIRED TO BE SUBMITTED FOR THE ABOVE PERIOD ARE CORRECT AND COMPLETE;THAT THE WAGE RATES FOR WORKERS:CONTAINEU THEREIN ARE NOT LESS,THAN THE AI PLICABLE WAGE RATES CONTAINED IN ANY WAGE DETERMINATION INCORPORATED IN THE CONTRACT;THAT THE CLASSIFICiATION'SET FORTH THEREIN"FOR EACH WORKER CQ;FORMS WITH WORK PERFORMED _ .,.(3)THAT ANY APPRENTICES EMPLOYED IN THE ABOVE PERIOD .7E DULY REGISTERED IN A BONA FIDE APPRENTICESHIP PROGRAMREG,:TERED NIT- A STAT APPRENTICESHIP AGENCY RECOGNIZED BY THE BUREAU'OF APPRENTICESHIP,AND TRAINING, UNITED STATES DEPARTMENT OF LABOR,OR IF NO s-Qui RECOGNIZED AGENCY EXISTS IN A STATE,ARE REGISTERED WITHTHE BUREAU OFAPPRENTICESHIP AND TRAINING,UNITED STATES:'DEPARTMENT OF LABOR. 1 HANE READ'THIS CERT1FIE13 STATEMENT,KNOW THE CONTENTS'THEREOF AND IT IS TRUE TO MY KNOWLEDGE: NAME AND TITLE SIGNATURE T PUBLICATION: CLE - 11ff�TE TO C01�TRsiCTI�RS: YOU MUST ATTACH COPIES 1;3F THIS FORM,TO EACH.OF.YOUR PAYROLL SUBMISSIONS ON THIS PROJECT. SEETHE 90LiPREVAILING WA RASES F R'PUB It'WORKCONTRACT IN OREGON FOK INSTRUCTIONS OSI COMPLETING THIS FORM: -PILE T._.._TORN`x -=H TF AG; FORM WH-38 (RFV 6/961 v F BUREAU OF LABOR AND INDUSTRIES NOTICE, ®F AWARD CSF PUBL.1CA WORKS'CONTRACT (For use by Public Agencies in Complying �� ' with QRS .�:'��l.3�3) 1.CONYRACTIN G AGEiY �' INFORMATION, Naar I4dairwas --. A9ency Humbea City,stater ZIP Agency Representative r Phon® 2.CONTRACT INFORMA"1 ON t i Project Name - Prajeet Number Project Manner Name A Fax Number Pit®n��han�ber Project,Location (Stre6t bi Sta ( ya �, ta)w., Project County . v Ctctract AanounSourcea of Fund*(ie1a®% edera 'una, 6050 �ederallState, l00% Local, etc.) Note; if this project is Irederally funded end i�u(b act to tF�e ® ` f j ares Ba form co►n to the Oregon Bureau of Sabo dict, do not �ur�rnit this r and Industries. Is subject to Oregon pre wagie rife„ please a ecl ,deral funds are Involved ,beet tFt�o projec ®ata Contract Specifcations First Advertised for Bic! Date Contract AWarded Date Fork Expected to Beg1' a ®ate First Progress pay y meat Due Expected Gate of Completion 3 PRIME CC1NTRaA►C`I'Ot INFORMATION Name Addrea*i city, State,hep Phone tractors board Rg eatr�etyon NumberConstruction Con, i 1Morke�ra°Cai+►rip�. Anstarance company Workers,Corte �►® P� licy/Binder Nuntba�r. T1418 FORM WIL Be RETUrjN�� rc� �° ► +� #rl�,�► er �± ,i��4r� INIG AGEN�4,f► FOR i®N COMPLETE. CIDi�R�CT° AND RlEstL��11Ai7"i",A C�� iwb FORM TO! Baer _.IP�.B`ti' esu of Lab�ir'and;Ineitt�°i IVllage and Hoar BAiviaioh itih 11619 varling Y1ie� a Section on 1300 Wit 00.8ad K#32 Paisk Bd� Ott 972,32� � Akb, t31-4014 xro 233 Fait: 4 1 3j7'11.4f B f aw�ra.��im(I�e� WH-89 v , a is c; s , • 'r Bureau of Labor and Industries Prevailing Wage Date Unit N.E.sro JO Oregon St. #3.. g , Portland,OR 97232 Phone, (503)731-4074, Fax: (503)731-4623 ACT EN (For use by contractors in complying with ORS 279,375) THIS FOIt1VI T'�D BE USED FOR PROJECT'S AWARDED.AFTER SEPTEMBER 914995 ONTLY Crtufa= Please complete and mail this form to BOLI at the above address, alonwith the,appropriate fee g (1/1 Oth of I%,of the contract price* )payable to BOLI. MINIMUM FEE IS $100.00,MAXIMUM FEE I5 s, $5,000.00 Without,the falldWiin completed informations the bureau may be uumble to roperly credit you t, g f► �' p fear payment rece!ved. BUSINESS NAzMIE(DBA,) CCR# ... K MAKING ADDRESS: PHONE: 4 - (STREET Of PO BOX#) (CITY,STATE,ZIP) PROJECT NAME: PROJECT NUMBER;- PR43►JECT t,CDCA'CIONs _. . _ AG 'NCY AWARDING CONTRACT: IN Y..y' AGENCY CONTACT PERSON: PHONE. ( ) { i CONTRACT AMOUNT: PATE AWARIDED: DATE VlrORK BEGAN: *(Contrgct amount X,0U 1) t i 1 . a (P�e�s�riupllc�te tf�is far�ri i'na'future-ils�) 32115 i97leefm 36i� i-' „w , s y. i. } f Bureau of Labor and Industries , Prevailing Wage Rate Unit 800 N.E. Oregon Wit. , # 32 Portland, OR 97233 phone,: (503) 731-40741 ext , 250 FAX: (503), 731-4623 T FEE AD '®P.Ni THIS FOp.M TO BVUSED FOR RECONCILIATION OF FEES ON COMPLETION OF r PUBLIC WORIKS PROJECTS _.. (,As required by ORS 279'.375 and OAR 539-16-210) rar, rs: Please 'complete and mail this form to BOLI at the above address, after completion of the public works project and not less than 30 days after the final payment by the contracting agency' ractors are required Ln a qv' - he final contract rice,' including all change�arders or other adjustments t to =the t Original , p rate fee, based on the the adPrevailing coagtract price and to calculate ',usted p 3 wage revised contract price. Documentation must bei included to support the final contract price. The prevailing mage rate fee, .001, (1/10th of it) shall be applied to the final contact price, Frith credit taken for fees already submitted. The contractor crust submit the additional fee payable to BOLI with the adjustment form or, requests ` applicable. BE (��14R0'+El?. for refund if, , BUSINESS NAME (DEAD - Ccg 4 MAILING ADDRESS: ,,,,_PHONE: (STREBT OR 00 tOT `#e CITY, u'dATE,. ZIP) PROJECT NAME: ------ PItG411)(kCT Nfi7LMR s -_- _- ...:PROJECT LOCATION: ' AGENCY AWARDZNG COATkACT e , _DAT$ AWARDED. FSNAt CONTRACT 'AYE 6UNT VIRAL P'EE VETE* (Include all change orders and adjustments *(Final, Contract ainciunt X .001) to the contract price) O tIGINA.L G'bgN'PR.ACT A[�tOUNT INITIAL �'EE PA%b*: *(Contract amount X 001) f RE ,1 TACE DVF.!• .. .... ..:::, w.,,,r .- (�inal contract fee less initial fee paid) Salmp�.e Calculation: - ` Final contract `Amount $400,000,00 Final F'�ic Dues $400,00 O,tiginal Contract Amt, 3(L4,�(LS�C1,trio znit al r'ee aids - f�0,Q0 �: djustment: $100,000 00 Amount Due or Refund Due: sin.00 rotas A � *Documentati "ort may consist of change orders or other. contract docUthi� nts subsltantiatitig I the amount of the ddhttAtt. , iz/iii¢3 Anarss fat! (Piezbe diipildtt® thiij idttfi' for Euttieii rueid) �i , �, ♦ Q s PLANNED PUBLIC IMPROVEMENT SUMMARY EiS.CAL YEAR PACE QP Mame of Buts or Local Govemment Agency) ;Project Project - Agency or 'Number Project Mame Type Project Location Estimated:Project Cast Contract Work 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 s y P P file with the:Commissioner of the Bureau of Labor and Industries a list:of every public improvement known to that agency that the agency la e - _ .:_ S y if it P ns to fund�n th budget-period' If.the agency decides to use:its oven equipment and personnel for construction projects estimated to cost more than-$50,000, t ,'i P � - .he agency sh�: show that the:decision;conforms to the policy,of the State of Oregon that public:agencies shall make eve effort o P S P g every t construct -public improvements at the least cost tothe public-agency. and the public agency shall`cause to be kept and preserved a full, true and accurate account of the costs ofperforming'the work FOi�M WH-1111(Rev 61 1 including.all engineering and.administrative expenses and:a reasonable estimate of the cost, including investment cost of he o _ S t equipment used. 'NOTE. This r Improvement Summa V-together with,he 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, Pe.tland,Oregon 97232 I r CAPITAL IMPRO*VEMENT PROJECT COST COMPARISON ESTIMATE (Name.of State.or Local Government Agency) DEPARTMENT: PROJECT NAME: PROJECT NUMBER: PROPOSED YEAR FUND: _ PROJECT DESCRtPTiQN,: _ Rough Agency Force Estimate C2uaQuantity, A enc Contact Estimate Unit Total Estimate Units: �tiork Class Descri tion Cost - Cost lJnit Total Cost Cast Estimated Construction Period _ determines that(Agency Forces)(Contractor) can perform this work at the least cost. (Name-of Agency) (gross out orad) FORM WH-119 (Rev 6f96) (Agency Official) GENEM C NDITIOJS TERMS ABgREVUTIONS r AA.Sffro American Association of State I-Eghway and Transportation O icials ANSI American National'Standards Institute AS'I'1v1 American Society of Testing and Materials NFL National Electric Code 7,11:numbers and le Iters following the abbreviations denote the serial desi gnation for the specification , or standard to which reference is made. DIFINITIdNS Addenda:-'Written or,graphic instructions issued prior to the execution 'f y p o.the Contract which modify or interpret the ContractDocu mems, drawings, and specifications, b additions, deletions, clarifications, or corrections that'become, ecome a portion of the Contract Documents, Agency/Owner'-The qty of Tigard, Tigard, Oregon. Bonds-Did, Performance, and Payatient Bonds, and other instruments of securit furnished h the Contractor and his'surety accord' ance with the y� °� Contract'Documents, ,,,, g ,, Change girder A Witten order to the Contractor author >11 an addition, deletion, or revision inthe work w then the general scope of the Contract .Documents, or authorizing an adjustment in the Contract;price or Contract time. Contract Documents - The Contract, includingAdv ertiseryaent for Fids i , .Information for Bidders, o ltra�ct Performance and Pa, inent Plond; I�raWin s S ecl ' proposal. Bid;fond C y g p `fications, and any i Change Orders or Addenda„ 1 Contract Price, ce yThe tat a1 monies payable to the ConContractorunder the terms and conditions of the Contract Documents', Time the number of calendar day s stated in the Contract Documents forth e completion Contract Tern of the work. Contractor-Th( et'so p , partnershi y pp � the cor oratron ,. .hi. . or association cul licensed of roped,by State p � , g g y v horn the Agency has executed the Contract o Gare on an :,the A enc with GG } I i i i x: - r Engineer The A.gencys designated project engineer durhig construction. Inspector- The person designated by the Agency to'inspect the work. Notice to Proceed -'UVritten communication issued by the Agency to the Contractor authorizinghim g to proceed with the work and establishing the date of coMm' encement of the work, Project- The undertaking to be performed as provided in the Contract Documents. r Shop Drawings All drawings, diagrams, illustrations, brochures, schedules, and other of are ptepared by the Conpp "`tractor,Manufacturer, Supplier or ''bht h data��hich Ipi:�Lr` or, which illustrate how specific portions of the work shall be fabricatedor installed. Existing system-'All pipes, structures, and appurtenancesp resentl existing " Y g at the plant site, Supplemental General Conditions Modifications to the General Conditions and include of the Contract Documents. d as a portion Work All labor necessary to produce the construction required by the Contract DoG.'aments an I materials and equipment incorporated or to be incorporated,in the project. d all t L&AWINGS AND APPGIT'ICATIONS INTENT The intent of the Drawings an Specifications is that the contractor shall furnishr` d S ecific aall Mbor, materials t,als, q p p • ry proper t441s, a ui merit, and transportation necessary for the ro er execution of the work in accordance with the Contract Documents and all incl dental. work necessary to complete the proj�et in an acceptable umee,manner. read for use se and operation by the Agency, While . . it i�belie�red.that much;of the�rdormation pertaining to conditions�,�vhich'rr�ay affect the cost. rk wt r t oftheProposed wo It be shown on the plans or,indicated in the sp��cificatorlc; the Owner does not warrant the coni leteness ar accuracy of such information, ft is the contractor's resp onsibilit to p ascertain the e�stence of any conditions affecting t?,p co,}t of the work which woul y . Would have been ' disclosed'by reasonable examination of the site, Y All `.R is co work shall be do Dance with Agency ordinances, and re,�olution and orders where not e ed b specifications scorn Y p or drawings in this document, CON"PLICT In case r the drawings and specifications. . ., g � p cations; ;the spec if cations .shall govern; : Dimensions conflict between l , general dr g scaled dutensions; and detailed drawings shall govern over on rawin s shall ot�ern over g drawings, P 3 i s A' i 4 e DISCREPANUESI..�. and betwe An discrepancies found i�n the drawings, specifications, and siteconditions or any inconsistencies or ambiguities in the drawings or specifications, shall be immediately reported to the Agency in writing, who will proryiptly correct such R inconsistencies or ambiguities in writing. Work alone by the contractor after his disco INrery of such discrepancies,inconsistencies, or ambiguities shall be done at the contractor's risk. CHANGES IN THE WORK AItjD CON'T'RA T PRICE 1 VOR CHANGES enc The A, at y time, as the need arises, order changes within the scope of the work �' �'may any hwithout. 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 PRICE The Contra' p y + y y g Order The value of any work covered by a Change� t price zxia. be changed only,b a,Chane . i g Order or any claim for an increase or decrease1n the Contract price shall be determined b one or more of the following.methods in the order or precedence listed below., f Crutrice p s previously,approved... 2. An agreed lump sum, 3, ]Force ac count. The actual cost for labor, direct overhead, materials, supplies, equipment, and oher services necessary to complete the work shall be,documented A The .Cor ttractor shall maintain records in such a manner as to provide a clear distinction between the direct cost of extira 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 extra work to be paid or on a. , I& The reports shall itemize the materials used and shall set forth the direct cost ' force account bas. of labor and the charges for equipment rental whether furnished by the Contractor, or sub-contractor, The reports shall provide names or ldenti'fications and classifications of workers. the r hourly rate of pay rind hours worked together With. tine size, type and identification number of equipment and hours of equipment operation. Material charges shall be subnnitted by vendors'invoices, Such invoices.shall be submitted with the reports, or, if not available, they shall be submitted with subsequent reports, in the event said vendors �nvo ccs ar ( y 1 not submitted within fifteen 15 da s after acceptance of the�wo rk; the . . ..... M. actia7 a contr g agency y reserves the riglat to establish the cost af'such materiars at the lowest current price at which said materialsare available in the appropriate quantities delivered 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:, .snake 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 area reed upon and g p signed by both parties, they shall become the basis of payment for the work, THE CONTRACTOR AND HIS EMPLOYEES CONTRAC'T'OR,AN WDEPEN]DENT"AGENT The Contractor shall perforin 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. SC ^ ` (�NTT�ACTTI'�G 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 mail object to as lacking cep bililty to properly perforin work of the e and scope,anticipated.,gyp No changes will be allowed#ruin the approved subcontractor liC,t 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 omn ssiops of persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relation between any suboontractor and the Owner, INSURANCE AND LIABILITY A., GEIZMAL The Contractor shall provide (from insurance comp es acceptable to the Owner the insurance coverage designated hereinafter and pay all costs. e commencing ilarnencirig'work under.this Contract, Contractor shall furnish theOwner with certificates of insurance specified herein showing the type, amount; class of operations µ I 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." it,case of the breach of any provision of this Article, the Owner, at his option, may take out acid maintair 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 whichmay be due or become due the Contractor under this Contract. The Contractor shall waive subrogation rights against the Owner under the insurance policies required. The "other r insurance" clause to the required insurance shall not. apply to the . _ insurance policies of the Owner: B. CONTRACTOR AND SUBCONTRACTOR.INSURANCE � 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 th,e i4nsurance by the Owner shall not relieve or;decrease.the liability of the Contractor hereunder. C. COMPENSATION AND EMPLOYER'S LI.ABILrITY INSURANCE 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 $100,040,00 for each occurrence, for all of his employees to be engaged iii work on the project tinder 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 Federal Longshoremen's and Harbor worker's Act and the Federal Jones,Act, D. GENERAL LIABILITY INSURANCE(INCLUDING AUTOMOBILE) The Contractor shall rnaintaiti, during the lige of this Contract such general. liability and y p g g E automobile liability insurance as rovide covea-a e,for clatrrts for damages for personal L } in ury,including accidental death, as well as for claims y property. gage, which may arise 1r .Y altos xor an directly or indirectly from pert'ormance of the wort under this Contract, Coverage for property damage shall be on a"broad form" basis,' Arrtount of Insurance to be provided shall be $500,000,00 combined single limit for bodily injury, liability and property damage per occurrence; plus umbrella excess liability for the general liability and automobile liability insurance to an amount notless tfian$5,000,000.00 per orcurrpmce in excess of the above r� M 111.1-11-1-............... .......... .................. ................ a n I i stated primary limits. Any applicable retention above the required Pp qu ed limits of insurance shall be assumed by the Contractor and shall not be collectible from the Owner or its insurers. a In the event an work und` y er,this Contract is performed by a subcontrac.x,r, the Contractor shall be responsible for an� liabili ,-�-,-� P t directly a�..��. i S out of tla�, work. y, . . Y d under this act b ,a subcontractor whic ,liability g performed Contr y h .abiilt is nat covered y . � subcontractor's insurance. r y the subcont The Owner and Engineer,their officers, agents,:and employees shal be named as additional insureds - on the Contractor'sind any subcontractors'general liability and automobile liability insurance policies for any claims<arsing out of work performed under this Contract; E. BUILDERS F 11SK A.Y,Z RISK INSURANCE 'Unless otherwise modified in the SUPPL ENIENTARY CONDITIONS, the Contractor shall secure and maintain during the life of this contract;Builders Rusk All Rask Insurance coverage for 1 Q0ercent of the Contract amount, p Such insurance shall include .coverage for collapse, or loss due to the results of faulty workmanship, and earthqual�e, landslide, flood, shallrovide for p losses to he paid to the Contractor and the Owner as their in';erests may appears, F. :1`SSUR ANCE COVERAGE FOR SPECIAL CONDITIONS e construction is to be accomplished within a en tl.. public or private right-of-way requiring specie P insurance coverage,the Contractor shall conform to the articular requirements of the autl" .oY rit having Jurisdiction and provide the required insurance. The Contractor shall include s liabilit policy that the said authority may requ're for the-protection. i in hi y p V all endorsements of the authonty,its officers,gents, and employees. Insurance coverage for special conditions, ' when required, shall be provided,as set forth in the SUPPLEN ENTARY,CONDITIONS. G. NO PERSONAL LIABILITY OF PUBLIC OFFICIALS In car out n of the provisions Dere carrying any p of in exercising any authority granted by the Contract,there Will be no personal liability upon any public offici lal, if The Contractor shall indemnify and hold harmless the owner, the Engineer, and their agents and: em 10 p yeas frorri and against allclaims, derr�ans, penaltif�sy clamagesy losses, expenses, including attorneys fees and causes of action of any fond or chara(�ter, including the cost of defense thereof; arising or alleged to have risen in favor of any person on account of personal injury, death or d.rnage to proplefty arising out of or resulting, _... ,. injury, p ' g g frr, or alleged to have risen out of or resulted from in whole ' 7 I or in art an act or omission of the II p Y Contractor, any subcontractor, anyone directly or indirectly emplo•ved by�any of*heni or anyone for whose acts any of there may be liable. In any and all claims against the Owner, the Engineer, or any of their agents or employee,; by an employee of the Contractor,any subcontractor anyone directl or` or anyone for whos:#acts any,of them taxa b � Y indirectly employed by any of them a . y e liablw, thy:indemnification obligatioilof the Contractor under flus 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 Cotiti•actor or any subcontractor under VVarkers° 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, n p g , and pay or cense 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 withheldunder any laws. ORDI TA ACES, 1PE11M,,AND LICENSES .lie Contractor ractor shall kee elf p � ordinances, as wellas Stag;and Federal. " laws which in an manner affect the fully informed of all local y e worl�herein specified. The Contractor sha11 at all times comply with said ordinances, laws, and re;, ions, and protect and indem�iifj the Owner and its officers and agents against any claim or liability arising from or based on the violation of any such lavas, R�. 3, p ordtnazic�s car re lations. All e • " spection tees necessary for prosecution and completion of thcW work shall,be � in .. p 7 be secu ed and licenses, and paid for bythe Contractor, sunless otherwise specified, FOR I�+Q�..TT�E1VIElaTTS OF OREGON]LA's' PUBLIC CONTRACTS e contract,,Documen p , Then the : + , is concerti public works of the ,Mate or any County, niunicipelity, or political subdivision created by its laws, the'applicable statutes of the State of Oregon shall apply. For this reason, Sections 279;310 through 279.356 of the Ore on]devised statutes as irr .� � ' , , g , amended or ' superseded, in the latest additions and revisions, e incorporated by reference as part of these Contract Documents. These sections define the requirements of Oregon law for public contracts, k Concerning p a ent of laborers and materialmen contribn}oi�s to State Accident Insurance Ym Fund (SAW), prevention'of liens, payment,of withholding taxes. B. "-Verning the inaxirziun Hours and length of day's labor, overtime provisions and p..Y. . 9 anent and a anent of medical care and attention to employees re uire ncl r_ a merit of 1. : C. C g p y ,� a not less than p�`evailing ver ge rate The Contra or shall not less than the prevailing rates of wages in conformance with,OSS 279,350. Certification of wage I i. f payments by the Contractor shall be submitted to the Owner in conformancewith OZ.S 279.354.54. Wage certification forms shall be provided by the Contractor. D. payment a ment of claims b public,officers, provisions relating to environmental and y by g natural re t by mutual agreement or for source laws and rules and termination ofContract public interest, It isl understood and agreed that all parties to this Contract shall determine the contents of these applicable statutes and comply with their provisions;throughout the performan,ce'of the contract. CONTRACTORS' AND MANUFAC'TURERS' COMPLIANCE WITH STATE SAFETY, ,c OSHA,AND OTHER,CODE REQUIREMENTS The completed work shall include all necessary permanent safety devices, such as machin 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 wrnpliance 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 y persons,(+ eluding employees) and property from the time of award of the contract salCet of all in through and including final acceptance by the Owner, This requirement and attendant liability shall 4 apply continuously on a s covenant to indemnify contained herein expressly . , 24 hour basis. Coratra�,to�, .,. ._ . includes any damages;etc., arcs' out of any such jobsite conditions, Safety provisions shall conform s 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 regulationG 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 aforernentioned safety provisions shall not relieve him from compliance with the obligati�ans and penalties set for herein. The.Contractor shall develop and maintain for the diaration of the Contrao:, a safety programthat:will effectively incorporate and implement allr required safety provisions.; The Contractor shall aupoint an employee who is ualifled and authorized-to supervise and edorce, compliance with the safety q P p Y 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 hear the construction site, AAAA i^" - .. ..i.,. ..:;..,.-. AAAA.. 1 i r. The Contractor, as a part of his safety program., shall maintain his office or other well-knownp lace at the jobsite, safety equipment applicable to the work as prescribed by the aforementioned authorities, all articles mxessary for giving first aid to the inured, and shall establish the procedure I for the iminediate removal to aY hospital or a doctor's care of persons(including employees)whotray be injured on the jobsrte, 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 t. in addition, the Contractor mast promptly report in writing to the Engineer all accidents whatsoever arising out of, or in connection with, performance of the work whether on, or,adjacent to, the site, giving full details and h. the erfor statements of witriosses. 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 claim: { ]PROSECUTION OF THE WORK It is expressly understood and agreed that the time of beginning, rate of progress,, and time of of the work are o f completion the essence of this contr . work shall be prosecuted at such Cirrie . ,actorThe ` , and in or on such part or parts of the project a.`; 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 bocome due to him r hereunder without the previous written consent of the Owner. SUSPENSION OF WORK d ` The Agency may suspend the wr ek and give written notice to the Contractor stating such when the grequirements _ wk�lch does not conf'orn to the of these Contract � I�ocmtents or is im ro a�er��.[ :, _ - - ». p p ty performing the work, and negleLts or rehires to replace or reconstruct such work The su.pension shall remain in effect until appropriate corrections are made, Review of � . . the A enc s decisioi, i { r initial ' . t g y shall be made upon regciest by y g ours of the " sus ensi.on. Re ardless of his decision,� � s the Cit Edna Managerwithin 4� l . p g the Agea,cy shall not incur pecuniary liability,for any incorrect ' sp , . suspension ofwork unless such suspens' wa,,a willfully malicious act of the agency, . r R a If the contractor should, in the opinion.,of the architect, neglect to,prosecute the workro 'erl or should neglect or refuse at his own east 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(I 0)'days written notice to the Contractor and the surety company, or without notice if an'emer enc or danger emergency g to the work or public exists, and without prejudice-to any other right which the owner triayhave under the Contract,take over that portion of the work which has been improperly executed and make 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 C d abandon the work or should be adjudged a bankrupt, or if he should make Contractor shout,,. a general asst - . g gement for the benefit of his creditors, or if a receiver,should be appointed on account ®f y, he should persistently or repeatedly refuse or should fail, except in cases for which extension of time` P s ipso venc or if ,i is provided to supply g properly or proper materials, or if lie should fail torn enoughskilled workmen make prompt payment to subcontractors or for material or labor, or persistent) r, disregard laws, ordinances, or theinstructions 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 , , Y P p ' from the Contractor to the Buret. Upon receipt of such notice such take p suretyshall enter'upon p and , pp an the premises possession of.ill materials tools and appliances thereon for the purpose of corn letii the work ' *included under this contract and employ, by Contract or otherwise, any person or person to finish the work and � . ` provide the rniateri�.ls therefore out termination of the continuing full force and effect of this Contract.. In case of such rwith ansfer 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 clain), for the same or any part. thereof-, In lieu of the foregoing, if the Owner so elects he L ' may to, the employment of the Contractor and take possession of the premises and of all materials, tools, and appliances thereon and finish the work by Y an expedient. Contractor shall not be entitled whatever..method he may deem ex edient In such case the Co °fled to receive y 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, SCHEDULE,S AND 11 ROGRtSS REPORTS Prior to starting the const ,. n,the Contractor shall prepare and submit to the Engineer for review, a progress schedule showin a ructio expected to be s ' g pproxirhately t e dates on which each part or division of the work is xp tarte ' to the Engineer progress schedule shall be brought up to date and submitted . The , �" eer at the finished. ._. +. g ,end of each month or at such other times the Engineer may request, The Contractor shall also forward to th ° `` the delivery status o e Engineer at the end of eacl�i month;..an itemised.report of i'Y f in i Jor and critical items afpurchased equipment and material, including shop . n p and field fabricated work. These progress reports shall indicate the draw�n�s and tl�e status of shop ,. r ;, _ R t date of the purchaseorder, the current percentage of completion, estimated delivery, and p delay, if any. p ause of } If the completion of any part of thework or the delivery of materials is behind thea the contractor shall submit in writing a plan acceptable to the Owner and Engineerfor brinroved �hedule, work up to schedule.'.. ging the The Owner shall have the right to withhold Progress update and..submit tlYe progress schedule and tee se etcihOr the work if the.Contractor fails.to reports as p ed. DELAYS AND EXTENSION OF TIME If the contractor is delayed in the progress of the work b an act Y Y or Neglect of the owner, of the Engineer, or by a separate Contractor employed by the Owner, or by strikes, lockouts bre weather conditions, or unavoidable casualties, the Contractor shall within 48 unusual Dour' tris occurrence,give notice to the Owner of the caL�se of the e.potential dila sof.,�.e s tart of • p y and estimate tare possible seven (7) days after the cause of dela l� E tune extension involved, Within 5e as been...remedied, 4.ontraetor shall give nonce to the Owner of any actual time extension required as a r saltthe aforementioned occurrence, of the No extension of ti will be granted to the contractor for delays occurring� p f the work that ' have no measurablep� � curr�n o arts a impact on the completion of the total work under this contract nor will extension o gr anted ''or delays to parts of work that are not local d fume be r on,the critical'path i Method (G'1VT) is used for scheduling the work, p f the Critical Fath No extension of time will considered b, e, 'for weather,conditions normalto the area in which the work is bein tions if determined by the Engineer to be g Performed, Unusual weather conditions, g of a severity that would stop all progress of the work, may be considered as cause f p n ti or an eXten5lon of Contract com IetY0 iae. t equipment,or material purchased b Delays to delivery of equip P the Contractor - , Onclud�n Owner Y or his subcontractors, g selected equipment) shall not be considered as a just case for dela. . The Cron fi otor shall be fully responsible for the timely ordering, scheduling, , . Y installation of all equipment and materials, �dultng, expediting, delivery, and Within,a reasonable period after the Contractor submits to the Owner extension of time, the l�ngineer will present his written o iniord t written request for n u the � p Owner as to whether a extension of t�ix�e is ust�fted, and �f so, his recommendation an ' extension; The Owner i , y onyme s to the nu of days for time �v Xl make the f n�at�on a nal decision on all requests for efttetsion of tinne, w In no event shill the Contractor be entitled under this Contact to collect or � ve y dela damages, y other than as caused b the Owner, << Y . .doss or expense incurred y - as sty ul ger an d I�,To' ICE �I CL ed b. a p twin Article 72- j 1 I ME A UREMENT A � l�'YD I°A'�'I�II;NT MEASUREMENT Materials and itenras of world which are to be aid for on the P basis of. measurement shallmeasured be in,accordance with the methods stipulated in the particular sections herein covering materials or types r of work. YP PAYMENT Progress payments shall he made once each month, The Contractor will submit to the Agency a partial payment csthnate signed by the Contractor covering the work performed duringthat � Y at period w.: and supported by such data as the Agency mau reasonably require, If payment is required on the basis of materials and equipment not incorporatwd 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 necessaryYco��rections and resubmit the partial paymient es e i Agency, will, within fourteen (14) days after the next regularly'scheduled timate Th Directors pay the Contractor a progress payment meeting of its Board of P g P y on the basis of the approved partial payment estimate, RETAINAGE The Agency will deduct and retain five (5) percent of the amount g Y unt earned for work satisfactorily completed� onl real delivered to the jobsite. In lien of the five(5)percent retainage, provisions or mate may be made as provided in ORS 279 for depositing with the Agency, approved bonds or securities, FINAL PAYMENT P p. fth' , Upon completion o e project, the Agency and Contractor shall conduct a final ins ection. With acceptance of the completed project, the final estimate shall be re ared and a p prep payment made to the Contractor. Any payment,however, final or,otherwise, shall not release the Contractor or his sureties from;an obligations y gations under the Contract Documents or the Performance and]Payment bond, ` RELEASE OF LIE'NI OF CLAIMS °Before the Owner pays the Contractor his final payment for the work, the contractor shall si gn and a release of liens or claims swo,n to under oath and ' duly notarized, The release deliver to the Owner to that the Contractor has ; j satisfied all claims and indebtedness of ever nattite in an. way connected y shall state , - y nnected ulth the work, including (but not limiting t y foregoing) amounts duet he generale of the fore oin all payrolls, o subcontractors, accounts for labor performed and tnatenals furnished incidental `se r � - , tykes h u ubcont �s and judgments. t., I i i CERTIFICATES OF COMPLLA*NCE Prior to the acceptance of the work, the Owner may require a certificatein 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 h ave 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 anginal subcontractor, without prior notice having been submitted to the engineer together with the narnes of all subcontractors; D All claims for material and labor and other service performed in connection with these specifications have been paid. E, All monies due the State Industrial Accident Fund, the State Unemployment Compensation Frust Fund (QRS 279.510), the State Tax Commission (OZ.S 315,575, 316,71.1 and 3 16.714), hos pita ` l associations and/or others, (CICS 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 oras required as noted in other sections of these specifications from dor a minimum period Lance. The Contractor fu ees p the date of final acre ether warrants and g�arant Of one(1)year from the date of final accertance of the system that the completed system is free from atl defects due to faulty materials or workmanship and the Contractor shall promptly matte such •. s ' y �.. corrects as n�a� be necessary b reason of such including damage to oi-��er l y ry y defects including the repairs of any parts of the system resulting from such defects. The Performance bond shall remain in full force and 7, effect through the(1)year minim ULm guarantee period.. ,A 1 GENERAL REQUIREMENTS PROJECT DESCR]PTION; li. 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 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 hien from the responsibility of properly estimating the difficulty and cost of successfully completing the project. LINE-IS AND GRADES The.Aenc will g y make all known information on lines and grades available to the Contractor; 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 play be encountered during construction, he is responsible to secure necessary permission and to restore the area to its original condition The' proposal, . shall be conclusive evidence that the Bidder has investigated and is submission of a satisfied as to the conditions to be encountered during construction of the project. EXISTING UTILITIES AND STRUCTURES The plans showy existing utilities and structures located by a search of known records. The accuracy or completeness i of the existing utilities and structures is not guaranteed. The damage of any existing • utilities or structures not shown on the plans is still the: Contractor's responsibility to repair at no additional cost to.the Agency., i. i NON-AGENCY PROPERTY { of the work may be located on private property. Easements will be obtai Portions x � �. y Agency � for the installation; The Contractor shall obtain all other permits ` p p p and license fres, b the A en ' � and pay any.fees connected therewith Having to do with his construction operations, 4 ' I I, i Y, { Copies p'�es of these easements areavailablefrom the Agency for inspection by the Contractor. The Contractor shall confine,his operations to within the construction area and permanent easement limits, and street right-of-way limits. Any damage to private property, either inside or outside of these :.forementioned limits shall be the responsibility of the Contractor. It is anticipated that all required easements and permits will be obtained before construction begins. aHCowever, should the procurement of any easement or permit be delayed, the Contractor shall schedule his work in such a way that las 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. The Contractor shall be responsible for the rotection f private p p. o p vale property adjacent to the construction. The Contractor shall protect stored materials, cultivated trees and crops, and ail other items located adjacent to the proposed construction. Property Yowners affected by the construction shall be notified 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 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 ION AND RESTORATION The Contractor shall-keep the'construction site clean and orderly at all times. The Contractor will 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 *ll be kept in suchmanner to minimize damage to surrounding pi operty. Any excess excavation material small be promptly hauled away at no additional cost to the Agency, All existing,drainage ditches and culverts shall be reopened and graded and natural drainage restored. Restore culverts broken or damaged to their original condition and location, r Upon completion of backfilling operations, hand-rack and drag all former grassed and planted areas P g from rocks, gravel, clay, or any other foreign material and ready in all leaving ofl disturbed areas free cis rave,, _ . ,. , respects for seeding. The finished surface shall conform to the original surface and shall be i free-draining and free from holes, ruts, rocks, rough spots, or other surface features detrirnerntal to f I a seeded area. Reseed as necessary. .. . STREET AND SIDEWALK"CLEANING i 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 4 m operation. Uit hin fide(5)days after completion of all paving and gravel shoulder resurfacing, remove all direct, mug,rock, gravel, and otherforeign material from the paved surface DUST PkC-VENTIDN During all phases of the work the Contractor shall take precautions to abate dust nuisance by cleaning 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, cortin . PUBLIC SAFETY'_AND CONVENIENCE ACCESS BY GOVERNMENTAL OFFICIALS a Authorized representatives of governmental agencies shall at all tunes have access to the work where i it is`n preparation or progress. Proper facilities for such access and for inspection shall be provided by the Contractor,' TRAFFIC MAINTENANCE ANIS SAFETY The Contractor shall.comply with all rules an.d,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 read, The Contractor shall conduct his operations so as to assure the least possible obstruction to traffic and normal commercial,pursuits. At no time completely blocky 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. i ACCESS FCR.POLICE, FIRE, AND POSTAL SERVICE No st efvt closure or ortion thereof shill be made without first_notifying and recei in a "� ' p fY g ` 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 UFS Postal Service. Mail boxes may be moved to temporary locations as designated by the Postal Service, At completion-of the work in each area; the Co>�itractor shall replace thein in their original +� At the... � l � l .. _.. locations and in a condition satisfactory to the U.S. Postal Service. I INTEw .ENCE WITH 'AJSTINQ FACILITIES ,ER , .. The Contractor shaflllan and execu ' . public to the construction work with minimal interference with existing facilities both public and private. Any costs incurred safeguarding existing facilities shad be included as part of the dontract price. SHUTDOWN OF EXISTING PLANTSYSTE ' 1�S Continuous operation of existing plant facilities is of critical importance. work shall be conducted in such a manner that permits continuous operation of plant systems with minimal interference to normal activities. Any coordination of constniction activities with plan operations shall be done b 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 _ y permit the facility to function as norm as practical during the construction period. It may be nese ssExy t ,� . parts of the construction work outside normalworking hours'in order to avoid undesirable` o do certain . conditions and it shall be the obligation of the Contractor to do this work at such times at no additional,cost to the Agency. Ido not make connections between existing piping and new piping until necessary inspection and tuts � h been completed on the new work and it is found to conforn~�in all respects to the requirements ..ave of the Plans and Specifications OPERATION OF EXISTING SYSTEM PROHMITED At no time,undertake to close off any lines or open valves or take any other action which would affect the oAeration 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 EXIST INCr FACILITIES Where any existin gstructures or facilities which are ' intended to remain are darns ed b the a g demolition or construction, the Contractor shall promptly repair or replace the t Contractor duii� damaged portion or facility at no additional cost to the Agency. Di7\ IAGE TO EXISTING PIPING All damaged irrigation, plant process pipes, and storm and drainage pipe to be repaired by the Contractor, Repair to be consideredincidental to the construction slid the cost thereof shall be included as pa,t of the Contract price. CONT ��tACTO IS RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE In � j areas where the Contractor s operations are adjacent for near a utility and such operations may cause damage which might result in considerable expeiYse; loss, acid inconvenience; the operation shall 1' „ `� protection thereof have been made by the c suspended:until all arrangements necess�,:. for the ..u...,.., Contractor. j at r .operation , the construction The Contractor shall notify all uti12t o�'Ices which maybe affected by a utility 'offices 48 hours in advance. Before exposing any utility, the ti y having jurisdiction shall grant E permission and may oversee the operation, Should service of any utility be,interrupted due to the i 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. An costs shall b y p y be,borne b the Contract ALLOWED USE OF EXISTING F!iQIL,ITI S r ATE 'I"�IV3.PC�RARY'� . { Temporary 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 innormal operation, r 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, a TElV ORAR.y ELECTRIC POWER w211 supply, tem ora ryelectric power at the existing Plant site wherever adequateThe Agens 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 FACIIITIES Tho Contractor shall.provide temporary restroom facilities per codes The Contractor should contain his activities to this:designated area and the immediate construction site. t AGENCY SUPPLIED MATERIALS` supplied materials wil An materials pp ' e available at each individival giant site. ` 1 be read p y All Agency s h Contractor accepts delivery will he replaced or repaired at the Contractors damaged; after the p ry p p expense. All other tnaterials not designated Agency supplied will be supplied by the Contractor. PROGRESS OFWORK fi SEQUENCE OFWORK l 1 ....:.... n. i ..... . r.... _ i j r � I i The Contractor shall pursue the work in an expeditious, systematic manner prior to'commencing construction, the Contractor shall submita construction schedule. The Contractor shall follow this schedule as closely as possible. Ifrequested, 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 a any deviations to the schedule of explanation and intentions to correct such.deviations; p . It may be,necessary to do certain parts of the construction work outside normal working lours 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, 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 During the progress of construction, necessary minor relocations of the work may be expected due- ' to encountering existing structure In such instances, the Agency shall be notified before continuing 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 additional cost to the Agency. Unforeseen obstructions encountered as a result of relocations shall not be subjects for claims for additional compensation by the Contractor to any greater extent than would have been the ease'had the obstructions been encountered along the original location, SHQ'P DRAWINGS 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: 1. Shop drawings and/or catalog information and cuts. 2. Manufacturer's specifications, parts list, suggested spare part list and equipment drawings 3. Wiring:diagrams of systems and equipment. 4. Complete lubrication, maintenance and operating instructions; including initial start-up instructions. 5. Other technical, installation and maintenance data, 0 &M manuals as applicable. x The Contractor will submit a minimum of five(5)t;opies to the architect for approval. One approved " c py .. guested, if,a shop drawing in rejected, one copy showing o will be returned unless otherwise re corrections will be returned to the Contractor, The revYew of such shop drawings s and catalog cups by the engineer shall not relieve the Contractor , i' I. , p from responsibility for correctness of dimensions, fabrication details, and space requirements, or for deviations from the Contract Drawings or Specifications, unless the Contractor has called attention to such deviat om,iin writiing by a letter accompanying the shop drawings and the engineer approves Y i � the change or deviation in writing at the time of submission,nor shall review by the engineer relieve the Contractor horn the responsibility for errors in the shop drawings, C i Th Contractor . The �Cor�t acto agrees that sho drain submittals g p g �tea.s,pxoc�,ssed by.the architect do.not becc�r�e ConDocuments and are not change Orders;that the purpose of the shop drawing review�s to � Contract P p F � � establish:a 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, I. PAS. STT Payment for this section will be included in the contract price, j 4 r r a t r i ' R i 1 l i i I i it SECTION 01005 Statement of :Work Police Department Remodel. and Addition SW-1 DESCRIPTION OF WORT Addition and Remodel of Tigard City Police Department. SW-2 LOCATI ON OF WORK 13125 SW Hall Blvd. Tigard,; Oregon 97223 SW-°3 PRINCIPAL FEATURES Work in general consists of rem ode l tng the existing, onestory brick building and adding addition of 31195 s -V Includes sitemprovements. h, E,-1 dS are 'based as :follows 1 Basis Bic�X� Remodel, new construction and site d mprolwements 2 Alternate Bids: For list of Alternate Bids see either Bid Form or Section 01030, Alternates C,6 Award of contractt is contingent , funds based an 1 g nt upon availability of pl`us ,any' or all alternate }��� amount for Basic. Bid work P City Citi Council for e a toss♦ s as selected by Tigard id item for all work. � total lump sum bid amount SW-4 STATE RE QUIRtMENTS FOR PAY SCALE y The Contractor, is re . required o comply With prevailing wane provis ons of the l ova s--Beacon Act far State Of Oregon, construction per latest edition. Contract Bureau of I,abcir, Wage and Industries, Portland, Oreg . Te ; 299 5720 onlf s 'W— 5 C O1V'TRAC',I` CEAUSES ` s A. i American Tnsttue of Ar chYtecsDOcUment A101 Standard Form of Agreement Between Owner and Contractor, I Brea made a art of these documents and 1o�rerns�work tilon �.s hereby y . . p k, in8afat as the apply• § B Liquidated damages at eart of p his contract at. $Joo.o0 � SEPI 19.9 POLICE .OtPT, ADDITION St �2ET�ODE,L, TIGARD 01005 i i I i a da r SW-6 COOPOINATION AND INSPECTIONS f A. It ls the responsibility of the General contractor, to 1 " coordinate all work with all trades :nd make sure all trades are coordinating with each other thio that . entire project. ughout Bit is also 0 ,,General neral contractsar s responcsa,bility to coordinate all work with avmers en and with anyrepresentative an y other special inspection requirementso` maintain access aria operation of systeme to allow the ay ki o� on Baer .��ner to stay ,�t�. SW- 7 GUA.LRENTEE �.. A. General contractor required to guarantee ee .all work completed under this contract for a minimum period of one P project�' of final .acce Lance c� ro 'ect" unless year from date wis ess I noted other e a.n specifications or documents. ' B• Also provider prior to final payment request g , all special guarantees as shown 'in Periods , indicated. See Section a "1p0p roject manual for p `anties or listing of s ec3al wary SW--8 PAYNmENT A• Partiala P ym+ents` will be Made monthlyas word progresses in a(.-cordance with Article 5 'of the A• I-A. Standard �'r�rzn A101, Standard Form of Agreement Between owne�� and { Contractor, Progress Payments° SW-9 PERMITS, coDES, IREO '7LATIONS AND INSPECTIONSAS 1' It : s res ►ns at to is con' o all Permits, and P . obi y obtain, and pa for p and plan check fees e�tr; y and building 'plate check fe e t ,bua ld nq perm't all inspections,, es, and mare arrangements for aerningcocesand `re k in compliance with g Do all wor gulations. SNDEEcTION ,SEPT 1996 pOLI`CE DEPT ADDITYb1r1 & P I aDE7L, 'I'T.�GARD 1d05 > �a W a �i SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1. Oi SECTION INCLUDES' A. Quality assurance and control of installation. E. References C. Field samples, i D• Inspection and testing laboratory services 1. AT 02 RELED :SECTIONS f $ Not Used w 1. 0 3 IJAL Q ITY ASSURANCE/CONTROL OF INSTALLATION As Moa�itor qualitycontrol aver;..:suppliers l manufacture Products, servaces ureIrs, .site conditions, ' and' workmanship produce work of spedified `quality: to E. Comply lly with manufacturersi nst"uctionseachstcp in sequence , ncludin ; • Should manufacturers' instructions caoDEcuments f l ct WithContr act� turfcation from .Architect En :i.neeir before praceoding. A y D• comply wit' p Y hspecified standards asa minim theTork um quality dor except when more stringent tolerances codes, or specif., ed '�°e ire�nen� ' ' s indicate , . dic _ _ ate . . higher her s precise workmanship, q standards or more E Preform work b Of s P eci ' Y,.pers ons qualified to produce It',,)r,kmanshi ' pied quality`° 7 E Secure Products in place with positive ahohor i . t° withstand -stressesag'' devices des?, ned and sued v physical da.stOtt dh Or disfigurement ration, f �.. �4 REFEP.ENCE� Oonform to reEe,rPnce ztandar�, by d�.te of issue c :: _ date spoof u ed in pro ulcrerit on ct c��y.. � eS�''� onS d � p once ! B• ' Should s e ' '' �lYled refer'.. standa�r�s corr:�liet wit: , h 8EP �OLICE DEPT ADbITION ''& RFNiODEL TSG ARD 014 0 0 .� l�g� p y i 1 i r : C , t ^ I j l! Contract Documents, request clarification for Architect/Engineer bef ore proceeding. tioreshi of the parties �;.o the . The contractual reZa p � uments ct t be altered from the Contract Do e Contra shah. rio by mention or inference otherwise in any reference document 1.05 FIELD SAMPLES p �be as required by A. Install field samples at the s for review. individual specifications Sections B. Accep' able samples represent a quality level for the work.. . 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 Owner will appoirLt, employ, and pay for services of an independent firm to preformnsp,ecton and testing. + B. The independent firm will perform inspect vices specified in individual ions, tests, and s , on other , serpecificati Sections and as required by the Architect/Engineer and/or owner,P ' the Inde endent firm 'to the Cw Reports ,, be submittedby P Owner and Architect/Engineer, in duplicate, indicating observations and results of tests and indicating compliance or none-compliance with, Contract Documents. en ts. I7r GoOperat�e with independent firm; furnish samples of uiment, tools, storage and materials, design miX, eq p a'ssistar co as reque8tedis 1 Notify Architect/Engineer and independent firm 24 hours prior to expected time for operations requiring services 2 make arran eme�ts with independent firm and pay for g ' additional samples and tests required for Contractor's use testing required because on not'-conformance to E. specified q if ied re uiren p gents shall be performed b the same I independent firm on !, stru�c�.ions byWill► the 1 be ' / ht for retesting Architect n sneer g to the ContraCharged e,C or by deducting) inspection or testinCj; charges from thcontract Sum/Price SEPT 19 9 Fi7I�ICE DEPT ADDITION & RENIOMj: TICAI b 01,400 _ 2 ;`, e, i. '1 r FART 2 PRODUCTS Not', Used FART 3 EXECUTION Not Used END SECTION , gg =F G a { y i. SEPT 1.996 ',PC�LZG I pT A I IT:S4N Li I. i j ON 0 '500 S�',CTI 'a CONSTRUCTION FACILITIES ANIS TEMPORARY CONTROLS PART 1 ERERA L ; 1.01 SECTION INCLUDES Aw Temporary Utilities: Electricity, l,igh ' ing, telephone service, wa exl and sanitary facilities. , U. cranes'Temporary Controls: , and :scaffolding, , is; Pa.rriers , cr of the ori enclosures and fencing, protection � , and water Control. C. Construction Facilitiese Access roads,' parking, progress cleaning, project signage, and temporary buildings. D4 Owner furnished additional building insurance., 1602, RELATED SECTIONS Not Used i 1.03 TEMPORARY ELECTRICITY f As g Owner's' power ser rice. Power consumption sxi ° Connect to existing p all' notdisrupt Owner's need for continuous service. E Provide temporary electric, feeder fromex isting building electrical ser�rice at cycatxan directed by Ocaner. pother consumption shall not ' disrupt Owners need for continuous serviced C. Owner will .pay cost of energy used Exercise measures to conserve energy. O provide power outlets for constructionoperations. Provide flexi �ble power coeds as required. E.' Permanent conrenaence receptacles may not be utilized ., V w during nst-t"dti,on. , 1.04 ORA Y, LIOIMN'G f r A: Provide and maintain` inndandescent lighting for �: ` L • + constructor n o erat ons g g p to a.c�i�.e`�e a /s ft ® a, ma.ni�i�i�n li ht ' e 1 of 2 watt J. d erre g rec�u � by QSIHA, SEPT 19 9 6 POL:IOE DPT AD� E1MO' EL ' TI '01500 , �. OITIOrt & R.. . , , _ �. .. GARD 0�5 0 0 �- �. ` a 1 +a 1. I y 1, iA i B. : Provide and maintain 1 watt/,sq ft l tghtinstaring and ste aleae after : dark 9 to exterior purposes. for security Provide and maintain ,0.25 watt/eq ft H.I.D. li �. .. interior work areas after dark For security, ghting is �' purposes. .. Provide ,branch wiring from Power source to boxes with lighting conductors distribution required. o ld lamps as o ,plgta�.ls an E• Maintain lighting and provide routin e repairs. Fe �, y cons�nent building light�.n may be utilized � ' P g d�,1�"�.n ruction. bulbs to -be ;re laced with new unit at final construction review. 1.05 TEMPORAT Y l E AT A. Existing f ac ilities shall be used; and must be kept operational throughout the winter months. Pa,].a1 1B. r' to oxjerat .on of permanent equipment heatin �, f or temporary n Baur osesq, meet is is approved for operation,' equip t Z bre Cstalla�tio Place. ' Provide and pay for ope at on,an aMena lfilts are in regular p nce, and re lacement of rs and pard. worn warn or consumed 1-i06 TEMPORARY' VENTILATION Vehtilate enclosed areas to assist cure Of mater dissipate humidity1 and _to prevent accumulation materials,, to fumes,l' vapors, or gases. Eistira euipmenb will dust, used during Construction. 1 not b I oil TELEPHONE SERVZOE A. Provide, maintain and par for telephone service to office' at ,time a€ project mobilization. field' f 1. 0 8 TEMPORARY WA � TER SERVICE. � A. Codi to existing water sa i nec urce vpexlataons. for coh8ttuctioh B Owner will pair cost of wcAter used Eexlcse conserve water. measures to SEPT 13 + POLICE SEPT AnDITON & MODEL TZG�R7 i j C. Extend branch piping with outlets locate& so water is available by hoses with threaded connections Provide empd rar y p�.pe;., insulation ion' to prevent freezinge 1.Q9 TEMPORARY SANITARY FACILIT'IE& A. Provide and maintain required facilities' 'an enclosures. Exist,ing facilities shall not be used. E. provide portable sanitary units in numbers as required by OSHA, eto, and maintain tkroaaghout project construction period. 1010 BARRIER Provide barriers to revent unauthorized A. p rued entry to construction areas, to allow for owner°s use of side, and to protect existing facilities and adjacent properties from damage from construct ion ' operations and demolition. E3. Provide barricades and covered Walkways q p lk�. y p ode:. required. g y a 'red for public ri hts-of�-wa and f rar pubOSHA access to existing building affected by construction. C. ovide pr.otect on for plant life de Pr p ignated to remain. Replace damaged plant life. � D. protect non-owned vehicular traffic, stored materials, site and structures from damage.. 1.11 FENCING Constructions At contractor's option, in commercial grade chain link fence B. p' temporary high fence � around' st� ire site- equip sect tem orae. .. Contractor can provide, and e g qu p with vehicular and pedestrian gates wi_h locks as desired. C. Area to be rec paired to aceptanco condition after completion of p�o7ect. .01 2 WATER, 'CONTROL A� Grade construction site to drain. Maintain excavations p la; free of water: umping iProvide, operate,' and maintain- ng equlpment B'a Puddling r om , g ter. P'rovift ]Protect site f� or rennin wa water, `barriers as reqs.ired to protect site from soil a erosicn, , SEPT ­996l POLICE DEPTAbbITION MMoUEIr, TIGA t� 0150'0 �- 3 I i 1. 1.1EXTERIOR ,ENCLOSURES r A. Provide temporary insulated weather--tight closure of r C exterior openings to accommodate acceptable working � A conditions and protection for Products, to allo'w for maintenance of working temperatures and to prevent entry of unauthorized persons ' Provide access doors,, 'with ' self-'closing hardware and locks I. Contractor shall be totally responsible for any and all water, dust, etc. damage caused to existing`building and he will repair,^ repl:ace e•t'c. ell damaged' surfaces to the satisfaction of!' the Architect and Owner. u 2. Existing equipment to be reused and relocated will be `µ mov �reathei tz htness of total structure e only after notifying the Owner when �.s , 4 pW g acture' (new and existing) completed and, temperatures are' modera.te 1.14 IXTERIOR ENC'LOSURES Ail Provide temporary partitions and ceilings as required to separate aark areas from Owner occupied areae, to prevent' penetration of dust and moisture into Owner' occupied areas and to p g materials sand. equipment, prevent damage to exista�n 1. Contractor shall be totally responsible for any and all ,..... water, dust, etc. dama g e caused to egisting building and he I repair, replace', w�.11 re air etc a.11 damaged surfaces to the satisfaction of the Architect and Owner. 1. 15 PROTECTION OF INSTALLED WORD A7 Pr 'installed . ov`ide special protection wheres e�ified Work..,.and p P in, individual specification Sections Provide, temporary p ary and removable protection for installed products. Control activity in immedia,te work area to minimize damage. C Provide protective coverings at+ wal.le projections, jambe, sills, and soffits Of openings: ; o. . traf f finished dirtwearfloors, stairs and other surfaces -from ' _cte b: '` ` r with durable sheet movementdamage , it Or of heaVY t ob 'e , protecta.n g mater .als. E. Prohibit traffic or tstorage upon waterproofed or roofed turf' I��r�ffzc or activity necessar , fain tt �.s eco _i p Y ,ob >rmda t or, rotection from waterproofing or roofing matetial. manufacturer: SEPTI i956 PoLICE DEPT ADDITION ,& REMODELTIGARD 015b�' � 4 it ✓y 3 F. Prohibit traffic from landscaped areas. 1.16 SECURITY A. Provide security ;and facilities to protect Work, and. existing I facilities, and " Owner's operations from unauthorized entry p vandalism, or theft. B. Coordinate with Owner's security program. 1.17 ACCESS ROADS , A. Construct and maintain temporary roads 'access ng ,'publ.ic . thoroughfares, to' serve constr�a.ction- area as agreed. with Owner at preconstruction meeting. Provide and ma. ntain access to -fire hydrants, free of obstructions. C. Provide means of removing mud from veha.cl.e wheels before entering streets or existing parking lute, . Omer designated e�astangon-, .sate roads can be used for construction traffic with written approvals I Y 1.18 PARKING f i Am Wh en site ,. space is not adequate, provide additional ofd'-site parking. E i B. Only use Orner designated g parking spaces for the employees, etc. ' as indicated. ' 1.19 PROGRESS CLEANING A. Maintain areas free of waste materials debt�. rubbish. Maintain site ire a clean and or s, and deny Bond tion. Remove debris � h from pipe Chases sa plenums, V I � attics crawls spaces -an'r�:bba.s I? , and other closed or remote spaces, Ptior to enclosing the 'space. C Broom and vacuum clean lnt__ „ i g; and continues Gear �r nor to start cif stixface f�.na.sh ri lean .ng to ela:manate dust. +. � . ]� materials debris, and ah from site Remove waste ma ' � . tubba. g Co- provide rigid a.dtaa.ner of a.doquato s x.20- c nd ty Weekly ani' ' ho dispose off-site. 'f . C) PROL'ECT IDEN,TTFTG`AT=ON L` E, PCILXGE DEP" EPS' 19� 96 I; I' ADDITION St REMC1DFL01504? E t, w , A. provide 8 w xl 6 h foot project sign of exterior grade plywood and wood frame construction, painted, with a exhibi �.ettering by professional sign painter ® Architect/Engineer's design and color. -- E. List title of project, names of Owner, City officials-, ' �. Architect/Engineer, professional sub-consultants, ,�- Contractor, and ,major Subcontraotoxs C. Erect on site at location established by 1, �:. Architect/Engineer. � D No other signs are allowed p ; g d without Owner ermission r g y law. :except those required b 1.21 FIELD 'OFFICES AND SHEDS A. office: Weather-tight' with 'Lighting, electrical outlets, ' heating, cooling and :venta.l sting eqmen p t, and equipped ui with sturdy furniture. BeProvides ace for project meeting! , with table and chairs to accommodate a ',minimum of six (6) persons. J I Arrange location of offices and sheds with Owner Get preconstruction conference REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS Y temporary above grade or buried A. Remotie utilities, P 8 .. to Substantial ,:... equipment, facilities, materials prior 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 existing facilities used during construction to X ori`g inal� condtion NRestore penmanent fadi,14ties Used. s during construction, to specified condition. e I ..23 OWNtW S CONTINUED V8E of EXISTING BUILDING event`. hinder e g A. Contractor w�:ll not pr , , etc, use of,' exst, n buildl+ in' and faciI It'es by OW er g E]PT 1.996 PO LICE DEFT ADD ZTZO� �' RE T�ODEL; TIIGARL"3 01500 6 r I I,. *'p l. Temporary vacancies ' of des ignated areas will Permitted b be `' a y prior ar�:ax�gement with owner (writte approval) indicating location n usage, assumed condition of �a �eriod of time of complete, Owner's a after ,work, is property necessary : to be removed. and h whose, auttaorit . y 1.24 MATER RIAL LOADING O EXX''STING ROOF AREAS A. " Uniform concentrated , loading of exs construction materials is - tang roof areas with p >ohs lbitedxcept f Or: Y. Hardware storage in smell containers. 2• Prior written'' a' specific items, pprval by Architect/Engineer for a• Contractor to furnish weights and 'loads superimPosea on roof surfaces . tc be x..2.5 OWNER' temporarily. URANCE (ADDITION'S TO �'R'ESEIJT COV _ERAGE s INS A. Owner will purchase additional- be cover new, constr cessary insurance to uctYon and as follows k include fire r .ns a, re insurance for Covera e to st tal:led new material on site.. Dred or 2 protection o newf staff and atter Persons mons workingbelow COn struction a.area. 1.26 "1 BANES o HOISTS SCAFFOLDING, ETA. • Contractor ftp etc to com 1 taste necessary cranes, hoists, scaffold p work in accordance 'With all Applicable pettinen codes, ordinances re .p e r uato g ns of OSHA, etc PAR. 2 PRoDUCT8 Not Used PART 3 EXECU'T'ION Not Used END of SECT-16b u S13 PT 15 PO LICE ,DEPTADDITTDN' & RENTODEt, TIGARD 01500, { I f „a r, SECTION 01532 TREE AND PLANT PROTECTION ' a PART 1 CENRFAL 1. 01 DESCRIPTION: ' This Section covers. the rotect�on of :protection existing pants and ' trees scheduled to remain as indicated on the Contract Drawings as specif iedi hereinG PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3. 01 IJ St".L CT1ON i On-site inspection of plants and trees shall be conducted with tnr. Landscape Architect , �, prior to the start of construction, 3 .02 MARKING s ', Plants,rotected.rked within the project area shall remain and be p . 3 .A3 ABOVE GRAD E PROTECTION , Temporary . A. barricades or guard grails shall be provided where rec red to rotect lant . P � p gs amid trees, which are to remaa.n,: from above rade damage. B Avoid damage 'to tree trunk limbs and branches. Notify Landscape Architect before cutting any limll�sor ]branches over 211 dia« to allow for new above grade construction a 3. 04 ROOT SYSTEM ROTI CTION Ao Construction materials, debris or excavated materials shall riot be etored _within 3011 Of tree trunks Vehicular Gon.�truct i o,n traffic and g 1�. j. r parkin shall not be permitted with .n 30' of tree trunk8 } C. Foot Taff c shall be restricted in order to prevent excesslve compaction of soil vel root systems �. Root systems shall be protected from damage due to s ills �' bion caused by runoff ,a noxious' materlib is in golu ateiae ciringtori e or p g g placement of construction ls» SEPT 1c�LxCt SEPT DDITIaiv RENio� Ti v 01532 .s a a a I E. Root systems' shall be protected from flooding or soil` t erosion. ` f 3.05 EXCAVATION AROUND `FREES Where trenching for utilities is required within 301, of tree trunks, tunneling over of under roo',s shall b�� reformed' b h p y and digging. `` ,, g Main l g g ateral ,roots or t��a. ; roots shall not be cut; 'however, smaller roots less than 4i1 dia. whichinterfere iwith the installation of new work W shall be cut" Roots shall be cut with sharia pruning instruments.anstru Roves shall not be broken or chQpped. B. To , ►inimize root damage in areas where new construction is °required within 301 of tree trunk, root systems shall be 'hand excavated. A narrow tine spading fork shall be u sore to expose possible. If large, main n lateral roots encountered root �' m .�e o cep s shall:.. be exposed beyond .excavation limits as required to blend and shall be relocated without breaking. ; C If encountered immediately adjacent to the location of and relocation is not practical, root new construction s shall be cut at a maximum distance of three inches back s n from new co , traction. ,... Da Exposed roots shall' not be allowed to dory out before permanent be backfill zs placed. '' Temporary earth cover shall providedy roots shall e : edwi th peat mossand wrapped with burlap. Roots shall watered and maintainesuppor•tedd and protected .N __ in mol8t .con.d.iti.on and shall be temporarily p .ted from damage until they are permanently relocated and covered with backfill. Branches shall be pruned E. -� horts.cu�.turaY l practice to balax���e�corda�.oe with good. p ned in a caused to ss to root system by damage or cutting of root system. 3. 06 REPAIR AND REPLACEMENT er protect Any damages to trees resulting from insuffic .ent or '�m A. p p a.om steal � g p r tree shall be basedhonOthe contract s expense.. ; Dama es cross sectional area and dollar ' f figures set by the Inter national Shade Tree conference. .. p teas and other .s`urf All landscaped ' a, ace improvements u actor shall be restored as nearly p s r of n the Conti .+ `.. damage, by the actions and/6r' om ons ly as posSibI6 to the ori ina ND tore expense Vi.µ. cn i and ,shall be at th e �.cr � . ion EOF SECTION ntrac ,,. SEPT i956 , PODEPT ADDITION REMODI;�,y TldARD` 01532 - 2 E IJ i i r' 1> i v:.r. SECTION 01700 CONTR,7kCT CLOSEOUT PART 1 GENERAL : ' 1.01 SECTION INCLUDES A. Closeoutro p cedures e B Final: cleanznq, C. , Adjusting- D. djusting.D. 'Project record documents E. Operation and maintenance data. "`. Wax ranties. G. Spare parts and maintenande materials. 1 0� RELATED SECTIONS w Al. Section /01500 Construction Facilities and Temporary R ' controls: Progress cleaning. F 1 0 CLOSEOUT PROCEDURES A. ' Submit written certification that Contract D6duments have been revielwed Wor , has been inspected, and that Mork .1s completes, in accordance with. Contract Documents and reader for Archy ect/Engineer's inspect on 2 BeProvide submittals _ / .g r that are required b raverna:n ,to Arch.x.t�ect ]fin ince,. y r other authorities C Submit`. final: Applications for 'ayrient iclentfyYng total adjusted Contract Sum previous payments, and sum r�airiing due. re -1. 04 FINAL CLEANING An Execute final Cleaning prior to final inspcti:on Clean interior and exterior 'glass and surfaces exposed to 3 Labels stains and foreign V'eW reMov s e temporary ,, eta s surfaces,. . 14; I ,sucutxm,�car e►ted1 ash transparent ..and low p and soft surfaces a Clean ''eq uipment and :fixtures to a. ;sanity C" y coa�c�iton Cle 95 POLICE .DEPZ ADI SEP DT DEL TIGARD 0,17 0- - 1 L , z i� _. ..,...._. .....,.. . a ...., ... , . .. ....:.. . ..... :::.,:; '1 x i p D. Replace filters of operating 'equ'ipment. E. Clean debr s from' roofs, gutters, downspouts, and � drainage Systeme. F. Clean site; sweep paved areas, rake clean landscaped surfaces G. Remove waste and surplus materials, rubbish, and construc,tion facilities from the site. , 1.05 ADJUSTING A. Adjust operating Products and equipment to ensure smooth 1...;.,, : and unhindered o enation, K �..�6 PROJECT RECORD DOCUMENTS A,. Maintain on: site, one set' of the following record documents; record actual revisions to the work: .. Contract DrawingsSe ` ( pa.a Mylars) . 2. Specifications. 3. Addenda: 4. Change 0-cders and other Moda,yieations to the Contract. Yeo d' 5. Reviewed s p ravings, product data, and samples; .3 Store Record Documents separate from documents used for constructions C. Record in.v thftie Ya Myconcurrent construction progress D 5 ccif cation p s: Legibly mark and record at each. Product section description of actual Products installed,; including the ,following: f 1. Manufacturer s name and. product model and ` number 2. Product Substitutions or alternates utilized. 3. Changes made b Addenda and Modifications. Y ions } E Reco. �d Documents �,c! Skop Drawings! �,egibly dark each i item to reccard ac 1construction ncludin ..`a � 1. Measured' depths of foundations relatiom to S:yiPT x.956POLICE DtPT ADDI`T'ION & REMODEL, .1 CARD 01700 5 r' ;i N;( i finish main floor datum. 2 measured ur ed ho ri ntal a d vertical locations ,: of underground utilities 'and appurtenances., ,, referenced to permanent surface improvements. 3» Measured locat?'ons of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the `Wor k. 4. Field ' chan es o °` ° g _ t, dimension and detail. 5. Details not on original Contract Dra �' g w ings F. Delete Arch tect/Engineer seal from all document's. V» Submit documents to Architect/Engineer with claim, for final' Applicationpplicaton for' Payment. 1.07OPERA` ION AND MAINTENANCE DATA A. Submit two (2) seta 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. Prepare binder covers with printed title 11OPmATION AND MAINTENANCE INSTRUC'T'IONS", title of project,: and subject muter of binder when multiple binders are required° C» Internally subdivide the binder contents with' permanent page dividers, logically organized as described below j ;with tab titling clearly printed under reinforced laminated plastic tabs. 1D» OOhtents': Prepare a Table of Contents for each volume, with each Product or system descriptA.un identified, type on 2 4 pound 'white paper Eo Part 1: Director Y, lis-ting names, addresses`, and telephone numbers of + Arc�xitect/Engineer; Contractor, 'Subcontractors,, and mayor equipment suppliers: p P .. . .. arranged, �'� Part 2: Operation and maintenance instruction b system, ,or divided by zpecification section» For each catewornd sub .. a.dent �.f . Y , ddresses;_. and telephone numbers of Subcontractor.s emd s11 uppliers. Identify the following; 0 Significant design r�riteria e p List of' equi vent e SEPT 1556, POLICE DEPT ADDIT:I QJ! &' REMOI)tL TZCARD 01100 � 3 4 I I 44� 3. Parts list for each component. �+ : 4. Operating 'instruct ions. 50 Ma' ... a.ntenance instructions for -equipment :and systems. 6. Maintenance instructions' for special finishes, including recommended cleaning methods and,,, M.. materials and special precautions identifying detrimental agents. ' G. , Part 3. Project documents and certificates including g th4 following; is hop drawings and product data° 1� 2. Air and water balance reports I + 3. Certificates. k_ 4. Photocopies of warranties and bonds. H. Submit one copy of compleaced volumes in final form 15 days prior, to final: in: This copy will be r returned after final inspection . with Architect/Engineer content of doc q comments. Revise cont documentsas required prion to final submittal, I. Submit final volumes revised within teen days after f final. inspcctidn 3.°0& WARRANTIES i I M.. A. Provide duplicate notarized copies. I 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. P ~ pp ynent O. Submit 'Prior to final1e A' licat,:�on for Pa F; For items of Work delayed beyond date of Substantial' Com l etion, provide updated s ' ubmittal within ten. days .. p after acceptance; listing date of acceptance as start of i warranty period. SEAT V99'E�. paLICE bEPT "AbbITION & REM 7DFL` '700 i T.IdARb 0 3 0 0 4 f" I i I r' a I. i F� i i j :1. 09 a7.lc i pp ARS PARTS AND MAINTENANCE, TERIALS i C A. Provide products, spare , paras, maintenance and extra q p materials in quantities Specified in's individual specification Sections B. Deliver toand place in location as directed; 'obtain receipt prior to final payment. PART 2 PRODUCTS Not used FART 3 EXECUTION Not used �;. END OF SECTION 4 r r SEPI, 1996 POLICE , DEFT AI7'UlTI0r1 & REMODEL,,- 'TI AFib 01700 - 5 r a i l a. i it i SECTION 02072 MINOR DEMOLITION P09 REMODELING PART 1 GENERAL 1 .01 WORKINCLUDED A. Remove designated,at ed building compcanents, equipment and fixtures B. Remove designated partitions and components. C. Cap and identify utilities to be eliminated or modified ` i D. ' Clean up and Preparation foa ! , renovation and new construction. y 1 .02 RELATED WORK A. AIA General Conditions ' D. Section 0:150;0 -- Construction facilities and temporary emporary C. Section 06001 - Carpentry Work IIS Y 1 0 3 SUBMITTALS A Sub ml t demol i tion and removal Procedures and schedule. 1 . 04 MISTING CONDITION ' A.: Conduct demolition to mi,jlimj.,ze interference with ad jacernt q ° 't protected egress and access at ' allbuil t�;mes �eas. Mai.ntal I Provide, erOCtj an � security devises. d maintain temporary barriers and: C� ContraCtoxs hereby notzfied during demolition he should take precautions as necessary to_ ontractor erg., y protect; staff and c personnel, etc. PARS' 2 P�ODT1CTs Not used I I' PARC 31 EXECUTION SUPT 1996 POLICE DEPT ADDITION it EMODEL TZ CAD 02072- 1 I d 1, n.. j t t { 1 3 01 PREPARATION' G. c i � . Erect and maintain weatherproof closures for exterior openings D. Protect existingitems which are not indicated, to be i altered. C Disconnect, remove, and cap designated utility 'services r within demolition areas !w D. Mark location, of disconnected utilities. Identify and , indicate capping locations on Project Record Documents. EXECUTION A' derly and careful manner; Protect ' support e istin Demolish �.n an or � ln gstructural ,members and ad aCent wall mater .als 7 13. Except where noted', otherwise, immediately remove demolished materials from site. C» Remove and prompt]y, dispose of contaminated,' vermin ! infested, or dangerous materials encountered, D - Do mote burn or bur materials on site y M E. Remove demolished materials from site as Work progresses, Uponcompletion of work, leave areas of work in clean condition. END OF SET�QN' x SEPT 1996 D 7'IGARD 02072 DI�'rONN�O E F'aI�ICb' DEPS" �.,�'' D r , 1` M i i SECTION 02200 EARTAWORI PART lGENERAL 1.01 DESCRIPTION . A e GENERAL REQUIREMENTS S RENENTS Drawings and general provisionsof the Contracts including Gener l l and o ercontions and Division �. •- General Rs sections, apply to the work specified in this Section. B:4 WO:RK IN OTHER SECTIONS 1 Survey for buildinglines 1 nes an d elevations covered in A Section 01005. 2. Soil compaction testingf covered in Section 014001,3. Foundation investigation report covered under �j Section 02200.1 Site preparation covered under Section 02200 drain . _ _ - g , a.on� 5 Backfill material and backfillin at foundat. g piping covered under Section 02223;other X11 ' herein.building and structure backfill. Cov�-ted including Topsoilmixingand finish grading of landscape areas, , c �.n g ^, covered under Section 0222.3. 7e Vapor barrier under irate rior >slabs on grade covered under Section 03301. s 1002 QUALI'T'Y ASSORANcE SOILS COMPACTION PESTS, GB r 11,ERAL, ' 1. Covered hereinafter t Should compaction after �. t actiohgs SectosY 2. ' p n of fills t placee under the Cant'• p ' j �"► P Contract no meet s ec:a.f iedremrzt,:�... r c to am aet 3 ' O `iassure nal teS Contract ,Doc ents compliance w�,t�i �rn p y . . �. x�t casts for re tes�in c6aft sts wYll� be aid b Cwne g, P lls shall be aid for as sti Mated �.n tha..` Genera Ing after re ec In com acted fi p �' 1 and Supplementaty Conditir�ns as a l ca it Pp e. B 4 INSPECTIONS S TESTS SEP'TC x.596 POLICE DEP' ' ADD22'ZfJN & REMCl3Et! 022 T300 , ,I i Special inspector, after each fi1'1 work lift is completed, will make not less than one compaction test for each 5000 sq•ft• of fill area under asphaltic concrete paved road and parking areas, and'for each i 0o0 sq.ft. of Portland cement concrete paved slabs andwalks all to assure compliance,:with specif ied density•: , C. ELEVATION TOLERANCES 1• 3ouC112 Trade. Shape soil and aggregate to plus or minus 2 inches above or below the indicated elevations. • ,ntsh radeh�ape so .l end aggregate re ate A � to plus or minus x inch above car below indicated elevations. 3• Aqmate Baste -tQ1 Ooncxgte Shapep ,to 0f aggregate to plus z inch above or minus 1 Inch below the indicated elevation. 1,03 J09 CONDITIONS A.. GENERA, Limit work to a uthor�.�ed are Areas withi limit. n' Owner as property D o DUST CONTROL roduc�.n p g Provide sprinkling of dust soil : to prevent damage Or nuisance' to adjacent property and persons C• MO'T'EICTION 1• General. , Earr carie open excavations and provide warning lighrents form dusk to dawn each day.. /�/ 2• Defece bell h r carefully,maintain a meets Locate and Y all bench ma' nd mQn�a rksd mo nume nts, an dotherrefereece points and, if d�iisturbed odestroyed, replace as directed at no cast to owner 3. , i.from i hies on or adjacent to site frem damn e caused�'rgtect alldubta.lt y he work andrepair any damage thereto, iat no cost to Owner a in manner approved by eervng tTta.lty ` D. UM,-1T PPICEs NOT USED 10 04 ALTERNATES See : Section 01030 dor alternate bid items afectin wok in this Section SEPT, 9 9 6 POLICE AEFT ADDI TION t RENObtt- TIGAkb 200 02 2 ry„ f : i. 1. �a i 1 Y PART 2 PRODUCTS 2»01 MATERIALS A. BACKFILL,, MATERIAL FOR GENERAL SITE CUT & FILL WORK For, site grading' outside building and paving, lines, Y ./ obtain approved moisture controlled fill material frog on--site excavation work which is approved for re--use as general site fill as 'determined by, Architect or Testing Agency. B. FILL MATERIAL FOR FILLS UNDER FOOTINGS & ]BUILDING SLABS & FILLS UNDER ASPHALT & CONCRETE PAVING 1» in general, obtain approved moisture controlled fill ,material from on--sj to excavation work, approved dor use as fill as determined by Architect or Testing Agency. 2. Should additional fill material be required, furnish material' consisting of well 'grade'd, clean,- nonfrost susceptible granular crushed rack, course , g river-tun sand and ravel free of debris, 'sand, , and organic material and which contains nonplastic not more than 5% passing No. sieve o ravel, or rock fra encs s faximumines �size f 200ha11 be NI g �m limited to six (6) inch:, size, except limited to one e , i and one-half (1, 2� xnck� size for cop 2 inches of fill. Cost' for additional' fill material shall be i eluded Ah .he Base B.id, except. as;. .specified in... Paragraphs, 3.01B.2 and 3.03B.2 below'. C. GRANULAR BASE MATERIAL UNDER BUILDING SLABS Furnish granular base material con8isting of well graded, GGG clean washed river-run sand and nonfrost > susepta.b . gravel orcrushed 'rock. No aggregate larger than 2 inch in any diliiensioh ' Not more then :5% passing In number, 20.0 siege. • ,. D. BUILDING & ST�tUCZURE BACKFILL, 1� Backfill materials ,and` backfillin at fourtdation drainage piping cowered under Section 02710, all aldin. g and structure, backfill at locations nothu containing foundation da�napi" ng dovetdd .. ed earth as 2'm genera , previous ly excava C. specified above Para rah � o1A; for dom acted p p,.. i p backfills not supporti riq exterior slabs or paving; SEPT 1956 POLICE DEPT' ADDITION RENlOD ELy 1IGARD 02200 3 Z 4 at backfills under subsequent pa%.ed areas use '. approved granular fill as specified above, Paragraph 2. 01E, for compacted backfills. E. UTILITY LINE EE Di7ING AGGR]EG.ATE Furnish consisting of clean washed course; sand with 0% retained on ,1/4 inch sieve, or, 1/4 inch washed pea gravel with 0% retained on 3/8 inch sieve F. FILLMATERIAL FAR EXCESS EXCAVATION ' Under footings and building ,sl,abs, furnish concrete as r specified eci led under Sect�zon 03300, 0 r an approved granular structural fill material as- s ecified above, Paragraph 2,01B. : r PART 3 EXECUTION 3 011 SITE ORA.DING AV SITE CTJT' & FILL WOR.K 1. After clearing and grubbing` is completed as spiecified 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. 2.1 iso notcu. and fill work in freezing weather or ' t ovi-.r snow nor i during weather detrimental to fill work as determined by Ar 'h user no frozen mait.erial in fills. 3 Rexgdve large' boulders and any, other debris enc;ountered d wring site grading work offsite, bottld ere less than two-ma n size, may, be used in site' providedf 1611 tops thereof are at least 18 inches below finishgrade, outside bu ld n lines. 4. Re--use suitable planting area and goneral' s ite area fill material at locations on site as directed i Place Plant, c` areaand general site fills in e looser yinches p�la ere not exceeda:ng 8 "� and com ���act i each layer to densities hereinafter spec .f ied Re-us sup table un 5 and paving b3jckf derslab, material obtained iform site cut and fill work, which is approved by Soils Engineer for said. rem use; placement of said material shall conform to i '.. .: : .' ~ placement re ure�rient 3r ' Backfalln St c s of • . .Art- le ' . o l ile an r p � g �G_ .� 0 p � audit lona materia. �. pp or re use as building backfill, b spgse approved, f areas wh�cheisaa , 'nat s obtained : site rF kf�. of unsuitable 1.so 1 macl.a�s�.fQed as�tof so�,ls�to loico , P j a taxon off sit e as selected bar Contractor, at SEPT 1996 POLICE DEPT ADbITIoN & AEMUT9EL TlclzAgbi 02200 4r �x � 7. i r Contractor°s epens ; confor for deo m to local regulations ��.tzng fill .material on property 60 All cut and fill sl p y o f othe slopes for rs, uniforml dressefi t the slo paved areas shall be alignment- _�' as .pe® dross-se y • ctzon and , required to ass��re , positive drainage. B. COMPACTION OE StTBGRADE 1° After cut work � nd pric+ other work _in areas withinpaving,, placing any fiUs or and slab .roes P ving and exterior ,walk loaned dump thoroughly `pro'of, r by use o t � true °� accomplish r similar, a 'u. roll f a z � me n . at least �o• p t� compact t �aensit ys ASTM 8698, fa�rOthe to Six xixnum dry e standard ma the subgrade and 2. per soil engineer ',r inches of x All soft/wetp �6, areas observed `d e u process. shall b rgnguz©�ent..s roe a removed to firm pact1en ` estored with ground and the material Compacted clean,com acte meetin 2oO1 .2 above. requirements �bgranular of s� Addit' cost paragraph these unsuitable materials or removal of replacement ba,c.kfill and for importing new i.ncludi;ngplacement and mates: al where directed ,, ' by a reclarl compaction shall be mace unit y and change order based upon t price stipulated in the Bid Ter the removal d/Tender Form f an replacement o£ said mat or � measured by he 5ozls ,En material as �. The Gom.�acton procedure ure shall be observed b {{i galif,led Engic�er selecsted' _ y I evaluate the subgrade by the Owner to effecta.ven�.s performance d to evaluate of theprocedure, the �, • J ments in .the .. and to Ariake ust ictatQ. Procedure as field ld ccndito` � ns C. COMPACTION Off' PILLS 1 compact ct ill f Ills, in loose layers not h p y and l:'Proved exceeding � zn de Inc �aterzal with a tom actz _ to = th r n attain the following tom � devices ° - -.. • f paction Por �=f�.Q.' co]hesIon type soils: Jo°s f Ina 3. dr manl�lluT►`i o y denszt D1551, y as determined by ASTM y 2 ©or oohe ion less type soils 85% _. ,. 1 F f relative density as deform' xnnz�nuim zned b r is 0450 y AS rlq i minimum ofY�� nd �xener� �;�. = c be f �:.� 8 o bar :AS' jp155? imum dry density as determined Tes 20, Test Vieth+ad as determined �i _ aprovec _b ► �' tin lb y_ the ?� ors ® _.. Ar �. ohzteotd y snd l EP' ' 1596 Pdttct I?E,PI' AD DIIT:torr02200 i i 3 Provide additional -approved material where noticeable settlement occurs, as approved 4 Surface and ground water, shall be contained and r controlled in all areas receiving, fill such that the moisture content of the' subgrade and,, fills are aiainta i ned ate 10 ..r " - 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 w. . in good working order at alb. times'. 5. Fill. material for compaction: shall not be placed on a frozen surface or placed, spread or rolled while it is frozen or thawing or during unfavorable ell weather conditions. When the work is interrupted by heavy rains, fill operations shall not be: resumed; until the moisture content and density of n reviousl laced fill are as specified. the ;p Y-p 6. .x.11 materials with moisture contents that are, or y :. became greater than that specified above, subpar. 4, shall be dried prior to compaction or recompaction or shall be removed' and replaced based uponunit prices stipulated, as directed. D. ROUGH GRADES 1. Rough grade a1.1 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 building walls. w. 2 ]dough grade to finish grades shown less the following: a. Plants ng areas As required for topsoil & barkp rovded under Lah dscaping Section. b Ar,a to r0,eivl e a_sphal . pa vement inches for asphalt pavement. and granular base. v", C. inter c +�S2h`c� gtp'" s labs a g inches for interior concrete slabs, vapor barrier and granular, base; adjust to lower depths as A required for thidkcned slabs. d. C trete walks a:nd tgrior sla s 4 inches for Portland cement concrete walks and slabsY adjust to lower depths as required for thickened slabs and for curbs 31,6®2 EXCAVATIOIoT A. EX . . � .; N5 FGR FOOTINGS 13UILDING' SLABS & ,ASP Gd�VP�TIO r HALT �t NcRET.EAvNG SEPT 1396 POLICE DEFT ADDITION & AtMoDEL; TSGAgt) 0 6 ... .... .. .... .. .. ,AAAA,. ,.. , 1 1 After site grading work is completed, do a11 zddxtiolnal excavation work _required dor building al,nd structures and other work shown on the �. Drawings, by machine and/or by hand as requireld and 4 approvedF carefully trimmed to lines and _subgrade . elevations required for the work, ready J for ubgrade compaction as specif isd below, Paragraph 3.30B. 2. Leave odequate space for work f o r forms, drain , tile, dampproof ing, etc. Be UTILITY & PLUMBING TRENCHING 1. Remove and stockpile or disposeof soil materials to obtain re uy-^ed subgrade depth and width to g , install utilitYand plumbing limes 2 Provide ` 4 inch minimum thickness of bedding aggregate On leve led trenchbottom for utility and . pljjMbing lines. 41 Excavate bedding aggregate for piping bells and coup;l ings. C. txc ESS' EXCAVATION and building _ g ` If g on under f�©s�ecified' rood through error, excavata. slabs is to levels lower than shown or p l - concrete or, a rovrts',p: anular f c - 2,0 0 ps a. at 2 day con PP g structural fill material specified above, Paragraph N P p . . 'Compaction of com acted as ecis f a.ed above for Fills"., Paragraph 3.01C D r BRACING & SHORING Brace and shore s a.des o�: ' f g and/or trench cit Safety Codes to y - ' as re aired b State and y bua. din an o excavations � ► . .�' prevent cavea.ns tin injury to workmen in excavati®ns r PUMPING Prov-de pumps o hose` and all other equipment and work to ratty and keep water , out of footing and excavated areas. '• FROSTPRtD'TECTION Ido nnotl�. L ce �o ots abs' on `frozen 'groun gd or when freOtI weather is anticipated before � . . footings or shahs can be placed. b. - ° e � . p when 2 Do not ca .�ry exoavat axons to f anal cue the freezin weather 1s ant ca�aated, a te;r frozen 1 . ° -:aterial is thawed, excavate to ;f ix al c eptlis shown. . r TIGARI� S" 'T 19196 ,: P(3 ,I DEPT ADDITION & 9tMODEL; f i 3 3 Obtain Architect°s approval before placing any new work onreva.au� p, 1y frozen and thawed sodl, make; finial beax ing surfaces suitable for new work. 3,103 BACKFILLING A. GENERAL , 1.' Before placing backfil.11 , remove all screeds scree stakes, other wood, debris, and material subject to k. rot', corrosion, cr subterran an termite attack and provide compaction of subgrade as specified� ed below, Paragraph 3.038. Obtain approval of subgrade by soils test .nq agency before any backfill Ls placed 2 Use only materials approved for backfill purposes,, as approved, Do not use I cinders or other corrosive material as fill for pipe or other metals to be buried therein. u. 3 provide and compact backfill over mud-free, frost- free ground in manner, to prevent settlement thereof, and prevent damage to walla and pproofing thereon, replace dam all mage thereto without cost to Owner, as approved da r p � pp by Architect. 4. bacPrior to lacing slabs or other material over backfills and 'bases, special inspector to make not less that 3' compaction tests for each balckfill area � to assure conformity with specified compaction. 5 Replace, during, , p � g guarantee` period without additional . cost to Owner work which is damaged b o y settlement, and re lace slabs; and pavement which develop settlement cracks,,- 66 ' racks.6 .After all required backfill 4 h ..cpm leted remote g � '" p all excess backfill material to f site as selected by Contractor,, at Contractors e cele kpenze. COMPACTION Off' SUBGRADE UNDER BUILDING SLABS & F'OOTI'NG UNDER EXTERIQR, ASPHALT & CONCRETE PAVING 1• Thorou+ ghly proof-roll by use of a leaded damp truck or similar equipment; Compact ` to accomplish ' at least 90 o of the standard max muz� dry density, ASTM D69a for the top ' p � � .. ... bgrade six � inches of the su 2 g,.. X11 sort wet areas observed during co { .� p 4 m aetzon p be rei�o�rcd to f�.rm ground and the .recess shall grade restored 'it's compacted clean granular material: m eeting requirLsmoylts of subparagrap�x Zi 01B.2 above: A.d.�;litional cost for resmoval of t L • p r these unsuitable ma.er�.a�.s and for m orting new replacement_ b t-k.f 11 material where 're ted, .i � j .. and compactions shall be made. b a re ar�� y a� rove incli�,d�.n 1ao�,«cnt ad ch _. _._ r ge ordemr, based upon the � � �,p� an unit price stipulated in the BI.d/Tender Form for µ POLICE Dn,PT Ant) 'TION SEPI 199 & REI+�oI3.'L, TIGx4RD 022.00 is removal l and chi replacement) of said maternal as measured by the soils Engineer in conformance with applicable provisions of. Section 01.05. 3. The compaction procedure shall 'be observed ba qual,�fled Engineer selected by the Ownery to evaluate thesub rade g performance, to evaluate the Of fectiveness of the procedure,, ,p �' , and. to make adjustments an the procedure as .field conditions I l dic 4at.e e ; . C e FILLS UNDER SLABS &. FOOTINGS 3 Backfill with structural fiul.land base materials s ecified g p rough rade elevations, 2.0IC to ., p albove Para rah 2 ' 0l and g "compaction compacted as specified ` `above for m 2 ' Place granular pac.tion of Fills",r Paragraph 3.010 base specified above 5` inch minimum thickness at interior slabs, 4 inch minimum thickness at exterior walks, compacted° as specified above De BUILDING G & STPtJCTi3RAI. BACKFILL 1e' Coordinate building backfill work specified herein with foundat l.on drainage backfill work specified under Section 02710. 2. At all buildin and structul,e backfill g at locations not conta1 ing foundata.or� drai . nage piping Ube Ibackfill material specified above, Paragraph 2- ,.01D, as approved, y g, . pproved in' layers,erg riot exceeds n 8 Inches loose depth; each la er com ac Cbm action: ofd � p ted as specifl.ed.•'.above for p Fi11s" , 3. Backfill full backfill de Par depth h . .01 M Paragraph p c� f�.nish grade lees that �requered for topsail and new sl abs pavan and walks including gravel bases therefor, g Ea UTILITY, LINE BACKFILL 1. Backfill trenches as promptly as work permits. 2. After completion of tests ng backfill unlit` and plumbinglimes Y to, 8 inches above V g aggregate pas s eCnduit � a• line bedds.ni a �ie.d p with uta.lit boos, Paragraph 2.01E. , Backfill remainder of p? Par ecif led above � trench With backfill maternal s Paragraph pp d in layers not g s e�cee an�� � inches loos . a ra 2e01D, as a rove Com d e depth, each layer F pacted as specified above for "COO action of Fills 11% Pcl l'°c'lC,1Cap�1 3 e Ol'C 3,i 64 FINISH RAbING ,A e GEN�RAI, 4 S. EP POZ,ICTj O PT AbDITSON' & k�MODEL c T'1 5 G 02200 9' ' Y ;' l• Grade to levels indicated,' with' un' slopes i formlevels or�nash cr . a rides Finish grade to tolerance specified in subpara ra h • Re spreading of topsoil and. figalp 1-02C.2 abov e. covered under Section 02920. grading therefor 3•0.5 ADLIUSTING & CLEANING 4 A PROTECTION GF ;....: GRADED AREAS Prov protection of cut and fill Pf ' wrk unIde�r this Contract, to prevent rutting, and washaong ,. resulting from the elements', Repo' an g establish � d re•- � grades in settled, eroded, rutted or Otherwise damaged areas• 2• Scarify'fy the surface, reshape and compact to regUited density. 30 , ' fira�ng Wet 'weather, place 4 inch lift of s w ll a g otin exca ructus.a1 ggr.a ate at bottom o� fo ' �=®impact to 95% of maximum densgt vaat�.ons' and y t o t moisture content• p imam D• DISPOSAL R.emofre gash, debris, waste material and unusable e:xe excavated soil material from the Site, est �. COMP .CT-zaN Recompact or remove and replace owner, uterinot , at no additioxal cost material, to meeting a.ng requa.rOd densit� L b. CLEANING Remove s0.,l material from ex'stin re a g j g ads, walks and parking. areas, as ,c� �•ected. z I f END SECTION � I ;I I a f: A I I � I III POLICE� I . SEpT 9 DtPt ADDITION: Tit7D Exp, T-16ARDI o2200 4 21 'f f tru a iiC.t. r I SECTION 02222 r., EXCAVATION: a ,4 PART I GENERAL �. q 1.01 SECTION INCLUDED 7., A. Excavation for buil din foundations. ns. B. Excavation frac slabs-on-grade, paving, and 'landscaping. C", Ex cavation .for site structures. 1.02 RELATED SECTIONS r A. Section. 01400 - Quality Control: Inspection of bearing l surfaces. Section tion X150 Construction Facilities and Temporary Controls: Dewatering excavations and watercontrol F ' C g Section 02211 Rough' h Grada.n g° Topsoil and subsoil removal from site surface, c D. Section 02223 - Backfillinej. E. Section 02225 Trenching: Excav«tion for utility, trenches. 1.03 FIELD 'MEASUREMENTS A: Verify that survey benchmark and intended elevations for the World are as indicated PART,_ Z' 2 ' PRODUCTS 2. 02 PREPARATION f A Identify requited lines,, levels, contours, and datUM., Ic�entif . know B n under uti r round� above �groundi and aerial g la.tStale and flag locations COProtect above and below grade utilities w ' remains nick are to D r " and other features r' Protect PPing ema�.n ng aSlaWnc�rt vr��of (incl a p landscapjng, �z PT '1 'ADDITION � REMODEL- T:l OAR:D 022222 SE 96 PaLI'CE DEBT A r Q A J i E Protect bench, marks, existing structures sidewalks, paving, and curbs fir excavat , fences, � f ion equipment ..`and... vehicular traffic,, 2.02 EXCAVATION E , t. AExcavate subsoil required to acco mmodate buRlding ' J. foundations, slabs-on- and grade, paving and site stru,ct construction operations, ureso �..� E Excavation out, not to interfere with i M bearing splay of foundation, normal 4 5 degree i. C. Grade tap perimeter of excavation to prevent surface: I from draining,into excavat' wets, D. Hand trim excavation Remoue loose matter.. ,,. 71 E• Remove ]lumped subsoil, boulders, and rock. '. Notify y Archa.teect/.Engineer of unexpected con, itsubsurface * � f f ected Work iii aro . ' notifi tans arsd d�.sco a ed to resume work,.tonus a until xk. O to 9ao n at! no extra cost to G. Correct unauthnriz Owns �.... �.or compact on. e excavat H d correct areas over--excavated by error. Stook .ale excavated ma p' . I* aerial in area de8i hated 84 and remove excess material not beim r M reused fron�Ste ite 203 ';IELDQUALITY CONTROL A6 Field inspection will Section01400. be performed under prov'siens of 13, : Provide dor visual inspection of bearing surfaces 2. 04 PROTECTION A. Protect excava,t .ons by method cave- in o -. sQ:i l from.' f a] � require ' to prevent tzi f �' loose :l�in into excavaaiori. D d xcavatl ons and soil �ad Prited t bottom of e beneath foundation fro Ott freezin u .. j�tcent to and g END 011SECTION i gtpT !:!5!) P©LACE DEP " T AmaTI ON F REMODEL `2 2 ;ry a l 1, ii o ,! SECTION 02223 BACKFILLIkG PART 1 GENERAL 1.01 SECTION INCLUDES A, Building perimeter and site structure backfilling to sub rade _elev �' ata.ons. E. Site filling and backfilling. Cr Fill under slabs-on-grade paving. D. Consolidation and compaction. Fill for overaexcavation. F. Sheet vapor retardant and coverover crawl space and fill 1.02 RELATED SECTIONS A. Section 01400 - ,Quality i S2 i� Y Contro l B. ,Section 02222 Excavation. C, tren hte®n es..02225 - Trenching: Backfilling of utility D. Section 03001 :- Concrete materials. 1.103:' REFERENCES NST ofor Sieve Analysis of Ai. A ASTM C136 Method� Fine and Coarse Aggregate's .. r Y ... r ` Y , T , R,�'•lat3C�ns Of SO� � � ''� / ensl 115 an ANSI ASTM 0698 Test methods for Nloa.sture�D _ Soil. Agr�regate M�.xtures, UsYng � 5 lb Rammer` and 12 Inch Drop C D1556 Test Method for Density Of Soil in � A1S ASTM Place by the Sane- cone Method: i D ANS /AS , TM 01557 p Test Methods for Moisture--D�nsit .Y i ,, �blRa�rutte� of Soi]s and so�.l Aggregate Mixtures Using 10 f'f t and 18 inch Drop k f I 1. 04 SUF3MITTALS i A.., Subftin 'under. provisions of Section 01.:3004 i SEpT 1996 POLICE DEPT ADDITION & REMODEL; TICARD 02223 - 1 'I i PARS' 2PRODUCTS 2i.01 FILL :NMATERIALS A. Type A - Crushed Gravel: Pit rune Angular, y stone, free of shale c3:ay, ,friable materiadl,nasand1 debris° r graded in accordance with ANSI/ASTM C1,35 within the f 011owingl,limits ,ink 2 inches 1.00 3/4 ' inoh w 95 to Z00 B. Type B - ,Pea Gravel: Vol 1. Natural stoned washed, free of cla shale, organic matter r .y, g,„aded an accordance with ANSI�ASTM C336, to the following: 1 Minimum Sipe: Z/4 inch. 2. Maximum Sige: 5/8 inch. I C° Type C - Sand: Natural rIiVer or ba Of silt ` clay bank sand; washed: free r y r able or solub Organic matter• lads friable le materials, or r g d . r in accordance with ANSI/ASTMS 0136, wa.thin the following limits. ° 1,4 i Per-cent ss No 10 to 100 fl. Type D Minus Roadbase e E• Tape E Select ' - Fill. FeType F -- structural Fii 11. G. Subsoil:* Reused, Imported, free of gravel s 2 ° 02 ACCFSSQRIBS A° Vapor Retardant 6 mil thick o polyethylene. ,f Y PART 8 FkEOUTION 3 MAMINA.TION e`er i Y rials to be reused are acceptable, if f ill mate p Verify foundation per �e • been inspected, p ter~ drainage installation has C Verif ` y un derg round tams are ancho n after 'k�ac o their own foua�dat�.ori to avoid floatatio red t f ling (' SLF ; r:. T 9 9 6 FQLICE D� '� ADDITION pEMQDEL i TIGARD Q 2 2 3 i 2 f i i f ' e f i t 3. 02 PFtEPA�,.AT I ON f A. Generally, compact subgrade to density requirements for subsequent back g fill materials: o5 3 Be Cut outsoft 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 a r gg egate base: course material at g paved `ar ravel ears compact ,subsoil, ;� � _ �1 �c 95 pe-scent of �.t a p bsol ' y y / Ott dr dens:tt in accordance with ANSI ASTM! D69� maximum 3 .03 BACKFILLING A Backfill areas to contours and: elevations with unfrozen ' matei7 als d B. Systematically backfill: to allow maximum time for natural i settlement. Do not, backfill over 'porous, wet, frozen or spongy subgrade surfaces. E C. Granular Fill; Place and compact materials in continuous layers not exceeding 8 inches compacted depth° D So�1 Fall° Place and compact material �� continuous layers ,not exceeding 1.2 inches compacted depth. a a E t disturb or damage foundationP est method that does nc Em to a lacem perimeter drainage foundation d.am roofin �p g Y foUndation water roofin and p g protect,ave cover utilities .n trenches. Maa:ritazn optimum moisture content of backfill materials to att a".n ..required compacton density. G. pp Backfill against supported foundation walls Do not . bac kfill against unsupported foundation wallse i usly on each si ane© `ire of unsupported Backfill simultaneously p oundation walls until supports are an place. t r I 4 dope grade away from building miz�i�um 2 inches in �.o ft, unless noted otnerw18e J Dake changes qr, a-dual. Blend slope into level areas. X;, Remov e. `surplus backfill materials from site. Li Lea fill.' material stoQkpile ares co�pletely free of excess f a.;11 mato .als. 8EP 2996 POLICE DEPT ADDITION & �,NiC7 7ELy TIGAPU 02223' " i C t 3.04 TOLERANCES 1. . T©p Surface of Backfilling Under Paved Areas:squireFlus or, minus one zn,ch fr+�:m r d elevations. 3.05 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions-,of Bastian , :05, 3, 01`400w B• Vests and analysis of fill material will be erforme' p d in _,, accordance wn.th AN SI/ASTM D1'5517 ,and. with Section 01400. C. Compaction testing will be performed in ac cord ANSI/ASTM D155'7 and with Section 01400, ,ance with I , D. if tests indicate Work doesnot meet specified re airementsr 1e to Owner. moveWoxk, replace and retest at no cast of Tesever e uenc� bts• Y16 so in five p3aces. �E. Fr q � f Fb fill Proof roll com acted ll surfaces und- �x s1 ab p ` and pavzngslabs-on-grade . 3. 06 PROTECTION OF FINI SHED 7�0 RY I I �. Protect finished Work under provision ' s o Sesta on 01500. $• Hec�ompact fills subjected to vehicular traffic. r 3. 07 SCh,EDULE I II I Interior Slab-On--Grades 1. Min mur n T ype A fill, 4 inches thick, compacted to '55 percent, w Cover ' p 2• ith T e C fill, 2 inches thicko compacted to 95 percent. Bi Exterior Side of Foundatign Walls Wal Over Granular Fitter Mater� al and `"aundation Pei%s and met. D Er ra.ina' ge i. • Subsoil T ` ape A filJ., to subgrade elevation each C , lifts compat"ted, to l90 Percent . G Fi1i Under' Landscaped ,areas 1. Subsoil fil1i to 12 inches below, finish _ grade,to �0 E D a Fi11 Linder spha .t 95 Paving: I • Type, D f ill r to 12 0 inches below` f.:�n15.., .. i - 12l�1I'1 I e'levatlonj compacted to e.'� p 55 cent: h p g i SEPT POTJIC.E, DEP3' ADDITION & REMOOEL it TIGARO 0222 3 -i f ; I a r L i "e Type! A fill flush to required el.evation, compacted to 98 percent. F. Fill over Drainage Piping Gravel p g Cover. 1• Type E fill, to 211/2 inches beloTa finish grace, M compacted to 95 percent END SECTION i I i SEPT 19 POLICE � � �' DDT 7�TQN & R�l�!(71�►EL; �'TGARI3 , 5 �l j i a �Y SECTION 025.1.0 ASPHALTICCONCR�,, � r TE� PAVING NG f PART 1 GENERAL 4 " 1.1 SECTION' INCLUDES haltc concre L"A s As p to paving. 7n, 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION Not used. 1.3 RELATEDSECTIONS ection 02200 _ Earthwork: Preparation of site for paving and, base. �3 Section 02223 - Backfilling: Compacted subbase for paging. C. Section 099,00 -- Paintings Pavement Markings 1.4 UNIT PRICE MEASUREMENT i - UREMENT AND PAYMENT Not used. 1»5 REFERENCES A n M5--,� Mix Desi , ' Design Methods for Asphalt Concrete and Other Hot Mix Types The Asphalt Institute (AI) . B M5-3 Asphalt Plant Manual The Asphalt Institute (AI) Ce MS-8 - Asphalt Paving Manual, The Asphalt Institute (AI) M� f'-19 - Basic. Asphalt Emulsion Manua.., The Asphalt Institute , D, I E» Pavement D5 Penettation--G�rad.ed Asphalt Cement for Use in Construction. M 166 PERFORMANCE REQ UIREMENTS Y Not used. f 1.m 7 QUALITY ASSURANCE Zra s , . e with Oregon Department of - Transportation Per�aror�.ata ion 1011OT�CHldanc , . p ( ) ghways standard. d. _w , E 4, mixing Plant., Conform toP ODOT°s standard. SEPT 1996 POLICE DEPT ADDITION & REMODELS T:tGARD0,2610 1 i) k i a t, j i C. Obtain materials from same sQuroe throughout. 1.8 REGULATORY REQUIREMENTS A. Coliform to a likable code for Pp paving work onpublic property. r . 149 ENVIRONMENTAL REQUIREMENTS A• w se Dry not place asphalt when ba surf is temperature s less than 40 degrees ', or surface is wet or frozen. µ PART '2 PRODUCTS 2.1 - MATERIALS �1 A. Asphaltic concrete Surface course materials. 1. Aggregate mix design, class might C. 2. Asphalt Cement, 'hype -4000. 3. percent of recycled asphalt pavement shall not exceed 20 percent. B. As • Asphalt Material: 1. Asphalt emulsion SS-1. h 2. Tackcoat Asphalt: Asphalt emulsion R8-1, S5-1, SS-1h, CRS_i, CSS-1 , or CSS-1.h mixed with water and complying With ;OSAD subsection 407. 2m2 ACCESSORIES Not used. 2,3 MIXES A. J 0bMix Formula requirements for Bitum'nog s Surface Course: 1. Mix surface course in accordance with OSHO Section 403, , modified 'in this Paragraph. Class C mix except as . 20 Measure properties of the job mix using methods described in ASTM D, 1559 as Ilowslo umber of blows, each end, of specimen. 75 aN b, M, stabilit` mins r 3ttu7Ct "poundw` 7,s 0 o' , c. Marshall. flbvaa d. Percent voids, total mix 3-5 e. Percent voids, filled with asphalt: 75-85 3. Aggregate Ctadation Requirements. comply with OSHD n 703.08- 4. �'uhni u sesh bituminous base to the site a tem erature of 280 P :+/"-i 120, deqtdes :kli 5. Aggregate Gradation for Tight C specifications'. w.., a e 3 4 inch Sieve; 100 '4-/-/- 0 ercent p passing, SEPIF T 1.��0 POLICE 11E JT AAOD'V ON & REN ObEL, TIGARD 02510 2 "LLµ 4 r l r i . i i i 1. k 1 b 1/2 inch Sieve 97 +3,/-2' percent passing, z C 1I4 -inch' Sieve: 806+ - j percent passing: d Number 10 Sieve: 0 + 6 ercent, s pas��a. e., Number 40 Sev e: j- p ng. li' +j 9 percent ;passing. l f. Numlaer 200 Sieve: 5 +j- 2 percet passinge 60 , Asphalt Content. 60 - - 0.5 bitumen in AR 4000 " j pe ' grade 2.04 SOURCE`-QUAL'IT Y CON'I'RO'; A. Provide mix design for asphalt .under provision of Section 014:00 B. Submit proposed Mix design of each class mix for review prior to commencement of work'. C. T t samples in accordance with AI. PARI' 3 MCECUTION i 3.1 EXAMINATION A. v'eri'fy base condi",.ions under provisions sof Section 01039. B. Verify, that compacted granular base is dry and ready to supjlort axing and imposed loads. p , C. 'Vrarify gradients and elevations of base are correct. ; 3. S'UBBAS; l A. Section 02223: - Backfilling: Fill under asphalt forms the base construction for work of this SEction., 3.3 PREPARATION PRIMER + . Apply zptimor 1n x accordance with manufacturers nstruc� ions, MS-2, State of Oregon Highways Department B. .A,pply primer to coint&Ct surfaces Of curbs and gutterp. C Use clean sand to blot excess primer. 3.4 PREPARATION TACK COAD' i , .. a ii ... . otu.L:.er Ad Apply tack coat in accordance With manufa { 's ns�truc tirr�s AI NIS ,i9 State of Oregon Hs.gh�aays Department e ! B A l__ tack coat to contact surf aces of curbs and utter ; pp Y' �} g s. Coat' fad hole and catch basin frames With h pilo C» C � r �.s of men SEPT i'919 PC?LICE DEPS' 'ADDITION REMODEL, TIGARD 025 .17 - 3 i 4 ...._... t r i prevent bond with asphalt pavement- , ,Do not tack coatthese 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 stack coat. C. Place to thickness identified in drawings. D. Install drainage grilles and fra'),xies and manhole frataes in correct position and elevations E. Compact pavement, by , rol?ging. no not 'displace or extrude pavement from position. Nand compact in areas inaccessible to roll ' equipment. 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 .. Extrudaur , le '! continuous extruded concrete curls tcs profile canon indicated on drawings. 2. Place cub on tope of asphaltic concrete paving on two beads 'of_mastic 3.8 SEATS COAT A. Apply pp y „sea! coat to surface cour.se in a ccordance wi athI MS--19 an ` S tateof Oregon Bigway�� Departmeht.'- 8.g TOLERANCES A. Fjat.netsz n MalXiltlliit� variation of 1/4 inch measured with 3.0 foot straight edge. B. 8Chedtl0dCompacted Thickness* Within 1/4, inch e C d varzati'on from True Flevatiora G Within 12 inch. 3 .1 VIELb QUALITY CONTROL A Vii old' : and testing willbe performed, under SE 1996'1 :6 PI PciL=cON & RtmoDEU T10AR D Sld, 4 A�Dz . E DEriT 4. L ;r i' � I 1 I� provisions of Section 01 400., GO �, 3 m Fake samples and peri corm test s ire accordance with AIS 3.,11 PROTECTION xt. , Immediately 'after placement protect cp �.:=anent from mechanicalinjuryr 5 mays r Vd ENDOF_SECTION r ,r j, 1 t. Y u f � f 1 i� SEpT 199 OLICL DEPT AT3. DITIOtV FcE'1 (��7EI� TIAID 0 5 p I I 4 I i I t �� i , I f i ti SECTION 03001 CONCRETE f ,PAR?' 1 .GENERAL 1.01 WORK INCLUDED a A A. Formwork ; hracimgw', n .anehorage:� shoring- Be Concrete reiftforcement and accessor' �.es. * C. Cast-in-place concrete. 1. 02 WORK INSTALLED BUT FURNISHEDUNDER >OTHER StCTIONS A, Section 111,65 Metal fabrications attached to formwork. B. Section. 15050 Mechanical attached to forriwork. Y C. Section 16050 - Electrical accessories for attacYiment to formwork , 1.03 REU.,TED :WORK I A. AZA General Conditions 1.04 REFERENCES ACI 301 - specif icat'-ions o Structural Concrete f or Buildings. E. ASS I/A S'y n A18 5 Wold ed steel Wire Fabric for Concrete Reinforcement. C. ASTM A615 - Deformed and Plain Billet-Stee] for Concrete Reinforcement. D. , ASTM C3 3 - Coincrete Aggregates E. ASTM C94 - Read r-M xed concrete. V ASTM 0150 _ Portland Cement. ' l ASTM C260 -- AitEntraining Admixtures dor Coxicret - e. M. ASTM C309 �- Liquid •*,4embrane"Vdrming Compounds for Curing rotoi. Z - uriig r(Jn ound Concrete P , a for New, and Exist nq Surf aces e SEPT i556 POLICE rjEPT AUDITION & Rpjf4b)EI , TZGARD 03001 1 , I i I s I r 1,,05: QUALITY ASSURANCE A. Perform work in acco rdance with.. ACI 301. Be Maintain copy of ACI 301 on site. 1.06 REGULATORY REQUIREMENTS A. Conform to' applicable` -governing, codes r 1.07 VESTS A. Submitpro osed mix design of each class ,of concrete to appointed firm for review prior to commencement of work. Be: Tests of cement and aggregates will be performed to ensue c onformance with requirements stated herein. C. Pour (4) concrete test cylinders will be taken for every' 50 cu t ds o'• each class' of concrete placed each .' � e�ay. T wo (2) cylinders at seven (7) days and two (2 f at 28 days D. One ':additional test cylinder will be taken during cold weather and be cured on site under ame conditions as concrete it represents. E. One slump .test will be taken for each set of test , cylinders taken. 1.08 SHOP ORA WINOS A. Subrd t shop drawings of reinforcing steel° H. Indicate reinforcement sizes, spacings : locations of reins®rein' steel end wire f , g , abra.c bendin and cutting g schedules s licin � ,. . ._ and s � _ g► supporting and sp�.ca.nq de�' ees. PAAT, 'PRODUCTS 2.01 FORM MATERIALS Ai Conform to ACI 301 2,02 REINFORCING STEEL w+, Reinforcing Steil. ASTM A615 60 ksi y�.e�.d rade bllet' stPe'Al de, forme�' bars r uncoated f"ni8h. Welders 8teol Wire Fabric a Plain type r ANSI/'A82'I+ A185 r in f lat heet8 Co i led itolls p uncoated finish, SPT 1396 POLICE DEPT AWATION REMomki' TIGARD 03001 � 2 , t r y 2.03 CONCRETE MATERIALS A. Cement: ASTM C150, normal' — Type yPe Portland, grey color. B. Fine and Coarse Aggregates: ASTM C33. C• Water! Glean and not detx'imental to concrete. 2.04 ADNMI'XTU E S A., Air, LvntrainmentAdm'ixtLire: ASTM. C2E.O 2.05 ACCESSORIES A. Vapor Barran' r ASTM D21:03 ' sib (�� mil thick black palyethy7len,- film. k c B• Form Release Agent: Colorless material which will not stainconcrete absorb ' ar Colorcharact erstcs lofucoata P 9 r m nt natural bondto concrete g ended for use an 1 : 2.06 CURING MATERIALS r A.. Water: Clean and drinkah+le. B. Membrane Curing Compound: ASTM C309a FS TT-C-8 pp C• Polyethylene Film: A,SDT D2103 6 mil thick, b 1 a c] oxalo 2.0'7 'CONCRETE r ATE MxX A• Mix concrete ,in accordance With ASTM C94. $. un i d ata,o n .Conor ate. 1. Conpressive Strength (28 days) . � 3500 psi- Slump!, s�: 2. S!11luanp: 4 inch mak-mum C. Sla d �. On Fill concrete. z l: Co�1pz'eaax ve Strength ass : 300 a 2m Sium p 3 inch maximum D� S ,. Lx �ret�, P ucture Coracrete SEPT 1096 POLICE'DAFT ADDII� 'IdN &- REMO DL'Li r 030D1 3 r 4 i i 1 1: 1, a y i i I l. Compressive Strength (28 ' days) : 3504 psi 2• slump: , 4 inch,' maximum m E. Add air entraining agent to,mix fox concrete exposed, to, freeze-thaw cyoling to obtain 5 air entrainment 1'0. PART 3 EXECUTION r 3 .01 FORMWORK ERECTION A. Verify lines,'net, levels, and measurement before proceeding with `formwork. : E. Hand trim sides and bottom of earth forms, remove loose_ 3 dirt. 4 C. Align ;form joints. D. Do not apply form release agent 'here concrete surfaces receive special f inishes or applied coatings which may be affected by agent. E. Coordinate wore of other Sections in fdrriin and g setting openings,' slots, recesses, chases, sleeves, bolts, anchors, and other inserts. 3 _ 02 NF ti ORCEMEN'�' kE� ,�; :Place, : g suppart and secs reinforcement against displacement Locate reinforcing splices at points of minimum stress or � as noted' or, drawings.' 3i' 03PLA(.rING CONi✓k tTt Ai Notify Architect/Engineer minimum 4 hoursior to com nencem'ont p r Of con.+oret ring- operations ,.whi,l.Be In st all vapor ar: barrier -under intorior floor slabs on fill. Lapointsmin� 6 inches and seal. Do notdasturb vapor barrier� mum plng einforcement. 3 . 04 FLOOR ,8LA98 r on :f .11 fromerticl surf A Separate., slabs aces with joint filler. j ller From bottom of slab i t o within �- incjh Extend Dint f1 of fins shed slab surface: _. .; REMO SEPT 1 ON & DEL`; �' CARD 03001 _ 4 X36 I�t���CE: DEPT A,i"7DI�'I I L- • i B. Floats trowel , non-slip finish n i s h s u r fa ces as scheduled. 3 �1 TOLER, ANct,S A. Provide Class A tolerance to, floor slake al cor 303.. pitch to l4rains 1 '4 inch ex foc '� dir�r� tc� ACI P no'mitral. 3•®6 EXISTING WaR Not Used 3.01 SCHEDULE OF FO ED SURFACES 1 ,s A•' Shlooth form finish ' n15 h n exposed surfaces. 3.08 SCNEIDULt OF FLOOR SLABI FINISHES A. Trowel finish sh at l f lour s :abs 1 I EN,,,) OF SECTION l 1 i 1 SEPT I 139�i .POLGE IitpT ADDTTIQI�T & REmonlj,� Z' ARD 03061 = ,5 I 1 I1 E ' k, A i I M1; 1, 1 i. ,,1 ,t J F SECTION 04320:. n VENEER MASONRY SYSTEM 4y PART 1 GENERAL 1.01 SECTION INCLUDES A. Face brick units. Nate: Reuse existin: g to be removed from building and provide new to match as required B. Reinforcement, anchorage, and accessories. 1..02 PRODUCTS FURNISHED BUT NOT INSTALGE;D UNDER THIS SECTION Not Used 1.03 PRODUCTS, INSTALLED BUT NOT FURNISHED UNDER TRIS SECTION A. Section 03001 - Concrete. E 1.04 RELATED SECTIONS A. Section 07900 Joint Sealers: Rod and sealant at control andexpans cion Joints, . B. ,Soctiom 09260 - Gypsum Board System. ( 1.05 ALLOWANCES Not Used 1-0,06 REFERENCES A ANSI/ASTM C652 - Hollow Bruck (Hollow Masonry Units Made ANSI Prom CJ.ay or Shale B,. ASTM A123 Zinc' (Hoti"bip Galvanized) Coatings on. Iron and Steel Products, C. ASTM A525 Steel Sheet, Ziac Coated, (Gahan zed) by the y riot-Dip prodess D. International Masonry Ind a,st •y A 1164eather C0Unca.l.1 Recommended Practices and Guide Speci icat,ion foie Cold l feather M tsanr Constructions ct1ori. 10"7 SUBMITTALS NOT T 'USED ( B ,PT 19'3 6 OL,ICE `DEPT ADDITION & REMOD13L e TI0AA1J 04320 - 1 f r a , r r t t 1.08. QUALIFICATIONS r A4 Installer: Company specializing in performing the work of this Section with minimum three E3a years documented' ted experience. 1.09 MOCK-UF' y, Not Used 1.1.0PRE-INSTALLATION CONFERENCE Not Used 1.11, DELIVERY, STORAGE, ANIS HANDLING C. Accept face brick units on site inspect for damage. 1. 12; NVTRCNMENT.AL 'REQUIREMENTS A. - Maintain materials and surrounding, air temperature to minimum ,50 degrees F prior tb, during, and 48 hours after completion of masonry work. 1013 SEQUENCING AND SCHEDULING Not Used 1 14 TAXTRA MATERIALS Not Used FART 2 PRODUCTS 2,6 0 1MANUFACTURERSCONCRETE MASONRY UNITS Not Usad 2 w O2 CONCRETE 1'1A8ONR UNITS ARefer to Section 04340-,b 043 MANUFACTUAMS DRICN UNITS A.. Same as supplier of 'existing unts 2 4 04 8 RICK UNITS A6 + ce Br1C ! 1 Type F$X r C�SrJCade T i ��Notman'i Fa y, ka i�a;tcl� exa.st:�ri��Ss �eTNt C2 i6 g use eXisting and matchrig color for EpT 1y 9 6 P'CLICE DEPT ADDITION & REMODEL j TIGATRD 04 12 0 i .. l j , I. i new.. Provide units windows. (without h0lez) , for gill ` See devil 15/6) _ course at 1 Fur ' • rna.s Special Configurations• NOTE. Contractor shall reuse exist demolition as Ion ing brick from meas o g as they are in good cor id itio f i' On" '. 2.05 REINFORCEMENT AND CIRC ANCT pRAGE �. Corrugated Formed Sheet Metal size 22 gage. thick, galvan zedasterf1es; ?/8 x 7 inch el fa.nsh. S• djastable "veneer ties, Id an u • Similar to AA Type: Wire Products Co. 3Rect , g lar ype: adjustable wall ' ' n /15 inch diameter• galvanize ties constructed o' bricI k Ueneer; sizes as re air stee]. wa.r•e, fob• CI�YICT required. to 2. 0E FLASHINGS .A � Furnished 'under sectio n 07620.- ACCESSORIES A. Weeps- Approved , tube with pinsi d 3/8 inch inside diameter ' de end rl Id . _ of _ g la ax eac sta. ee�. ,,nor• installation in bottom weep at !� s for a 4 de Vee e Ven' �, r plastlC tubing star ]oint brick .. �.n n ndustrie:� g is available from C�ontiriental 9205) 24z-.085141 B• .n9 .solutions , C Sure-Kleen Noa 500" orimilar to pro So r architectos written approval* CO. n C• TVTater' iRepel�cnt Coat-in • pproval. Products buildin g' (For all OXteriar brick veneer maso y g wall 5ur�aces ucts otThC�r, of oclear 77� Standard grater repellent .rywelJ ��.neral oll base clear silicone , or architectis written a re ui�� � ,. re' ants of. Feteral SpeC�.t�:cat approval meet m ion SS-W 11ob . ul?. T 3 ExtcuilloN 3ii01 rN8TALLEPS �. 1 IN Ot use 3. 02 EAZN Ali Vern f.. y that field coriditic�ns are ac epta bto receivework� e and are ready { SEpT 1.995 POLICE ' EB' At31I Ioll lG & RMiDE� . s P ARD4 04520 -- _3 I `1 4 B. Verify items provided by other sections sof work are properly, sized and located. i Ce Beginning of installation means installer accepts existing conditions. k` 3.03 PREPARATION A Provide temporary bracing curing. ,installation of xnasonry work. Maintain in place ee until buildin.gg structure provides permanent bracing 3.04 COURSING I A. Establish lines,,' ,levels, and coursing indicated. Protect froam displacement. Be Maintain, masonry courses to ' uniform dimension. Form vertical and horizontal joints ointc of uniform thickness. Co f oZnts g course. Form mortar �a brick units �.n existing, band 7 to match exis ' 3.05 PLACING AND BONDING A. Lay solid masonryunits in full bed of mortar,,ar, wAth full head 7 o rots� uniformly jointed witllz other work B. Buttering corners of jointsor excessive furrowing of mortar j oints are not ermitted. P I i C Remove ex cele mortar as Work Progresses. D. Do not shift or tap masonry units after mortar has achieVed initial. set. Y Where adjustment mush be made; remove mortar and replace. E. perform johsite cutting of maso'nx;y zn',.ts 1. with proper tools to -provide st1a'ght, cleaft, unchipped edges4 prevent broken masonry ,:rzit, corners or edges. solite top joint of masonry partiticans from horizontal i sam structural ingneae;rs and slabs or` decal . s with fr , ompressible joa.nt filler. 3.0 6 WttP'S AND VIENT8 A: Install weep holes in venrer at 24 inches on center ho ti;zont lly above through w11 flashing and at bottom of Walls, s i PT 1995 C3N F RNin? L; 'l1GAAD 030` -� 4 S+ I r 1 I 1 I s 7' { i P r i 3 07 CAVITY BEHIND VENEER A. Do notP rmit mortar, to drop or, accumulate into cavity air space ar p �'', to plug weep holes., ( j 3008 REINFORCEMENT AND ANCHOPAGES, Secure wall ties to stud framed back-up and embed into -veneer at-makimum� 16 inches oc ver.tityally�;and 3 ma onry inches oc he rizontally place at maximum 3 inches oc ' each way around perimeter of openingsd within 1 inches ofopenings. 3.09 MASONRY FLASHINGS A. _ ' Extend flashings through veneer, turn up minimum 12 inches and, seal to sheathing over wood ,;gamed back-up.- j EY 6 e e g. La encs cants minimum 6 a.nrhes and seal' watertight, e C'. use flashing manufacturer's recommended ,adhesive and � sealer. " 3.10 CONTROL AND EXPANSION JOINTS A. size control joint in accordance with Section 07900 for sealant performance. 3.11 TOLERANCES A d ? axlimum Variation From Unit to A d.jacsent. Unit.. 1/3.2 inch. E Maximum Variation From Plane of walls 1/4 inch. in 10 feet and 1/2 inch in 20 feet or more. C Max imum Variation From Plumb: 1/4 inch (6 mm) per story non-�cumulatve. D Maximum Variation 'From Level Coursing 1/8 inch in 3 feet j and a.nch in 10 Feet, 1/2 'rich in 80 feet. E. Maximum Variation of Joint Thickness: 1/8 inch in 3 feet: 3 .12 CUtTING ANI) FITTING � J Ar Cut and fit for wxndOW8 and corners Coordinate with 1` 'Ile 4 ager Sections of work. to �ro�r�.de correct sa fie, shape.., and log atone d r Y SEP. T �. 3 9� POL YCE bEPT ADDITION' & FtENd0I7EI� TIG b 04320 r i f 1 q t r r i i S obtain Architect/Engineer approvalrior to cutting utting or, fitting masonry work not indic�lted 'or where appearance or strength of masonry work may 'be impaired. 3.13 CLEANING ; A. Clean work under provisions of Section' 01700, r B Remove excess *:mortar-`and mortar smears r C. Replace defective' mortar. Match adjacent' Work �. Clean soiled surfaces with oleani ngsolution e � E. Use non-metallic tools in cleaning operations. ''• Apply water repellant coating. f.,. 14RGTECTOF FrN , r SHED waR� T A. Protect finished installation. . Without damaging completed work, provide protective y _ � damaged by conztrUction activities which may be oars a exposed external corners r �.0 SCHEDULE Not .Ted 4 END OF SECTIO DEFT 19 J 6 ` �''rJLiCE �7EP�' ADDZ`7'IOII & EEMODEL; 9I'IGAlC�D 04320 �- w, � r j SECTION 0550 METAL FABRICATIONS PART 1 GENERAL 1. 01 SECTION 114CLO'DES' A Sh6Pabricated- ferrous.,metal it ems and prime painted. 1.02 PRODUCTS FURNISHED BUT NOT IN DER THIS SECTION STALA. Sectio LED r.TI�T n 03001 m Cast-Ing-Place Concrete: placement me a 1 f abr cations in concrete; of . Q3 RELATED SECTIONS A. Section 01400 Qualityssutr ance. B. Sec 055 20 Handrails andRailings, C. Section 09900 - Painting: Paintfini, sh. 1.04 RE'EERENCES A• ASTM 'A3 - Structural Steel. 3. ASTM A2 8 3Carbon Steel Plates - Shapes, and Bars. C� ' QTS A20 - Standard Weldin S s A � ymbols D• AWS D1. - Structural WeldingC _ 1 ode' E• SSPC Steel' Structures Pintng Council. 1 m 0 5 Sr8N1,I TALL - f A. Sv bmit. I;! B. Shop Draw ln s; ! .,. b. Ind , Profiles , a`�tacYmens� reZnforcin sizes, oonnectnn anchorage., size and t � .steners and a�ccessori.es„ ape of. elevations Y Include erection dr win S . and details we -eaZica g , bl.e:; C• Indicate welded connections Wising Mand Y g and AWS A2 0 �aeld�n s ymibols. by net weld len the 1 e 06 O tALIPTC'ATIONS g A, Welders° Certif, catY em to Submit p y d on the W c Ing Welders the ork ve i.fy ng AWS q'ual -f scat i previous J. moat .� on with Y j h,�.w a.n �EPm� 199 POLICE DEPT ADDYT. IqN & REMODET�,' TZGARD 055001 - 1 0 I, , r ,L r 1..0? FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings, PART 2 PRODUCTS 2.01 MATERIALS A„ Steel' Sections: ASTM rA.316. �. Plates: ASTM A283. C. Bolts, Nuts, and Washers: ASTM 'A325 galvanized to ASTM A153 for, galvanized components. ldin Mate • r�.a1s: ALTs �� • g T33..L type required c�u�.red for material being welded. E• Shop and Touch-lJp Primer: S "PC 15, Type 1, red oxidee 2.02 FABRICATION A• s Fit and shop assemble in largest practicaa. sections, for delivery to site• 3. Fabricate items with points tightly fitted and secured. C• contil'nuou8ly Zeal joined bers by contin uous welds. exposed o s flush and lD. Grind e j int• smooth with h adj scent f ni• sh surf.a ce. Make e� p0 sed dntsbutt t, ghto fluand shhairline• Ease exposed edges to small unifQr 1radius. y Exposed M g ' ink screws E. r boL�s �ua�iobtrusi asten�.n 's Flush counte��-su ew unobtrusively located, consistent with design Of component, except where specifically *oted otherwise Supplr y. components required 'for anchorage of fabrications i ►Fab d relat p same, material and finish�aso�� and . . onents of s :. f abr.lcatlon d ex xcept where spef��: cically noted otherwise 2.03 b'INISRES Ad Clean surfaces of rust, scale, grease, and foreign matter pra ori to fin shin, gn B'4 p s it direct contact with concrete or -Da not r�n�e surade where fa.eld welding 18 require, • EP"'�° 1 POLICE btpT ADDITIGN & RE1�!(:7DFL`, TICARD 0'55b0 SI 9�6 i i I i 1 C ]Prime paint items with one coat. PART 3 EXECUTION .0Z EX.AMINATION A Verify thatfield 'conditions ars acceptable and are reed to receive work. Y B• Beginning of installation means erector accepts xi. conditions g 3402 PREPARATION { A. Clean andstrip primed steel items to bare metal where site required: r. B Supply , items required to be cast into concrete with setting :templates, to, appropriate sections. 3.03 INSTALLATION ! A. A. Tns tall it. from distortion f-Ms plumb and level, accurately fitted, free n r defects. o 3.pow f o r erection loads and for sufficient B• brcient tempor'ar acing to Aintain: true alignment until completion erect�.cn an of ' Of permanontlattachmentsa d install,atio�x C. 1d Components indicated�'l e l�► sae nc,�ated on shodrawis r p , g D. Performs. eld welding in accordance with AWS 01 1, Obtain i `tect/Enr�ineer appraval prior to site cutting E, ain Archy or making adjustIients not scheduled, y After erection b n, vrime welds, abrasions, and surfaces not echo shop primed, except surfaces to be concrete in contact with 3 .04 ERECTION TOLERANCES Maximum Var"aticsn .; From 1uz A h b. 1 ncu noon-cumulative except at record sto Per story, re room floor at space sager files +.ast be 0tl05f . axim4m Offset Prom True alignment: 1/4 incha 3• t SC�EDtLE NOT USED END OF SECTION ' SEP T . . �3 EPT .ADDITION Sc REMQDEI+, T�C .D GSA � D FO�,IC: 0 3 } SECTION 06001 j CARPENTRY WORK PART 1 GENERAL s 0.1 WORK INCLUDED , A. Rough carpentry. B. Schedule. 1.02 RELATED WORK A. section 06114 stood, blocking ion 06410 custom casework , B. Sect �" � C. S-ection: 08210 a Wood ,doors, D. Section 08 . 52 p :- Aluminum Wa ndaws E. Section 087 .2 d 1Hardware. F. section o9goo I carpentry and cabinetwork Pa�,nting: Site finishing of finish t ' REFERENCES 1. 03 1� AM IL-V-13518C(1) Wood Presdrvat'vo. ctrach p urfaCo deal ' 'S ng Compoundro henol and Pentaohlaro henol B. PS I Construction and Industrial Plywood C, PS 20 - American SoftwoodLumber Standard D. NFP National Design S ,eo. Const~ructian. aficatiox for Wood 1.. 04 QUALITY ASSURANCE I A.I Rough, p try Lumber. �lisik ye grade stamp, of a ori cert f.ed h n g c y, Nata:onal F`urest Produots Asooiation (N 'PA) ,, s 1 Y 05 sUBMITTAZ,s' , Not Used p- i 2 BEST 1996 POLICE DEPT" ADDITION RtMODESS � TIG r ARD 06001 I I � i ` I 1 1.06 '' DELIVERY, STORAGE, ,AND HANDLING, A. Do not deliver chop fabricated carpentry items until site conditions are adequate to receive the work Protect i items from Breather while in tr � . ar�sa.t. B3. Store indoors, in ventilatedareas with a' constant ntinimunt temperature of 60 degrees' F, maximum relative humidity~ of 25.. to. 55 percent'° PART- 2 PRODUCTS 2-01 ROUGH; CARPENTRY MATERIALS . .a A. Lumber:, PS 20, graded in accordancewith established Grading rules; maximum moisture content of 19 percent; of F following species and grades: g Stress r I '� . Structural Light Framing:g° group No. 2 grade 2. Non-structural Light Framing: Stress grc.Up Standard grades 3. Stu ddinig b Stress group stud graded 4., Structural structural_ st`.s acid Planks Stress group select No 2 grade. ;. 5. Deans and Stringer;: Stress c-croup select structural No 1 grade. 6 Posts and Timbers: Stress group select structural , l�0 1 grade. g ' Arwood: Sheath,i ® Dou las �'ix• �:1 �'ng graded Nails,, Spikes and Staples: Galvanized for exterior locations, high humidity locations and treated wood; tai Kish •for other interior locations; size and type osuit ppla.cata.c�n. D bolts, Nuts Mashers; Lags, Pins and Screws: Medium carbon steel' sized to suit a i ppl�cation galvanized for ekte� raor locations high humidity locations and treated J, . waodr plain finish fvr other interior locations. . J'oist Hari�ers r Sizedand profiled to suit applications galvanized finsha Fd Wastenerg„ Toggle bolt type for anchorage to hollow masonry Expansion s=hield aril lag bolt type for SEPT 19 POLICE DEPT A.DDITIO.. N & RENZC1DEb, TIOA.RD - 66001 2 f r _ a anchorage to solid masonry orconcrete'° Bolts or power , } t 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 NQtlsed �I 2.04 WOOD TREATMENT Not Used 2.05 FIRE ALO �KINC OF '��.��,� ADN FLOOR' PENETRATIONS A'. All fire blockinge penetrations through fire rated walls, floors, etc. to be done in accordance withpeta.nent code requirements of the latest edition of UDc. 1. Penetrations of cal mocha ' n�. and n electrical piping, conduit, etc. a. Use f ire protection products as manufactured b 3 y ,M Contractor Products - Ihteram System or as approved by the State of Oregon.` 2 .0 i6 WOOD 'TREATMENT A. Shop . ready for deliver to sate Instal pressure treat and Mme wood materials requiring pressure Installation, impregnated preservatives PAR'S' 3 EXECUTION gg 3.01 FAAMINGr FURRING, AND STRIPPING 1 Ad . �, .g .Erect �aoAci. framxn furrinc� stripping and nal�.ng em be.rs true to 11 nes and levels, D© not deviate from true Ili nxnent more than 1 k g_ ,�4 Itch. � B Space members at 16 Inches on center unless otherwi se noted r C. constrict members of continuous pieces of longest Possible iengthsil b. i 9tPT 199E POL'ICk DEPT ADDITIONlRR EMCJDELTIG i . .......... ..... `a Yr i, D. Construe and.perect required built-ups beams, lintels and glue lam beanie.., i 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 cU ing open'imc s G• Coordinate installation of wood trusses and wood joists. !. All bolt' heeds and nuts bearing on wood to be provided with a washer. I All nailing to be per table 25Q of the U.B.Co Fails called for on the drawings are to be common. J. cutting and notching: of ' joists not- allowed.- 1.11 diameter hole i may be drilled in the center 1/3 of the member 1 de pth All other holes to be approved. r K. Studs ma be , y notched in the lower 1/5 of the height of stud for electric and plumbing pipes but no pant 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 dxilled in studs but not in center 1/3 of their height. . 0 2 SiEATHlP1G ANb SCTBFLDURZTJG Place A roof, wall and floor sheathing with end joints staggered. Secure sheets over firm bearing. Maintain . m 1/16 'inch and anaxi.mum 1/8 inch spacing between mihimu joints of sheets on walls. Place perpendicular to framing members, H. Place su �flaoring with end joints 8t*.ggexed. Secure sheets Over firm bearin • Ma .ntain surface flatness of maximum 11/8 inch in 1 o ft or more G Plywood sheatninx, to be standard grade with eXterior qlUeInstal floor sheathing with face grain perpendicular toofsupports p and c i�tagger end Donts, j ..block all: e i g or'a.z��ntal or vertical and c e Install wall she�,th�.ra ea.•ther horizontal s of l g .. thicker blocking Block roof sheathing whore noted on dra p ywood with 2 4 or _ ing's. -See plans for nailing schedule. le03 IN STAL VWISH CARPENTRY VVEMS AND CABINET 'f ORIS Not Used f SEP' 1996 POLICE DEPT ADDITtoX RE ` MODELS 'IC T) 06001 4 'i j 3. 04 SCHEDULE A. Rough Carpentry� y Wcorka 1• Structural and non -structural framing. 2• Build-yup structural beams and columns. . Wall^ a.n'd goof, sheattrin'g„ 4• Wood subflooring. 5,. Preservative treatment of wood members where : required. m Sill flashings undkar exterior framed walls 7 Miscellaneous blocking for membrane roofing system and related metal flashings. 8' • Elocking ,for roof mounted mechanical items'. Behind wall wood' blocking for support of washroom ' acGessoriesrplumbing' to�.le t pa rtit ions P walkcab nets, kit6hen e zi wento stair handrails, stairstangers and guardrail, D. '1 stoppingr 1, Seal allm ' Penetrations vrith cal and electrical device h ode acceptable applied►. materials for particular condition. END OF SECTIOg r' 1 SEPT 1996 POLICE D18 PTIADDITION & R.EM01) I p '�YGA�D C}5. . (� 1 5 d y - , L I SECTION 06112 r FRAMING AND SHEATHING PART 1 GENERAL . 'WORK INCLUDED x,.01 ,, A. Structural floor, 'wall and roof framing. D. Wall and. roof sheathing. C. Subfloor sheathing, and overlay. Y D. Sill gaskets flashing insect guards 1.02 RELA'T'ED 'WORK � ;A. Section 06114 - food Blocking andCurb, nga i B. Section 06181 -,Glue Laminated Structural Units. j C. Section 06196, : Plywood Web Foists, i 1-0j REFERENCES A. ALSO - American Lumber Standards Committee: Softwood ]cumber Standards B. ANSI: A135.4 - Basic Hardwood C1�NS� A208.1 - lMat Formed Wood Particleboard. D. APIA American Plywood; Association. E. NFPA -- National Forest Products Association. F wCLIs West Coast Lumber Inspection Bureau: Standard Grading Rules for West Crust Lumber. G WWPA 1 . 'W'e stern Wood Products Association. F 4 1: 04 I QUALITY ASSURANCE 4 A r Lumber Grading Agency Certified, day ALSC. r PlyTnroad Grading Agency: Certiie by APAP 05, RtdVLATOAY REQUIRMENTS b SEPT 1956 POLICE DEPT ADDITION & REMODEL t TIGARD �J 61 2 7 ' i i 'd L i Aa, Conform to applicable UBC code for fire retardant,� sire and type of fastenerrequirements:. }} Y7 e Conform io t L requirements to achieve rating indicated., f 1..06 SUBMITTALS A. In lieu of, rade stamping' � eposed- o-vae lumber and p.,�ywood submit-manufacturer s certif icate that products meet or exceed specified requirements 1.07 RELIVE RY, STORAGE, AND HANDLING A. More .and protect' P products„ PARI" 2 PRODUCTS � 2. A y. LUI4DER MATERIALS A e 1 Lumber Grading Rules: NFPA WCLIB WWP.A d Be Ikon-structural Light Framing„ Douglas Fair species, Construction ade, 19 percent maximum moisture content cc Studding: Douglas Fir species, construction grade, 19 percent maximum moisture content 2eA2, PLYWOOD MATERIALS Ae Roof Sheathing: APA Structural I, Grade C--D unsandedn B Wall Sheathing APA Structural I, Grade C-aD6 sanded. C e Floor Sheathing.- APA Structural I Crude C-Dsanded. 2 03 PARTICLEBOARD MATERIALS � r Roof Sheathing,. ANSI A208ili wood shave q 5 set with waterproof resin binder ',sanded. faces B o Wall Sh athI s A1VS2 A.2`08.l o good shavings set with orate prOof resin binder; sanded faces C. Floor Sheathing 0 ]S8 I A208.1; 208w1, � wood shavjngs set with waterpracf resin binder;- sanded faces a BARDB�IAR 2 a 04 D MATERIALS Not Used 1.9,9 6 POLICE DEPT ADDITION �' REMODEL TIOUD SEPT PT { 7 2.05 GYPSUM SHEATHING " A. Wall Sheathing: Moisture resistant; Eire resistant; 5/$ inch thick, 24 8inch' si, ed sheets, square edges° water repellant paper faces .0 5 INSULATING SHEATHING Not Used 2.07 ACCESSORIES A. 1 Fasteners: Electro-- Hot-dipped galvanized steel for exterior, highhumidit �t. �'� and rested wood locations, plain finish elsewhere; size :and type to s Alt condition. B. Foist Handers: Galvanized steel, sized to suit joists framin g1 . di.t�ons m 7 and _ccx� anufactured by Teco. c• Anchors: Tole bolt'l t typo for anchorage to hollow masonry,. Expansion shield and lag bolt t e z or anchorage to solid masonry or Concrete. yp B. Subfloor Glue: Waterproof, air cure dispensed• t pe, cartridge E �Drywall Screws: Bugle heady steel power driven type length of three (3) Mimes thickness of sheathing`. g p 15 asphalt felt. Plain �'. Building Pa ere 1Vt�• untreated cellulosic building paper. 2.11,08 ' WOODTREATMENT Not :Used PART 3 =CUTI09' 3.01 � FRAMING Erect wood fr amin members s level g and plumbi, B. Place acc horizontal members laid flat crown side- up p Construct framing members full. length without splices. b. Bridge joists framing in excess of eight (8) :deet span as detailed or at mad-span membe ends of members. rs. Et solid blocking at � Pa L�IGI BEP' ADDITION & AEMOI)tL, TIGAPO S'EP'z' ig�� ,; 3 w 4 1 ; : c 1 r 1 E. Coordinate installation of wood chord metal joists, glue laminated structural ,units andplywood web joists. 4 3 03 SHEATHING A. Secure roof 'sheathing perpendicular to framing members with ends staggered,. Secure ' sheet 'edges over farm bearing. Use sheathing' ciips 'between sheets between roof framing members. Provide, solid edge` blocking between sheets. 13 Secure wall sheathing! �' perpendicular er endicular is wall , p suds i with ends staggered, over, f irm hearing Ce Place plywood sheeting at building corners where w sheathing is being used. D. Place building paper over gall sheathing; weatnerlap , joints. E. Secure subf loor perpendicular to floor framing with end joints staggered. Secure sheet edges over firm bearing. .;attach sheathing with subfloor glue and drywall screws. µ . F. Install plywood to two span continuous random with 48 inches minimum length 3.04 TOLERANCES ' ' . A. Framing Members 40 :11/4 inch maximum from' true position. B. Surface, Flatness of Floor: 1/4 inch in 10 feet maximum. 3 ,6 05 SCHEDULE Not Used END OF SECTION F SEPT x,596; POLIOS DEPT ADDITION REMODEL; 'TIOARD 06112 4 , ,r �a j SECTION 061.14 WOOS? BLOCKING AND CURBING PART . ,GENERAL WOR INCLUDED W A. Cants, .,.. D: docking , r©of openings: C• Wood +� � y{ a 3.ea�++ment s a..® BELATED Waw Ab sect ion 07533 Curbing for roofing, 1. 03 REFERENCES A ALSC American Lumber Standards Committ Lumber standard. ee; Softwood E. APA American Plywood ywoad Association: Grades and C• FS TT-W--571 - Woad Preservation Treating Practices, D 1• NEPA -• National Forest Products Assoeia ion. E• SFPA - Southern Forest Products Assoc at Fd WCLID - Truest Coast Lumber _x � Inspection- Grading Rules for Test Coast Lumber, Bureau Standard G• WW PA -- Western Wood Products A, Assoca:ation o I. 04 QUALITY ASSURANCE Lumber Grading Agency- Certified by .ALSC d a_ E. Plywood Grading Agency3 Certified by APA 1.05 S ' UBMI1'T ,a ALs Provide technical data on wood fire ap.�licaton instructions: treaded materials and SEPT 1..95 6 POLICE DEPT AI7DI'I'It?N & REMODEL; TIGARD r 06114 , !i 1' r I, 1. 1: PART 2 PRODUCTS 2 .01 MATERIALS ° Lumber G,rading Rules: NFPA WGLIB r and W'WPA. , s Be Softwood, Lumber: Fir species, construction grade, 19 percent maximum moisture content. C. Plywood° APA grade G-E, with waterproof gluerunsanded D. Fasteners: dot-dipped galvani ed steel for exterior, high ».._ humidity, and treated good locations; °, r r plan finish elsewhere;' size and type tosuit condition. E° Anchors: Bolts or ballistic fasteners for anchorages to steel 20,02 WOOD TREATMENT A. Food Preservative (Pressure Treatment) : FS TTW-571 A � c WPA ; Treatment C2 u inq water :borne preservative with 0.30 pe'r'cent retainage: PART 3 EXECUTION 4 3.01 SITE APPLIED WOC30TREATMENT Not Used { INSTALLATION AXM brdinat e workwith installation of decking ard suppart of decking at open' g s j l END OF SECTION C SEpZ' 1956 PpI►ICE DEPT ADDITION & RMObt,L r TIGARD 06114 i SECTION 06196 PLYWOOD WEB JOISTS PART C7ENE+'R, Sr 1.01 . 4ORR INCLUDED chord-" and .�' plywood web j OL'sts' for :roof and floor framing Bill Bridging bracing, and anchorage C- Framing 'f or,;o enin s g 1 02 IWORKINSTALLED BUT FURNISHED UNDER OTHER SECTIONS Not Used 1.03 RELATEDW, ORS A. Section 06112 Framing and Sheathing B. Section 46114 Wood Blocking a w nd Curbing. .®4 REFERENCE" ke APS - American Plywood AssocI on, x..05 SYSTEM DESCRIP7�'SOT K. Design Roof Live Load: 25 lbs/sq ft with deflection limited to 1/240. l'i, 06 QUALITY. ASSURANCE A. Manufacturer Company specializingIn man u Plywoodweb ao.ist'8 with three facture of ;m experience. (3 years minimum i Design joists under direct supervisiOn of Profess:i.o EEngineer a iP er�enced innal structural sari ing design registered n State. of Oregon. I� 1.07 RECU'LPaZ'ORY REQUIRENENTS 1"�ai Conform to applicable UBC code for loads, seg smic �oni1 - and ' , zg 1 other governing crteae SEPT ,�6 POLICE DEPT .A.D,DITT0X & REMODtt TIGARD 06156 6196 -= a, 0 i : 7 if L 1.08 SUBMITTALS �. A. Submit shop drawings and product data indicating framing' system, sizes and spacing 'of joists, ' loads and i joist. cambers, bearing and anchor details, bridging and bracing and framed openings. B. Submit manufacturer's installation instructions. 1.09 DELIVERY, STORAGE ` AND HANDLING A. Deliver products to site. More and protect products. B. Transport and store joists in vertical_ position resting on bearing ends. C. Protect, joists From moisture, warpage, distortion du in transit and when site stored. and 41 PARI2 PRODUCTS G 2.01 ACCEPTABLE MANUFACTURERS A Crus i 'Fost corporation. B. Willamette industries, Inc. 2602 MATERIALS A. Manufacture design per UBC requirements Members: S'in le and Double` t B. Wood' chordg , op and bottom chord, stress group and species, per IBCO, Per , moisture content of 19 percent. manuf act., ; g g p Fin er scarf�.n ma ermined if joint nt exceeds` stress limit sof member. C. Web: Plywood graded by APA, ply care, waterproof glue per IBCO and manuf actur er e D a J0lst: Bridging Type, size and spacing required by joist manufact.urera 2,03' ACCESSORIES: AS 'Wood EIoCking Plating Support Members Framing for Openings: In accordance with Section 061141 8 Fasteners: Galvanized steel t hyo to sit application, P i L' p AAAA SEPT 1956 P0 ICI DEPT `ADI��'IIC�N � REMOnETa, TZGARD ` 06196 2 t I wo.. r r t r 1.. '1 2 04 -FABRICATION ry A. Verify dimensions and site conditions " fabrication. l'io to PART 3 EXECUTION 3.01 INSPECTION A. Verify that eunparts and open joists. ngs are ready to receive Beii Verify suff1,01ent end bearing area. C a; Beginning of in means acceptance r p rice of e1St1n fi cQ71C�1t l atYa, g 3.02 PREPARA'T'ION A. Coord' .ate Placement:. af beariri and ° 3.05 'INS ,}� g support items. A. lr"stall joists in accordance with: instructions. wmanufacturer v is B. dacefoists true to line and level. Co' ' Pr cavde temporary bracing unt pPasitic�n 'o° 1' permanent:�y secured. t� fists in plac=e j D. Plane ermanent bridging, bracing, and maintain stanchors to lc-.and in correct Position before Installation of decking car inducing � ,� loads . , . E. Doi not field cut j Qa,sts F. Place headers and supports to frame openings re u°, g �..�ed. G• Pr'ame; openings between jgists with lumber in accordance with !Sect o rd 6114. once Co'®.rdinate placement Of decking Section'. g with work of ti's 3.04 TO EP;ANGES A. Framing Members: 1./4 inchmaximum from true position. END or SECTION SEPT 1199,:6 POtiCt DEPT ADDITION & RE 2' ODEI;, T( ARt) G►61. = 3 , „I 4 I SECTION 06,200 FINISH CARPENTRY PART 1 GENERAL 1.01 `SECTION 3.NCLUDES A. Finish i carpentry- items-, other than sho re�a&�� ' casPwor P P ricated BeHardware and attachment accessories. C. Refer to schednl at end of this Section. 1.02 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Sections 1.0800 and pp 10522 Supply of hardware-attachment � accessories to this Section. x .03 PRODUCT; FURNISHED BUT NOT INSTALLED UNDER THIS & SECTION A. Section 06001: Installation of recessed wood blocking, king, 1.04 ,RELATED SECTION'S E Section 06410 Custo cabinetwork � m Casework: Shap fabricated gusto ' A. w i.network B. Section' 08210 6+Tood Doors. C. section 08520 -:Windows. D. Section 09900 - Painting: Pa i ntiriig and f,in sh ng of r finish ca.rpentr items 1.05 REVEREXCES A. AN`81 ;HP HA ,ti American Standard for Hardwood and Decorative P;cywood. U. ANSI A135.4 Easic Hardboard C• AW_ 1a .it.. Standards a.ndards. D. FS Mk-1 -7_6 Liu-b r; Hardwood. E. FS bftV � A.-130 Adhesive, Contact. F. TRNlA Lb-3 - High Pressure D (jorat.,jve La i nates° C Ps `1 Construction 'and Industial Hardrood d '( DEPT ADDZTIO�+1 & REMODEL TICA . . SEPT 1556 POLICE r RA0620CS, 1 I i r t r i r R. P5 20 _ American Softwood Lumber Standard. z. T. UL -- Underwriters Laboratories, 1.06 REGULATORY REQUIREMENTS A. Conform to applicable UBC code for fire retardant requirementsa Bo Conform to UL requirements to achieve fire resistance r assemblerrating indicated: 1„07 VIELD SAMPLES Not Used 1 .06 SUBMITTALS21 ` E A. Submit shop' drawings indicating materials, component �'. prafiles , fastening methods, ijoa.nta.ng details, finishes, accessories, etc. , to a mi.n�.nitim scale of 1--1/2 inch' to one foot B. submitr p educt data on fire retardant treatment materials and application instructions C. Submit rwo: ( ) samples 8 X 8 inch Y1n szzo illustrating llustratang d wood grain and specified finsk I D. Submit two (2) samples 8 inch long of wood trim. E. Submit fabricator's installation instructions» F. Subma 1 t instructions for use of adhesives, attachment hardware and finish hardware. r ST LTVER� 1.09 D , ORALE, AND HANDLING i A. De ive:r products to site Store and protect products. B. store materials in ventilated_, interior lotat .ons under 'q l p atures of 60 de tees �" and rna�amun I constant Mini intim temperatures relative humidity of 55percent i PART 2 PRODUCTS 2 .01: Not Used sEPT 1.9 6 POLICE DEPT ADDITION & 'RtmoDEI, TIOARll 06,200 - 2 r r 1 2.02' LUMBER MATERIALS A Softwood Lumber: PS 20° QStom grade in accordance with AWI; maximum moisture content of 6 pe- : all speciesr with vertical mixed flat grain, of quality, capable of a° transparent finish. Be Hardrwood Lumber: FS M, M-L-736 Premium grade in accordance With AWI; maximum moisture content--of 6• percent; o all P , with verticalmixed s eca.es lat plain .,sawn grain, of guality'� capable of transparent p finish. ! ' 2.03 SJHEET MATERIALS A« Hardwood Plywood: ANSI/HPHA HP;' premium Grade i accordance with AWI; veneer lumber art n particleboard core materials birch s pecies w, with :face veneer of plain sliced vertical mixed flat grain° 2.04 RAS ' TIC LAMINATE r2A�.�E€2IALS A. Plastic Laminate: 0«050 inch General Purpose Vertical Fire Resistive Grade; p' olort as selected y Architect from pmanufactuarersattern, and fc� fix sh s standards, Plastic Laminate g g B: nae Bacl yin ° High Pressure er a base laminate Without a decorative finish° 0° 02 Paper. `a.�e smooth h surface finis ' r 0 inch thick, 2 05 ADHESIVE A« Contact Adhesivies FS MMM"A-13n; water bash solvent type; 1' Solvent: release cartrid ;omlat compatible S I ge type, with wall substrate, ca able of P ach P ievx t� " durable bond, g 2.06 A, Na Nails: Size and type tt� quit apPlicatican t finish: Plan Coated 13: Bolts Nuts has F Lags, and Screw:!s s Size and t e to suit YP �.ers, Bl�.� ��tenets° ., f inisi7.« pp cation, plain galvanized i 0 Lumber for Slaamxn�:n and floc i g` twood lumber of Douglas Fir species „ Dn g• �.n ° Sof� Primer; Alkydprimes sexier typo! ,, SEPT 1996 ` AOI ICF i D. P.� ADDI TIOIJ` & REMODEL, TIGARD 06200 � 3 r 1 1 E. Wood. Filler; Solvent oil baser tinted to match surface finish.'color 2.01 WOOD TREATMENT MATERIALS S Not Used 2 08 SHOP FINISHING A. Shopfinish work in aIccordance with AWI 'Factory Finishing! Section 01500e PART 3 EXECUTION, 3 0 01. EXAMINATION Verify that surfaces openings are ready to receive work and field measurements are as shownn shop' drawings. instructed by the fabricator. B. Verify , mechanical, electrical, and building items affect' work of this Section are placed and ready to receive this work. . Beginning Of installation deans acceptance of existing substrate 3.02 PREPARATION A. Before installation prime paint surfaces of items or assemblies to be in contact with cementitious materials. 1 ,3: 0 03 INSTALLATION . �n accc�rdanc:e with .�1WI Custom Premium Install wort a quality standard. B. set and secure materials and Components in place, plumb and level. nails, screws, bolts, and with In t h blan ©mponents tram wa.th Wall _ d fasteners . _ by gun application, a � inch on Center* Wall ad" D. Cover exposed edqe8 of plywoodand particleboard shelving and site made Casework with alumi,:un plastic 3/a inch th .ck hardwood edging yldth orf edging to match L th icknes8 of shelving. j E• A ...1.. otic laminate finishes where indicated. Adhere pp �' pla With adhesive over entire surface. fake j oints and cor� nerd ha t14 Latch patterns. Slightly bevel arises. Cap expo.ed edges With aluminum trim. plastic tr%m. SEPT 1596 POLICE DEPT Anj)jTjoM & REMODEL, TlCAPD 06200 4 i L, e. } a. plastic laminate of same finish a n datter p n. 3 ,�8 inch, thick hardwood trI'm Apply laminate hacking sheet on reverse side of plastic laminate finished. surfaoes. F, Install hardware supplied by Section 08712 in,,n' accordance,','' with manufarttirer's ; nstructicns. 3.04 TOLERANCES A. Maximum Variation from True Position: l 16 inch. B Maximum Offset from True Alignment with' Abutting M ing Materials: 1/32 inch. 3.05 , SITE TREATMENT OF WOOD MATERIALS Not Used 3-.06 PREPARAT IQN FQR SITE FINISHING A. Set exused p fasteners. Apply wood filler in exposed fastener indentations Sand world smooth. B. Site Finishing: R.e der 'to Section 0990.0.. 3.07 PROT ECTz?N A. Protect finished installation. 3. 08 SCHEDULE Not Used ENS? O , F SECTION i 1 E 1 i SEPT 1996 ': 6 P LI C� E DEPT ADDITION. " IGAAnDL �,F200 5 ,I I, I S i c SECTION 07212 r. BOARD INSULATION i PART I GENERAL }' ; c 1.01 WORD 'INCLUDED' A. Board insulation-and integral vapor and -air- barrier at perimeter foundation wall' New and patch existing disturbed. 1. 02 RELATED WOR A. Section 07213 -, Batt and Blanket Insulation. 1.03 REFERENCES A. ANSI,/ASTM D!2842 '.Water Absorption of Rigid Cellular Plastics, B. ASTM E96 Tett Methods for Water vapor ' Transmiss on of l Materials, 4 C. FS HN-I-530 Insulation , ' " Board.,.. Thermal,, Ux�faced, Polyurethane or Pel Yisoc yanurate D. , Thermal, F' Polyurethane acid, S HH-I-�X72 GES Insulation Board L y or Poly' 1.04 PERFORMANCE REQUIRPEMENT S Mateon cont .nu ty of thermal of this Section shall provide mal battler at buildang enclosure elements B, Materials of this Section shall provide contir-uity of Vapor and air barrier at building enclosure elements. 1.05 SUBMI ITTALS �ae Pra�rid data,ata on product character istics s performance criteria and limitations, Y. B Manufacturer's Installationtons; Indicate Instruc p 5 eCia � o�, installation and installation tech f Conditions eso environmental... conclit�: required f C Manufacturer s Certif icaate Ce t or exceed s e I I f ed. re uirenon s i1y �h.at products meet a 1b0� MOOR-UP SEhT lg5d POLICE B EtT! ADDITION & REMODEL !TIG 1 I. t i ; {'. Not Used , i 1.07 ENVIRONMENTAL REQUIREMENTS � F .A. Do not .install insulation adhesives when temperature or weather conditions are detrimental to successful installations , 1.08 COORDIPaATION A., Coordinate the Work o with Section'i n 07415 for installation of vapor and air barrier seals,. PART 2 PR OUCTS n 2.o l rANUVACTURERS INSUx��zo� MATERIALS .. ,. Temple-Eastexr 800 !231-6060 Product Tempro. g3. Atlas Energy Products, 404-438-9700 product AC Foam 1. C. Carpenter insulation Coop 800--527-5598 - Product Isodeck GF D. Celotex; 813-871-4811 Product Apache Pyrax E. Termal Systems, Inc. -i' .,303393-194. 2.02 INSULATION MATERIALS A. Polyisocyanurate Insulation Type D: F8 ,HHi--I--i-530 Style; closed cell type, Conforming to the following:` Thermal Regi8t4hCe Aged R of 14.3 Thickness Thickness indicated 2 inch on foundations perimeter. Board Size 48 x 96inch of man ufactutirer standard Compressive Strength Minimum 16 psi water Absorption 1 p n accordance with A,N'SZ/,FigM C355 less than Oil perm in:, Edges square edges Facing iUhfaced EP3' 19 9,61' RULICE DEPT ADDITION JUMODEL: TIOA90 07212, r� i. r s I n T 2•03 MANUFACTURERS - ADHESIVES ; Not Used d x.04I ADHESIVES r ,= A. Adhesive, Type recom ended byinsulatic for application. on manufacturer 2.05 ACCESSORIES` A. Sheet Barrier: Black' polyethylene film f ppl ca tion, b Milthicka or above grade B• Tape. Polyethylene ,y ,ylene self--adhering type, mesh reinforced 2 inch wide. I C• Insulation f'as'teners Impale clip I Of alva i 9' nixed steel, to be adhered meehanically fastened to surface board insult n, length tO suit insulation to receive substrate, capable of securely and rigidly tress and I lnsulat lon in place. y f�astenia:g PART 3 EXECUTION e 3 .01 EXAMINATI01'ST A. V'eri - � µ fy bite ;cc�nd.itions. Verify that subs B• trate, adjacent materials boards are dry and ready to receiv and insulation e insulation I adhesive'° and: C• Verifysubstrate surface is f lat free of o,r�eycomb dins j a.rregul.aa^a.t.ies and materials or substances impede adhes ve bunde that may ` I 3.02 IN8TALLATt0jj FOUNDATION PERIMETER Adhere a two 2) inch wide strip Of polyethylene p y + ylene over 30] int w�:th double beads of adhesive. ;each s�.cle of `oii int seal g , jt Ta �aa.nts. Extend sheet full height o �a%nt I � Adhere boards to foundation Wall perimeter vert B + and horizontally, place boards in a methotj tO mac�m Mize COhtact beddin.. } L g to agger � _ s1 gg de er�d o i y edges and ends tight to ad j aCsnt board and to ' trus�.oz s IFI 3 : 03 INSTALL,AT ON UNDER, CONCRETE SLABS 3 I r i t I 5 E P T 1'9 REM f'OZ,IGE' DEFT ADDITION & REMCJ DEQ, TYGAF2D 07212 _3 I a r a , I I I I I � 1 n. i A. Place insulation under slabs on grade after base for slab has been compacted. B. Prevent insulati6n 'from being displaced 'or 'damaged tabzle � , placing vapor barrier and placing slab. 3.04 PROT'ECTION OF FINISHED WORD '.. A. 'Protect finished Work- .. _. B. Do not permit Work to ' tae damaged prior to coveri ng 1 insulation. .. 3.05 SCHEDULES A. Perimeter foundation insulation. �w. a END OF SECTION, i ` I I T 1556 DDITION REbJODE P POLICE DEPT , TiG,�RI) 07212 4 i z a f i, I SECTION 47213 µ BATT AND BLANKET INSULATION IL: 491-1 I PART 1 GENERAL 1.01 SECTION INCLUDES CF A• Batt insulation and vapor , barrier in exterior wall , and ceiling Construction. 1.02 RELATED I SECTIONS O NS A. Section 07212 Board Insulation. ' 1.03 REFERENCES A. ASTM C665 -' Mineral Fiber Blanket Thermal Insulation La. _ n far.. Light Frame Construction and Manufactured Houeing. i I Fiber faH 521 ' Insulation Blankets, Thermal, Mineral r Ambient -Tem er �a Mures) o ,�. ry I; G• FS HlK-I"6.558 ,a Insulation, Blacks, Boards B r Felts, Sleevin �s t . g (P i pe and Tube overin and �P�r � i Fitting Covering, Thermal (Mineral Fiber, industrial Type) , � 1.04 PERFORCE_ . QEMENTS I 11 R s A. Materials of this section shall provide Contin thermal barrier at building enclosure uitY of g sur� elements, in canJunction with tn.ermal a.nsulatir�g materials in section ion B• Materz als of this Section l shall provide contixluity of r vapor 'and air barrier 't bailding, enclasure elements. 1. 05 SUBMITTALS I I ' '_ o�ride..;data an product char_atter 'Product Data p ' is los, performance criteria and lmitatz0nslo - i B' y tizrer�s�Certificate CertifY that products or exceed .. � _ � meet. c.eed s, ecif it ed re uirements p g. I SEPT 146 ' � POLICE SEPT ADDITION & RENIt�1�EY,;' TTGAPD 07213' . I, I I I ... ....W..,.,. r I 1.06 COORDINATION: , ! A• Coordinate the Work of Section 0719th for installation of vapor and air barrier seals. PART 2t PRQDUCTS 2.01MANUFACTURERS INSULATION MATERIALS � A. Certainteed Corp. ; Valley Forge, PA; 714-6s0-5814ti B. Owens-�Coxninq Fiberglass Carp.; Toledo,, OH[; 503-620-1014. C. Manville 'Corp. ; Denver, Co. 8.00-654-31Q3. 2.02 MATERIALS A. 'Batt Insu lation: FS HH-I-5 21 Type I' - without membranes ` preformed glass fiber batt, conforming to the f©llowing ' Thermal Resistance R of 19 ' wal s R of 30 (roof) Batt Facing, Unfaced B. Sheet 'Ba.r:rier: Black Polyethylene f34.1m for above grade appli0ati0n, , 6 mil thio, C. Steel wire; galvanized; licat �3 r type and size to suit a i, pp i t. D• Ta' e• Tap Polyethylene self- adhering type, meshreinforced, 2 inch' wide. H. Insulation Fasteners• Steel m ale s ir�dle and c • p p lip on f fat metal base, self adhering b , dick ,`ng lengthto suit insUlati'm tha.ckness, capable of securely and rgridly g fasten n insulation iii place. 1 PART 13 EXECttTgCl� 3.,:i 01 EX AMiNATION, that Subst t materials and insulation ate" r rate; adj acen i �y and ready to, r'ce . insUlat o 1 {a i y SEPT i956PO ,ICE ULPeAD01TION' & REMOrAt TzGARD 07213 . 2, I R t y n 3. Q 1 ._ NSTALLATION j, A° Instar insulation and vapor and air b G accordance with insulation manufacturer's' i barrier in nstructions S. E B° Install in exterior walls and ceilin spaces'po . s without gaps C° Trim hisulatioh neatly- to f•it spaces. Fit �.t insulation tight in spaces and ti of mechanical and electrical tight ,to side exterior eervicF.e w. thin the plane of instx anon. Leave no gaps or vni-;is° E. Tape _seal butt ends, f lapped lanrj es, and ,tears • membrane. , ars or ,cuts in F. Metal F'x timing a Place vapor and air Barrie s r on warm side Of tnstti��ta. sea1:> sheet bar , o p and ries oa nts over on la member f a(,q a me Extend vapor and air barrier tight to g full perimeter of adjacent window, and door fraxrtc�s and. o�h er items interrupting the plane of membrane. Tae seal ' Tape a.n placeo: 3.o3 SCHEDT IPs A° Ceiling and Building soffits. R-30 B. R19 roll, faced, ee state Wall Jnsulation p 6 .mil k�arrlP� Vapor C° Sound Wall' s 310: R-11 'rock wool facer AJ s i Sound control at ceiling and sound walls: iTs 1 fibergase u p eet each side srf wall. refaced la 2 f EXD OF SECIIOM t a , } SEPT T l ._ POLICE I A S D Im IO R EMC11 E`1 , TMAik 07213 3 , Ji , C 1 .. .:. .....,...,....: ..,. _..lig ......., ....,_ ,. ,...:.., . a r SECTION 07240 COATED INSULATION 'SYSTEM PART ,1 GENERAL 1.01 ' SECTIW INCLUDES A. Composite cladding of -.rigid - insulation and applied coating. B. Coating applied directly to gypsum board substrate. �^+ 1.02 PRODUCTTHIS S FURNISHED BUT NOT -INSTALLED UNDER SECTION Not Used 1403 RELATED SECTIONS A. Section 09260 Wall exterior gypsum board sheathing. .1.04 REQ ERENCES A. ANSI/ASTM D2842 m Water, Absorption of Rigid Cellular Plastics. B. .ASTM C355 - Preformed Cellular Polystyrene Thermal Insulation. 14105 PERFORMANCE REQUIREMENTS A. Materials of this Section shall provide continuity of 'water resistive qualities at building enclosure elements 111 conjunction nction with backing mat=erials in Section 092600 1 1-0106 SUBMITTALS Ae Shop Drawings Indicate exterior joint pattern and joint details B. Product Oataa Provide data on system Materials, product characteristics, performance criteria and limitations. Ce Samples Submit two (2) 24 x 24 inch size samples I1.lustrating coating Color and texture range for selection D: Manufacturetis Installation Instructions Indicate re oration required. installation techniques and preparation r q jointing requhiremcnts SEPT 1996' POLICE DEPT AD DITION & REMODEL TIGARD 07240' ' W...: ..... ....:. u „, Y'r QUALIFICATIONS E. A• Applicator: , Company specializing in performing the 'work of this; Section with minimum three (3) years docpn-ented experience and approved by manufacturer. .Oa REGULATORY REQUIREMENTS A. Conform to� applicable, governmental codes for flamo/fuel/smoke ratings :for finish system. 1.09 FIELD SAMPLES A. Construct one (1) fJe:ld w,ample 'anel, min. four` (4) ft long by f our (4) ft wade, of system materials illustra:tip method of attachment, surface finish, cdl6.r, and texture;, 3. Locate onexterior face. C. Accepted sample may remain as ,part of the Work. 1-10 . DELIVERY, STORAGE, AND HANDLING A. Deliver, store and protect products. B .: Protect . ct adhesives and finish materials from freezing by : storing -in an environment recommended by manufacturer 1-11 ENVIRONMENTAL REQU IREMENT A.' —temperatureDo not install finish when ambient is below 40 degrees V. E• Maintain this temperature during and 24 hours after ` xn' ' stalletian of finish 1.12 WARRANTY A.. Manufacturer sl a11 'issue to Owner a, written certificate Of warrantyfor ;three (3ye ars cove equipment, etc ring labor ma aerial, - PART 2 PRODUCTS +v 1 MA�1'iJ'�'.AC�TUREFtS IPSO, Inc'. product - R--Wall 206`64 11 4. 80y y-Z`�em Inc via S _ ulation r Product Outs SEPT 1.19 9 6 POLICE DEFT ,ADMTION REMODEL TIGARD 01240 Z s n C. Syenergy Methods,Inc. Product - EIFS 800-221--7663. 2.02 MATERIALS 1 A• Polystyrene Board Insulati molded bead typon Type A ASTM; C5'`78 recom ` Type e, mended by n�anufacturer.o` B. Insulation Adhesive; Recommended by: CIS manufacturer. C. Primer' /Adhesive: ' Recommended by CIS manufacturer. D. Coating Reinforcement: Glass fiber mesh, woven treated for tm ro�� P ved bond Wath coat-ii-ng'.coat-ii-ng'.coat-ii-ng'.g. E Coating: Synthetic vinyl composi tion Modified of r Portland ymer cement air curing, cohtai.ning chopped ass fik�ers color as selected;„ p 2.03 ACCESSORIES , . A• in Fastening: Galvanized metal channel with non corrosive fastener. :B. Pk_;_3:imeter Trim and Control points: Galvanized steel with attachment flanges.; C Sealant Materials: • Recommen manufaoture� . ded by coated insulation ,system .- PARI' 3 'EXECUTION EXAMINATION • Verify site condt A io y t substrate and adjacent materials B» ��rif tha are dr cure and acceptable. �', C• Uerify substrate surface is flat, free irregularities projections, etc. �. 02 INSTALLATION INSULATION insula" 1q A Install in accordance with ianufactursr�s r a.nnStruct�.ons t E: Install boards or gall surface per CIa Manufacturer's Co Place boards -it ,a + arc y i . . e .:gid to cna mite tight points. Stagger verta.ca 1 ojni.s g � butt edges and ands tight tc ad j a6Men' t board, and to protrusions,,, 5 P"I' ' 9 G PCILICE DEPT AbDITION lit. REMODEL., TIOARb 07240 D. Secure boards to substrate by mechanical attachment to achieve � insulation 'surface. �Chzeve a continuous flush 3.03 INSTALLATION COATING � A. Install primer/adhesive, coating and reinforcement in j 1 accordance with manufacturer's instructions. ,a B Apply primes/adhesive` to, a minimum ',hickness-' of,, 1/16 inch ante Billy erabed ,reinforceme;it wrinkle free. ) C• Lap reinforcement edges and ends two (2) i'nches. D. Install per' trim and control joints. : !: E• Apply finish to a minimum thickness of, '5/16 inch.' F• Apply sealant at finish perimeter and control joints in accordance Frith CIS manufacturer's recommendations. 3.04 PROTECTION OF V 3NISHED WORK A. Protect finished Work• ;. B. Do notp ermit finish surface to become smile d or damaged, q NT 3,05 CI.rEAN"'VT7 p A. Clean adjacent materials, surfaces andwork areaa foreign materials, spatters, drips, etc,,, of i 3.06 SCHEDULES s Exter • iar: Type D insulation2 incheg thick unless ted on the drawings, re of orc o herwise no ement and coatin f in'8,h sand f in sh in col ,Architect, � Y Must a tedy the t h ekistin at s y or �elr c match g f END OF SECTION r S EP. 1§9 POLICE LTCD�PT ADDITION' & REMODEL TiCAHD p�240 .. it MW15i4. f i , SECTION 07533 ELASTOMfER.IC SHEET ROOFING MECHA ICALI,Y-ATTACHED -"CONVENTIONAL PART 1, GENERAL SECTION INCLUDES A. Insulation, mechanically attached . membrane �:oofing, base f la h s, roof ing membrane 'expansion ion - strips, s �.ncx► ballast o oun°terflasnings Joints cant ovF r and c 1.2 PRODUCTS FURNISHED BUT NOT INNSTALLED' UNDER THIS SECTION Not used. 193 PRODUCTS INSTALLED BUT NOT FURNISHED IN THIS SECTION Not used. ' 1.4 RELATED- SECTIONS Not Used 1 5 REFERENCES A. ASTM C177 Test Methodfor Shad Transco State thermal Properties by Means of the Guarded Het ,Plate. -scion . B. ASTM C578 Preformed, Cellul.ar Polystyrene Thermal Insulation. C. A8TM C723 - Perlxte Thermal Insulation Board. D. .AGNS I/ASTM D412 -- Rubber Properties in Tension _ ANS I f E ASTM D746 Br'ittl eneaS Temperature of Plastics and Elastomeric by Impact+ F. ASTM D6'24 Rubber Property - Tear Resistancd, ASPM[ D822 Practice for operatin . Lx ht and, } YP g ° ttiator-E osure P Apparatus (Carbon-Arc) T.. e for Testing paa.nt, Varnish, Carbon Ar L,apCquer, and Related Products } 4 ryy. ASTM D1004 Initial Tear , Resistance of Plastid Film and Sheeting �- gtub ber Property Barometer Hardness. ` I STM D224n 1�, 5 7 e ASTMT E95 Teter 'vapor Transmissio' . n of Materials �i SEPT 1996 POLICE DEPT A .. w ADDITION ,& REMODELj TIG,A,��u 0753.3 i t K. Factory,Mutual (FM) Engineering corporation - Roof Assembly 5 Classifications, L. FS RH-I,--526 _ Insulation .Board, Thermal (Mineral Fiber) . M« -I-529 Insulation Board, `thermal (Mineral Aggregate) r. N. FS RH--I--530 Insulation Board, Thermal l (Urethane) . . 0. FS Hifi'-I-�551 Insulation Block and Boards Thermal (Cellular Glass) ., --I-5351 F� LLL--I-535: - 'In' sulation 'Board, Thermal (Cellulosic Fiber) FS L�,L Q. Roof in Contractors Association NRCA ;m._. National � ( ) - Roofing and Waterproofing Manual. t R. SPRI Wind Design Guide' for BallastedSin le FIT Roofing w } Systems. , g y g S. Underwriters, Laboratories (UL) Fire Hazard Cl a' Is 1,i 6 SYSTEM DESCRIPTION' A. Eiastomeric Sheet Membrane conventional Roof inchSystem: One Ply, , membrane system with vapor retarder, insulation, mechanically attached'', membrane ! 1.7 SUBMITTALS A. Submit under provisions of Section 01.300, H3. Shop Drawings-. etti g p p 'Insulation, oint ; � or term. � nation n ...,Ian for tapered , indicate s detail conditl,anss eonditzons of interface with other taterials , paver ballast cover pattern. Product Data prov5 de characteristic on ripe C° mbrane materia g , P s fl Kashin materials insulation, va or retarders, pavers D: Samples: Sutwo x 24 incl in size illustrating insulation ave s r 2 Pr lManufa z . 'ori instructions: indicate special E. cturer s Inst�.11ata. t Precautions required for seaming the Membrane. F Manufacturer's Cert'if icat+e. certify that: Products meet or specified. g Mini, 20 year ' material re..uirements - � ' y warranty. on year on Labor. G. 1 Manufacturer o p mit : under provisions SOction 01400,s Field Fie ort d Sub'... . Of SEPT 139 PQL►Ic'E DEPT ADDITION &; ktMobft TIGAAD 07533 "�' r H. teportso Indicate procedures followed, ambient temperat ores, Ye humidit wind velocity during application, .P a..$ QUALIFICAT arcs , A. Manufacturer:er. company,an p yspecializing in :manufacturing the products specified in this section with three years documented experience. B. Applicator . Company ,specializing in perfarman thet �s section with work cfYears documenexperience and a rov by system manufacturer, P �d UP C. Work of this section to conform to NRCA Roofing manufacturer r s instructions. and, 1.9 REGULA'T'ORY 'REQUIREMENTS A• Conform to applicable code for roof assembly fire h requirements. Y azard B• Underwriters Laborato:r'es, Inc. (UL) . Class A Fire Classification Hazard Y Engineering p , Factory Mutual En .�neerin Cor orata.on �M Roof Assemble:. classification, , ation, o£ Class 1 Cons't'ruction, grind Uplift' . , accordance with FM Construction of 190 1n Bulletin 1-28. 1a10 MQCKUP . A. Provide mockup of roof memh,t:,ane system and associated ' components and accessories unde provisions of Section 01400. 14 B. ,. Mockup size.,,ze feet, inciUoinq vapor _. r etander,insulation, ballast cover and tf1ashangs YPi al base and counter C. Mockup delivered to Architect. 1..11 PRE-INSTALLAT:IOI N' CQXFEFtENC E onuene one week rior , . A r C , this , p to commencing work of this section, , under proVisions of Section 01039. Re't� ` relates! Work + ` rdinaton required with �.ew �-h0tallation rocedures and coed 1.1.2 DELIVEPY; s2"flRAGE; AND AANDL±90 u I�leliv`er, stare; retest az" A• �d hand e products to site un p provisions or Section 0 .600. :. der , S EPS1.9 5 F POLI CE DEPT ADDITION REMODEL TI ARD t t175J3 3 f B. Deliver r products .n m nufacturer s original containers undamaged.is an dry, d labels int C. Store products in weather protected envir®nm grent, clear oground and. moisture. 1. 13 ENVIRONMENTAL REQUIREMENTS A. Do nod apply rraofin Membrane mbrane during inclement weather (ambient temperatures below 40 degrees F or degrees F. alive' 100 E. Do not apply roofing membrane to damp or frozen deck surface. < Cm Do not, expose materials vulnerable to water or quar�t�.ties greater than can be weatherproofed dui n un damage gsa�nte day. g qq w Is14 COORDINATION , A Coordinate work under provisions of. Section 01039. B• Coordinate e work with the installation of also C th ciated metal flashings, as the work of t�h's sect, Ion proceeds 1.15 '4tTARRA,NTY Aa Provide year warrant and l0 year warrant provisions sof Sect' y x under �.on 01700. B• Warranty: Cover damage to building resulting from failure to rev penetration of waters �, ent PART'12' , PRODUCTS MANUPACTURERSMEMB " RANE MATERI.AL- �. Firestonee B. tither acceptablO manufacturers offerin E uiva g g leaf products 4 � • Carlisire Rubber, 2 X011e. ' E � nergy Systems. • ' Stevens ProdUct EP 'Will be considered eg' ual. Schulleer p • C4 Subss s Under rovis�.ons of.. Section 016010. titution 2 e 2 M-M3RANPjAND ASSOCIATED MATERIALS' SEPr1' 996 Pt3TrICE DEPT ADDITION REMODEL TIO 2IJ 0`7533 4 ..� ., 7; A Membrane: EPDM 45 mm thick, color as selectee; :confor�nin g to the f ollo�ring criteria o Properties Test Results 1' is 1 Tensile Strength: ANSI/ASTM D412 1400 ps Elongation: ANSI/ASTM D412 300 Hardness -' !Shore A:, ASTM D2240 60 -�/ 10 Thar Strengths� �- ASTM 1D624'- 125 'lbs/inch min. ' Water Absorption:, ,ne :ASTM E96 Proc BW Moisture Vapor Perms: ASTM E96 Exposure ASTM D822 -- Low Temperature, ANSI/ASTM D746 500 45°C) Drittlenes : B. Seaming Material's: As reconunended by membrane manufacturer. - 2.3 MEMBRANE FASTENERS A. Battens. Per Mf g° B. Disc Washers and Screws: Per Mfg. r 2.4 SUBSTRATE CaTER1NG MATERIALS r { A. •��.re Resistant j ' cit Sheet Vapor Retarder Conf0tm: ng `to UL rec uirOments, Per Mfg e requirements 2.5 MANUFACTU'RERS INSULATION. A. Celote Product: Thermax Hy-Tec Plus D. ManVille Product: Fe8co-Foam. C., international Product: 180-Pert, D4 'Substitutions Under provisions of Section 01600. 2.6 114SULATIO surf ace icoatec n w -with 28 -526Glass fiber rigid board, top lb Square , asphalt and Xraft paper,waah the fllowoing characteristics: .Board S� 48 x 96 inch Theri1jall 66419 min. F Board Edges: square, i Aa Insulation. ASTM C726 I Expanded perlite mineral aggregate 8t PT : a' µ� Z' 196 POLICE DEPT ADDI'x'TC1N & PEI►2QDFL,_, T;LGA.Rt) 075,33 �- 5 1' t, ,I "i J1 d� �i , board; with the following characteristics: �. Board Size: 36 x 48 -inch mina Thermo Conductivity: R7 min. Board Edges: Square. .. i B. Separation Sheet: Per Mfg"q• requirement CoCushion Sheet: -Per Mfg.,-,requirements 2.7 FLASHINGS � A. Flexible Flashings: Sane material as membrane' B. Counterflashings: Metal, as specified in Section 07620. Ca Prefabricated Control or Expansion Joint, Flashing: Sheet butyl over close cell. foamy backing seamed to metal flanges 1.8 ACCESSORIES A. Fiber Cant and Ta erect Ed a Stri s: p g p Preformed to configuration as detailed. B Sheathings Joint ' 'ape: Per Manufaacture'r Coll Insulation Adhesive: As recommended by insulation manufacturer. D. Insulation joint Tape: Per Manufacturer. E. Roofing Nails: Galvanized or non-ferrous type, size as ea e u�.r r q to suitpplieat�.e a na a F. insulation Fasteners: 'Appropriate for purpose intended and approved by =ss Mutual anal system manufacturer; length q of materbal with metal washers. re uired for G commended by membrane matufacturer . nt5. � A� re ' cola_ , H. Strip Reglet Devices: Galvanized steel; msimun possible lengths per oca tion p with at tachmeht flanges 2.5 BALLAST COVER Noir Used PART 3 EXtcuT I aN -3 01 EXAMINATION SEPT 199f6 POLICE DEPT .AD�3MO N & tFT+ o�?ELt TIGA.D '07533 6 u 1: i i i r r' A. Verify that surfaces and site 'conditions ns are ready to receive B. Verify, de ' deck IIs supported and 'secure C. Verify 'deck is clean and: smooth fre or e of dp rose projections, properly sloped to drains.� Ions, w�av�s, D. Verify deck surfaces•-are dry and- free dry deck by moisture meter with 12 perCent1owma'or ice: Confirm isture maximum. E. Verify, adjacent precast concrete roof flush.than 1 j'4 inch in height, Verf Guy ere do not vary c. ush. y Verify g keys are filed' { Fe Verify roof openi :through roof n®s curbs, Pipes, sleeves , and ventsare solidly set, c , rps are np lace. 3.2 ' PREPARATION - C �� u ONC,RETE DECK Ae Fill surface honeycomb and variatia ns with latex filler. 3.3 VAPOR K..; RETARDER APPLICATION A: A retard to deck surface ' accordance vapor re with adhesive in dance �a�.th m�anufactursr's instructions. E. EXtend vapor retaeder under cant ,strpedge. is and blocking t o deck C. dap f legible: f lashing over vapor barrier Of provide cc�nti�+au ty of parr.barrier seal. of wall construction 3.4 INSLII TION APPLICATIONii sure vapor� En p retarder is ean an A. d dry4 y Apply adhesive to deck in accordance with adh csive and in n manuf'a.cturer's instructions Embed insulation adhesive ' rith f ull contact. into f, C rApply adhesive to the top surface of insulation. r r `' i. n. Embed the second layer © insulation into adhesive. s.. _ staggered minimum 6 inch from OL hf of first `with j Oirats layer,, D Place the constant thickness first st layer and the tapered css insulation zecond p d layer to the required slope pattern 3n accordance with, manufacturer s mist ructlons. Ee Minimum Total Insulation Thickness. achieve an average R value >of ch As:: required 'to { Z L:h , 7 _,for taperednsulatian DEPT' ADDITION & ;REN!(7D SEgT l ETA T IGAR �3�6 : pO � D 07533 iW 4 r ' J i F. Place boards perpendicular to deck flutes with edges over x., . flute surface for bearing, support. G Lay boards with edges in moderate contact without forcing. Curt insulation to fit neatly to penetrations through, roof, perimeter blocking and around. H. Lay tapered boards for a distance of 1.8 inches back from roof drains for- PositIve- drainage., „p I« Apply no more insulation than can be covered with membrane in same day. J. Tape joints of insulation in accordance with manufacturer',s instructions. ''insulation M... 3 .5 MEMBRANE APPLICATION A• Apply membraneand, mechanical attachment: devices in accordance with manufacturer's instructions. JB. Install mechanical fasteners in accordance` with manufacturer"s instructions. C. Roll out membrane, free from wrinkles or tears. Place sheet intolace without ithout stretching. D. Overlap edges and ends and seal per manufacturers standard, minimum 3 inches. Seal patrmanently waterproof. Apply uniform bead of 'sealant to joint edge, R. A l ori pp Y. :j !f tapq and seal., V Extend membrane up cant strips and minimum rw p m of 8 an..hes onto vertical surfaces. O. Sea, l membrane around roof penetration s 3.6 FI SHINES AND ACCt8S AJt8 A 1. flexible fla whin s �,; g to` seal membranevertical: y to . elemonts Be Secure to nailing strips at 4 inches: C Instal3rp.. efahricated roofing control and expansion in to . s a isolate roof int ctureris �.nstruct s indicated in accordance with i long. manufa, Coo tal. rdainate ih8 :. sated flashZngs, lat�on of roof drain. and re P T 3.996 PoLl ct DFpT ADDITION ZQda RENIODJBI, 0153 • 3 8 i. 1 C E, Seal a f lashings s hl ng s a n d flan es 0 � f ' item m s e p ne�rafizng membrane. 3.7 3ALI,PjT INSTALLATION Not Used 3.8 FIELD OUALITY CONTROL A Field, inspection and testing' ' r w111 be performed under Section 01, o�ra��ions of Sectio 400, E Corrct--t identified' defects or irre gularita.es. C. Require site attendance of rocfin ah mnu �icurers daily during installata insulation 'materials on, of the Work. ' 3.9 CLEANING A. In areas whe r , refinished ! surfaces are s�ai1 ed b Word o f t section con suit manufacturer of su17Faces for his orm to their d©cemented nstructi cleaning 'advice ons. and co of E. Repair or replace de Work of this section faced or di f " igured finishes caused bar 3,10 PROTECTION ti A. Protect building ng surfaces against dame c frflm roofing i ng work e E Where Itraffic imust continue over finished r p"" ooh membrane; Protect,, surfaces i. END OF SECTION I SE PO Pf1" 199 LI � �� T3E�Z' .AD�Z"�'YGN' & R�NIODEL �IO, R 07533 -- 9 a. T x E;. i' , i SECTION' 07620 SHEET METAL FLASHING ANDTRIM PART 1ENERA 4 G L 1.01 WORK INCLUDED A. Coping g paraget `and` cap f Lashings Be- Counted lashiings over base flashings. C. Counterflashings a°t roof mounted mechanical °`e ve qua.Pment and n.t o�acks, 1.02 WORD INS'T'ALLED EUT FURNISHED UNDER OTHER SECTIONS Not Used .. 1.03 WORD FURNISHED BUT INSTALLED UNDER OTHER SECTIONS Not Used ': 1.04 RELATED WORK F ; blockin .; A. , Section 0600 .: Woad g nailers, and grounds. B [reGtlo + n, 07533: �ModifiedEl.astomeric: Sheet Roofing: B. S F a ' C. Section 07900: joint Sealers. I?. Section 09900: PAihting:, Prime and finish painting. 1.05 REFERENCES A AA `(Alxminum Association) Aluminum Construction Manual: Aluminum' sheet Metal Work and Building CotistructJon E ANSI ASTM 4332 -- Solder metal ' C. ASTM' A525 Steel Sheet Zinc Coated; Galvan.i,Zed by the , Rot-L7.� Process D n '?JSTM B -- 09 Aluminum and Alum num All oy sheet and Plate. E AS'T'M D 226 Asphalt Saturated Organic Felt Used ih } Roofing and Wate—'rpoof rig:N .. F � FS O"V-506 - tPl,uk, 8olderingy Paste and Liquid. G. NAAMM Metal .Finishes Handbook SEP T 11906 POLICE DEPT Abbl. TION & AtMObtti TTGARL7 076 l i f r , d t JL H. NRCA (National Roof ing contractors Association) Roofing Manuals I., SMACNA ,Architectural Sheet Metal Manual. li 11.06 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, I*07 QUALITY ASSURANCE A. Applicator: Company,,:,specializing in sheet metal flashing ' work with three (3) years minimum experiences 1..08 ELECTROLYTIC PROTEGI'ION A. Wherever metals of different galvanicrange are to be in contact, provide industry-approved separation by bk`',,uminous paint coats, bitumen saturated felts, or tinning, as applicable and approved by Architect 1.. 09 STORAGE AND 1 ANDLSNG A, Stack preformed and prefinished material to prevent twisting, bending, or abrasion,' and to provide T 7Cy o 1 ./eht 1.. at . n e: i i I PreVert+ r staining,contact with materials during storage which snag cause all8coloration stainin or damage. 1. 10 WARRANTY A: see Section 07535 - Item 1.07A: PAk2T 2 PRODUCTS' 2.01 SH 'El 'MATERIALS A. Pre -coated Galvanized Steel: ASTM 'A525, 0904 24 gage cure steel shop p p coated with 2 Mill e coating of Architect -- selected color. Match existing wall color: 2.02 AICESSORIES h soft neoprene at washers e�" osed fasteners: A: Ea8tenere: Galvaha.2ed stee]L wa.t p SEPT 1.996 POLICE DEPT ADDITION & 'REMODELt TIGARD 076,20 =-' 2 n. y f. E' ym TM D266 asphalt saturated Be underly ent: AS , No. 30 roofing felt �. i Metal 1 Pr a.mer Epoxy. ` D. Protective Backing Paint: Industry standards. E'. Sealant: Type specs° .fied in Section 07900. F. Bedding, Compound,: Rubber-asphalt. C. Solder; FS QQ-S-57316; ANSI/A."TM FD2; 50/50 type. H. Flux: FS 0•-F--506. 2. 03 FABAICATION A. Form sections sect ns true to shade, accurate in :�Ize square, and free from distortion or defects. Be Fabricate cleatsand starter stripsof same as sheet, manamum two (2) inches wide, interlockable with i sheet, C. '.dorm pieces in longest practical lengths. D;, diem exposed edges' on underside 1/2 inch, miter and seam corners. E" Formmater' le lock standing,` seam. a,al' with daub � V. Solder and seal metal joints in gutters, After so ldering" remove, flux. Wipe and wash solder joints f clean. G, ' Fabricate corners fx}gym one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant. 14 Fabricate vertical faces with bottom edge formed outward 1,f inch and hemmed to form drip j u 2 e04 rINIS I E ' Backpaant concealed. metal sur faces with protective ective amdry fa%m thickness� 15 Mile paii,it to a jnn : um ; , EXECUTIO T PART 3 1, 3.01 INSPECTIO l S PT 6 POLICE PT A00Z Z'IO & REMODEL 'I'IGARI7 CD 7 2 f1 --' 3 r I u. A. Verify roof, openings,, curbs t , pipes sleeves ducts o vents through roof are solidly set, and nailing strips located Ro Verify membrane termination and base flashings are in .... place, sealed, and secure. C. Beg ihna ng Of installation means acce conditions ptance of eexisting � 3.®2 PREPARATION A. _ Field measure site conditions prior to fabricating work. ; R. Install starter , and edge stri s and � �a. p P cleats, before starting installation. C. Install surface mounted reglets tri,e to ' lines and leuels Seal top of reglets with sealant. E9. secure flashings in place usx°c ng concealed fasteners. Use,eeposed fasteners only nlocateons approved byArchitect/Engineer',, :. E. sock and seal all Joints. Fo- Apply plastic cement Compound between metal flashingsand ;felt f lashings C. g place Make Fit flash' s ti hit in corners square, {y surfaces true and stra.3 ht in lanes , a to profiles. g , p � and lines accurate H. Solder meta. 'pints, watertight for f u I I metal surf ace contact After soldering clean with neutralizing solution and rinseWw4.th �. wat�lr. 3«0 3Y NSTALLATION Not Used I 3.04 SCH.WUtF Not Used ? `I is E 'D OF SCTIOIV . } a ,y i PoLICk' sEpT 1,996 .. n. ;. e �; e DE1�T �,bDTTIC�T� & &zEMI�DEL T1CAF�D ��6"'G1 4 � 'V r f. SECTION 07710 PREFABRICATED ROOF SPECIALTIES PART 1 "GENERAL 101 WORK INCLUDED A. Roof ventilators. 1.02 WORN FURNISHED BUT INSTALLED UNDER OTHER SECTIONS' Not Used 1. 03 RELATET? WOP Z. Section 06114 -- Blockilr and g curbs. f ,. B. Section 07533 - Roofing. .;, offing, CP Section 07620 - Sheet Metal Flashing and Tran. D, Section i 07�A0 - Sealants. k.., 1.04!, SUBMITTALS Not Used _. FART 2 P RODrJCTS 2.01 ' ACCEPTABLE MANUFACTURERS A. Penn 'Vent Co. B. Brod & McClung _ Face CO* ;a 503"659-5880i 2, 02 COMPONENTS A• Fxed R©of Ventlators 'ur j y tall c®millet : 1oil t � raundl throat::..Diameter Penn Type WB ins , Pprov�ed b Omega Unit ox egiaaY a ma nufadturecx , ite�at Un�.t shall be � Verit�.h st. i llatos mounted on Perin Sonotr +ldao� { am curb: Prr�v`ide dor hood ' GleUnibe d arance' from roof 1e 'f o have m a7i um 6�v :L Units must be se+ ured to meete E nmum) , gzQn wind demaride 2 Provide " with bird SEPT 1906 PQLICL bEpTil ADDITION & `RE1�I' DEL TI rGRb1 07710 - w,.: { i 3 Number as calle -- � �o � on I drawings. . 2.03 ACC ESSOItgES Not Used ' 5 2.04 a TN ISH E S A. Pvc c6ated galvanized weather cover.' PART 3 EX'ECUTI01i r 3.01 INSPECTION A. Verify that roof mel brave, base flash n and g o other 1 ms affecting work of this Section are in place and Positioned Correctly. B Beginning :' of installation means acceptance of existin conditions. `� 3. 02 INSTALLATION''' A. Install :Components . in accordance with ,instruct'. manufacturer�,� ". tal - ions. ,I B C16or nate roofing membrane and base flashings with instal latiomi Of components of this Section.' Coordinate installation of sealants and roofin cement with work - d I o this Se cta.on to ensure watertighthess o i s � 1 END OF SECTION I ,1 i sEpT 1996 POLICE 'D2PT A DD ITION � �EMO . . ���,TzcAHi� 67710 - i is r is a SECTION TrON QO JOINT SEALERS PART ,1 , GENERAL 1.'1 SECTION INCLUDES A. Preparing substrate surfaces,­ II. Sealant: and joint backings 1.2 RELATED SECTIONS AY Se ti 03001 — Concrete: Sealants re aired in conjunct on. With concrete. w�.th oast- inq Section 07240 Coated insulation f EY :or c � system � Sealants r oated insulation systema egui ed CY Se ction 0 # 1533 Ela sto merit Sheet Roofing: Sealants requiredinconjun„tion with roofingY Section 0 con un t�.c�n Sleet metal a Sealants required r 7�2 with metal roofing, in E. Section 081 .1 Standard Steed. Door Frames Sealants re ' in conjunctzon with door frames. wired ' F Section 0 11 7240 -• Coated Systems: Sealants required, conjunction with aluminum wndaws and red in joints,, etc G. ecti.on 08800 Glazing: Secilants required Withmethods. � C� in conjunction � gl�z z�g '�unc,tion ti .,3 REFERENCES AY ASTM C79'0 - Use of Latex Sealing COM aunds, ASTM 0804 - Use of S01vent•-Reli6ase Type Sealants. lams o C ASTM C834 -- LatexSealing Compc]unds Y 1 Dp C91 � L+s, ASTM �- Use of Sealants in Aco k ust-R al Applications, i EY ASTM 0520 Elastor�erio J'cint. Sealants .� FASTM D1056 -- d Flexible Cellular Materials Sponge n�' aRubber cr Expended G. D�.565 �'lexi ASTM l ble Cellular, Materials -� u nil Chloride Po and Copolymers (Open-Cell Foam ymers SEPT 1096 POLICE DEPT' ADDITION & REMODEL TZG i ARD 07900 F H. SWRI (Sealant, Waterproofing and Restoration Institute) -- � Sealant , and caulking Guide Bpec.ification. 1.4 S'UBM'ITTALS A. Submit under provisions of Section. 01300. �. Product Tata: Provide data indicatin characteristics seal-ant chemical , _performance criteria,:, substrate, preparation, limitations, and color availability. C. Sample's Submit three samples, l/4 r�. x 3 inch in size illustrating sealant colors for selection. D. Manufacturer's Installation Instructionss Indicate special procedures, sur requi special preparation, and perimeter conditions q g p �ecxa 1 attention. .5 QUALITY AsSURANCE AD Perform work in accordance with sealant manufacturer's requirements q y for preparation of surfaces and material a installation' instructions.; , 1.6 QUALIFICATIONS A. Manufacturer e specializing in manufacturing e Companys ecxal.xzin Products Specified in this section with minimum three ea th experience year 's B« Applicator. Company specializing in this section with m�.n Performing the work of imum three years experienced 1»7 MOCKUP A• Field tE,st: Prior to installation of es a joint sea;l.ers; field ate their adhesion to joint 'substrate As rec o mmthddo in e ASTM C 962 s ] . Construct mockup with specified: sealant types and with other componentsi rooted a f'C o Locate _1--There directed. D. Acceptable mockup may remain as part of the 'Work. d£� ENVIRO tNTAL tQTJI9Ei4tXT8 nanufa tuner d a a ded b the sealant A. Main P rat tre and humid xty reco mmen y wring and z.fter installation: # SEPT 1396 Potict :DEPT ADDITION & REMODEL. .�IGA,..... . ... �. Rll 07900 e 4 l a p G , V 19 COORDINATION r A. Coordinate work under.~o�isions :of Section 01039 B. Coordinate the work with all sections referencing this section. E t PART 2 PRODUCTS 2.1 MANUFACTURERS A. Wet Sealants 1e Dow Corning , CorPporation Midland MI I. wine, CF.. 2. General Electric Co. , Silicone Products Davision; Waterford, NY. 3. Gibson-romansCo.. ;Gibson-Homans C©. , Twinsburg, Off, Portland,,, OR. ; N 4. Horn, A e C. , -Inc.; North Bergen XL .1, �. Meadows, W.Ref Inc. ; Elgin, I .. 6. Pecos Corp. o Harleysville, PA. a 7. P.R.0" , Products Research & Chemical 8. Protective T reatments, Inc. ; Dayton, OH 9. Sonneborn Building Products Division, RoXhord Chemical Products; Minneapolis, MIS. Th oro S yS 4.e m Products, Miami, -FZe �}a 11. 'Will 16ams Produots, Inc. ; Troy, MI. B Dr Sealants its. 111bri ck V8A Ttoyi Mi 2. F.N. Maloneyii i 3. Norton Company, Sealants Di vI iOt i Granville, NY, Sparks, 1 NU �. Protective Treatments, Inc. ., Dayton. OH 5 Pull Corp. ; Hedford, VA, Seattle; WA. gg 6. W1 .Hams Prod c s, Inc: ; Troy, MI: SFP'�C" 99Ca VOt!CE DEPT ADDITION & APAoD13L, TI(3ARD 07900 i i C. Backing Materials I.' Meadows, W.R. , Inc. ; Elgin, IL» 2 Sonneborn Building : Products Division, Rex ord Chemical Products; Minneapolis, MN. 3 Williams' Produot's, Inc. ; Troy, MI. f 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. D. One Component Interior Nonelastomeric Sealant 1.,' Acrylic-Latex, S-1 ASTM C 834, Acrylic- Latex No. 1345 by Gibson-Homansi Esaply ALS by W.R. Meadow's, Ar-20 by Pecora, Sonolac by Sonneborn Acrylicalk by Thoro System, Sikaflex 419/42,0 by Sika. C. One Component Exterior Elastomeric Seall.ants 1. Prolysulf.ide, S-11: Hornf lex -One by A C. Horn, GC-9 by Pecora, PRC '5000 by Products Research, Sololastic 1-Part btyy Sonneborn y Thorospan by Thoro System r S kaf l ex 440 by Slka4 lyurothane, 8-12.4+ �7ulkem , by Maeco, t 45 116 and Zl8 2 Sikaflex la by Sika, Dyna8eal w-•100 by Williams Productse 3. Acid type silicon rubber, S-13e Silicon or 795 by Dow Corning, 1200 by General Electric, 363 by Pecora. 4. Non-aca. d. t e s i l i con rubber, s-14: 790 or 795 by Dow I yP d Corning Silpruf 2000 by General Electric, No. 1050 by Gibson -Homans 5 a H�ipalon 5-17 e Eternaf lox Hypalon No. 1120 by Gibson" Homans 6 Neoprene, S-1$4 Eternaf lex Neoprene No 1010 by Gibson- i Homans D. Ono. Component interior Elastometi,d Sealant s 1 N�nacld type e�3.�.�.�✓on rubber sealant, 5m-15s S.RSe a Paintable by Dori Corning, 1700 by General Electric. SEPT 11.996POLICE DEPT ADDITION & REMODEL, TIGARD 07900 4 r P 2. Acid type silicon rubber sealant'. 5-16 e fixture s caulk by Dow Corning Plumbing ° Two Component Exterior Sealants 1. Polyurethane,. J22. No. 10.71 0 ur Homans, 227 :by Mameca, Sonolasti NP =grbdeo C .vso,n- y nnebor.n 2. Fol ret ane," SdZ'3: ; h . No 1075 gun gradenby, Gipson-Homans "• Nonskinning Mastic Sealants ,. Palyiscbutylene Metal Seal Masta c Protect 31: PTI ens.Treatments. 404 by 2. Polyisobutylene Acoustical Mastic 5--32 21 by Miracle, Adhesivese ` Sound Control 2.3 Dgy SEALANT47�t A. Building Tape Sealants i w. 1. But Polyisobutylene, -S-41: PTI 606 b Treatments Y protect - Yl 2 Foam Neoprene A S-42: ASTM D 1056, Closed F'.H. M'a�.onoy, 104a Sera-es �'N1 b W -. ell. Sponge bar Y lllams Products. 3 Kcal Foam 43'.* foam V w cousti , Adr. sa.�ve one or both sides PVC 730by Norton, Pol ureth y ane open cell foam, 1320 Series by Williams Products. FVC Lo w density Foam, 5-44: V--770 b Norton. n. 5. PVC Medium Densit Foam,d 5-45 V­780 by Norton, 6 Polyurethane Expanding Foam, S-46s Illbr ck/T18A. Will-Seal by '$ Build.: , ng gasket sealants s Solid Neoprene a 5-51: �' by F.H. Maloney, Closure Stri s. b ll aen� W ,, u city , p ' y Rubate Corp, , 1200 5eties f by Wil isms pror,ucts. 2.4 PRtPARAT.T6N AhTD BACNING MATERIALS A• joint cleaner and PrIimer/seale,r: As manufaOmte cturer for the joint surface to be�c eanl by imssealant sealed. p d acid breaker Polyethylene or y other, as B. Bond brea adhesive •ta ta.c tape p self- per compatible With, sealantiha.ch mill hot bon to ealaht. .. : SEPT 1596 6 PCLICFSEPT AbbTTION & PEMobE1,, TIGAR 07900 , l s J S C. Sealant backer, rod,, Nonabsorptive closed cell compressible rod: stock, compatible with sealant, `which will not bond to sealant. Sonofoam b yMeadows', y e p Rod b Williams Pr �' Products. Ex and O��'oam Sonneborn, lac er Rod b W.�, 4. r PART 3 'EXECUTION { ti 3.1 PREPARATION Au Protection k 1, Protest adjacent p por ~faces from sealant ' a ,exposed' ous sup contact with adhesive tape'. b Cover ;floor, wall, and ceiling surfaces prion to sealing- 4 floor, wall and ce`ilin ► g a pa.nts withwet sealants B. Surface Preparation 1• , Clean, prime, and seal surfaces as rebommended by sealant manufacturer. 20 support sealant from back with construction indicated or support with Joint filler or backer rod where recommended by sealant manufacturer. 3. Install polyuiretha'ne, backing` tape• • sealant, behind backer rod at vertical expansion�p nsa.c�n jozntsin exterior 'concrete and r t masonry wall8• . 3 .2 !NSTALLATIUN A• Color Selection. Use approved sealant color Be Installation Technique: , 1• Comply w1th manufacturer's printed instructions, ?. Install elastomerc eea ants in nontraffic joints to size y i ave sur ace and and shape .indac�.ted or with ��li ht�. cone f depth equal� to 10 0 percent o.� normal �ain•t %,,'i.- ' 'i dL1 but not more than 42Inch an( not less than 1/'4 inch f } 3 . install ela8.to° meric ,sealant:s in concrete foot Graf ,f is 3 rots to size and shape e ual to •�� point width but not more tha ► q n 58 inch and moi. �� normal ; 3 lest than /3 inch deep. 4• lash lC" Install' none j . , . � d shape o�ie sealants to is an indicated n17 h,slightly concave surf�.ce and depth from 7 ercent to, 12 . p percent of normal. 0i'nt W lthi, � 1i aEP T 19 9 6 POLICE ADEPT, ADDITION & REMOML TIGA,RB 07500 p; ,a r n . ., u.; ,... r. , V 4 F. t f 3 3 ADJUSTING { A.• ive Re Defect'' joints: ,plaoe materials improperly installed as directed. E P .k 3.4 DAILY ,CLEANING y A. Remove' adhesive tape from edge of exposed joints after W tooling. B. Remove excess sealant material and spillage promptly, rM C, Remove. tape adhesive from exposed adjacent surfaces 3.5 SEALANT SCHEDULE A. Concrete to Concrete or Masonry 1. Exterior: S-12P S--1.7/ S-22 or S-23 i 2. Interior. S-Ip S-17 S-22t or S-23 B. Concrete to Brick or Meta: 1. Exterior: S-1.2-1 S-141 S-17, or S-23. 2,& Concealed- S-3G�l, S-43, or S-a46. a 3 . Interiors S-1 5. 421 S-44 S-45j or S-46* C e Masonry to Masonry or Gypsum: 1, Exterior. S-12, S-17, or 8-23. 2. _ concealed: 5-32, 5-43r or 5-46 3i interior 5--1, 5-44, 5-45. D. Masonry to Metal or Wood I Exteriors 5-12 S-14 S--17 or S--z3. 2, Concealed! S-32 S•-43 or S-46. a 3 o Interlor: 8--1, 5-44, or S-45 E. sa�:m to sUm_ Metal or Bi h Pressure 'Lamina.te: Yp � yp g Ie Concealed: S-32, 5-42, 5-43; or 8 .46. 7 2. Interiors 8--11 S"42; 5--440 or 8w45. F;* Petal to Metals � SEPT 1996 POLICE BBPT ,ADDSZ'ZCrT SdMODEL, TZCARD 0900 7 N a J w r i t ; s r - tera.�r. 5-.�1 S 13 � � - r.. 17 S- ,, r r r 1.8� Ar S 23. -. Concealed: S-31, Sw411 S-431 5-45 S-46 or S-51. S'-451 � f , . Interior., 15 S-431 5-44 or r r r r S"'45. G. Metal. to High Pressure Laminate: ; r i 1. Concealed: S-32 r S' 4 2; S-4 3; or 'S-4 6. r ,. 2. Interior: CC � r S- 42r 5-44, or 5-45. I R. High Pressure Laminate to High Pressure Laminate: �rF 1. Concealed 5 32, S-43, S-441 or S-46. 20 S Interior. 1, 5-42 � , r 544, or 5-45. , - I. Plumbing Fixtures or Fquipmoto Concrete,, Tile or High Pressure Laminate*. I. Exterior: I S-14# S-17, S-2 2, car S-2 3 2. Concealed: S32 ' or S-46. 3. 1 Interior: S-15 or 8--45o k lI END OF SECTION i t l i r i SFPT 19961 �,.. POL�CE� DEP7G' ADI�2'Z'IO� Sc F,,E�QUEL,, '1'�Gi�D ', U79C1t? - $ F , r: I 1 } " 1 i' 7 SECTION 08111` STANDARD STEEL RELITE WINDOWS, DOORS AND FRAMES 1 PART 2 GENERAL 1001 WCC RIS INOLLTDED i A. N on -ra ted steel doors and frames. B. Rated steel doors and frames M 1'.Q2 RELATED WORK A. Section 08210: Wood Doors. c' B. Section 08712. Hardware. C. Section 09900. Painting - Field painting of doors and frames. 1.03 REFERENCES A. DRI Door Hardware Institute: of The Installation i , S Insulated Steel Commercial Steel Doors and Steel Frai�nesdware. Doors in wood Frames and Builder's far a B. SDI-1.00 Standard. Steel. Doors and Frames. C. SDI- 105 Recommended Erection instructions for Steel Frames. D. ]door Frami:.S ASTM A366 f A568 & 569. 1x04 QUALITY ASSURANCE A. Conform to requirements of SDI-101- :1,05 DI-107.1.05 REGULATORY REQUIREMENTS Not Used' 1:06 SUBMITTALS . A. Submit shopdrawings cit data.� indicate frame urat. onanchorat product spacings j location of c g �' F Cutouts for hardware, re'of orcement r and f inish Y �, xndacate door elev�t�ions red 3tes internal reinforcement osUtO, method; jhtet.zor blocking for hardware attar went' and Cultouts for glazin5. i .. . . .. . N & I�E�'IODEL r TICA.RA 0 811 1 _ 1 SEPT 1.956 pO?NICE DEPT ADDITIC� � � f i M„ . :. 1 a i r, s 1.07 DELIVERY, STORAGE AND PROTECTIONt '�. Protect relites, doors and frames with res. lient L loaokaginchsealedw°th heat shrunk plastic. �. B. Break seal on-site to permit ventilation. r . f PART 2 PRODUCTS � 2.'01 ACCEPTABLE MANUFACTURERS A Amweld Niles,' CH (216--652(216-652-9971)971j .. , B. ' Ceco Corp., C. cur' riesg Mason C tyr ipj (515-°523-1334) D. Pioneer Industries;' Carlstadt, NJ (201^-933--1900) E. Steelcraftr American Standard ! ublic Builders �. F. Rep _rs Products (901352-3383) i Steel Products (206547-1382 G. �re�.°c,der 7 ) f H Grand Metal 1 Products Corp.. (5.03- 05) 3531 2002 DOORS AND FRAMES' A. Exterior Doors: SDI-107 (extra heavy.' duty� Gra I de III on,l w p dge seams Model 1 included full flush unit ex e y B Interior Doors.- SDI-107 Grade IIT Model. 1 Full flush exposed edge seams only. C+ �ad� co ge thick material. Commercial Exterior Frames 16 ga grade,�, ld or hot rolled steel of core thickness sizes required and/or ia.�dicated on drawings. Interior F'rrames: 16 gage thick material, core thickness i as rFnux:red oreized on drawings� units :of cold Or hot :���ll.ec� steel , 2. e3 DOOR CORE 'A. Core .. In p Interiors zm recgnated cardboard horieyoomb Serio r, Polyurethane or 41"bercjlass nsu, atio SEPI" 1:9,96 POLICE DEP' ' ADDITION cu REMODEL TIOARb '2 L ` I 1 I` B, Insulated door, insulation value of R-L11, ZT 2.04 ACCESSORIES a A. Rubber Silencers Resilient rubber. B. Anchors: Weld.edto frame. Three (3) per jamb 2 d center. a off' 2. 05 PROTECTIVE COATINGS Ad Primer: Zinc chromate.,, Manufa .tur er°s recommrecommendedstandard. c 2. 06 FABRICATION ' A. Fabricated frames throughout. to be of fill welded construction : B, Fabricate frames and doors with hardware reinforcement plates welded in place. Provide' mortar guard boxes. lnclud.e all cutouts rei.nf ' preing, drilling, tapping per f STM A115 to accommod ate requiredd 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 doom without mullions D. Cha ose to g ed a of exterior doer flush with i ��. inverted s -�J Seal channel closure. Seaoint f � s watertight. E. Prepare 3�� � doors and f, I, - Tampa to meet require zients of NFPA No. 80, with Underwriters° Laboratories, T3'1C. i�Tarnack�-Hersey Internat�.anal label, Factor Mutual ual label. or ICBG ' approved as indicated on Doer Schedule and required bly all applicableBuilding Codes �'. Fin.ishin g 1. �! , Afternd fabrication fill dress, and sand tool marks i asurface ace a.m eL f ec.. ' p tions to e1im3.nate defects, 2. CYi- ically clear all surfaces 3 Shop time door, and, frame sur faces ip s using rsnhibitive I Pr imr 4. Coat Welds in galVaniGed. doors and frames with ,. Z ne--ricin �r;.ane coating; 4 SEPT 1996 ! POLICE DEFT ADDITION & R13mo 1 DEL; T!QARI) 08111 C s, 2007 13H A Interior units:, Manufacturer's standard d ra mer B• Printer: Manufactur r°° -- P , s s c.andard» , PART 3 EXECUTION 3.01 INSTALLATION A. Insall fr aeries in accordance w nanufactith SDI-107 and ., urex�°s instructions: per If , B. Install doors intoframes with clearances s ecified ` SDI-100 n Coordinate with stud wall placement. construction for anchor . D• Install roll formed steel reinforcement, channels last' g s. Anchor to structure and floor,two abuttin frame E. 'Fully dill' exterior door frames with fiber insulation and 'grout .solidly,,, glass F. nin between door, frames�' Seal ;ops g Imes and exterior walls with Wet or dry sealants , as indicated on Drawings Inc s peca.fiec� in u�`ection, 07900, Jo nt Baler C Doors: Fit doors toframe prbViding clear in SDI100. ances sp6cif iec 2p Install doer hardwar M aftea field finishing. es interior windows ) . 1. Install 1/4 float glass or tempered as requiredi er U$U810 wl i� h removable stops and tapo 24 Un3l✓s to be 3 p %: ` i i �, noh above finish floor and full h�a,g'-:�, unless , otonoted �.y rwse , _plans, at Width designated on drawings: I. Fire Rated Assemnlies. 1. Install fi f a ro re ra�.�:d door . es. in an rams asseznk�la. act��ordar7ce 'with FTPA 5ta.ndard No,' 80,, k r i SEPT L �J6 POLYCE Ep; �'WDI,TION & jRL8MODEI, TIGARD 08111 4 7 I, } h,. r a 2 v Comply p Y �with r equirements for fire x,,atin� indicated. on door schedule. 30'02 ,ADJUSTMENTS 4 A. Adjustdoor clearances and, hardware placement to allow +; , smooth operation. Be Seal openings between frame and wall as , indicat ed on drawings, f p scratched' P paint to Defective r�ork. u s tched ra.�ne match e ' ,.. aclj scent surfaces.ouch 1Jt 1 i' I' Z a3 CLEANING ! Ali Clean all exposed surfaces of door, frame and hardware. 3.04 SCHEDULE A. See door anu frame schedule requirements on drawings E�,TD OF SECTION i Y M j !:I SEPT 56 E bt PT AD ITICJN & aREMODEI.,t TTGARD 08111 � 5 j is �l SECTION 08210 WOOD DOORS PART GENERAL x..01 WORK INCLUDED A. Wood doors i.0 2 RELATED WORK .y A. Sectlon' 081 14 Standard Steel Doors and Frames, Bii Sectio . Section 087.12 Hardware. r C. Section 099o0 Painting: 5 u ite 'finishing doors IV 1.08 - REFERENCES A. ANSIMWMA I.S Industry Standard F'or Wood Plus. Doors Includes Standardi '" Q 1. 1 through 2.1.5. 1.7,E . r,,,, AWI quality Standards Be . q 1' s cf Archy.teotural Woad Inst wwor3 Institute, , 1.04 PERFORMANCE Not Used QUALITY15SURANCE µ 'equirement' of AWX A. 1300 and to Y' Qutallty Standard Section 14 0 0 Prelfti= Grade ANN I NWKA I. d S1.r " 1006 ,. REGU L�TORY F�EQUIR �Nl,�ldIITS blot Used 1.07 SUDMITI'ALfs A. Subft1 d + shOlP draw w elevatio,r nd product . indi cate door andra»y reiforcemeht and intern blocking for hardware attachal ment. E. Submit tWo l�j gamples 6 x 6 inch in size illustrating finish for radia a ,. g approval PP b� the Arcl7.atect. t8 DEL,IVE SrI' RAGE; AND PROTECTION' A. Pa age, deliver, and store doors accordance w �ti AW I 'I AN5 �A requarementse SEPT 996,1 PD1,?CE DEPT ADDITION & R EM(7DEI�, I"IGAR :. r D 08210 " ;f 3 i i.. I 1 r Q t? WARRANTY A. Provide f ive (5) year, manuf ac:turer°s standard warranty for solid core -woad doors. PART 2 PRODUCTS 2.01 ACCEPTABLE ',MAXUFACTURERS As' Flush So id Core Wood Odors 1 o uisiaia Pacific Corp. (50� -221 osoo) 2 Co.� �m3�a.a Ooor O�.v�.sion; Simpson Timber Company; Vancouver, WA 206-696-4031r 3 Eggers Hardwood Products Corp. ; Neenah, Wx; 414-722-6444; Everett, Interior Construction Specialties 206-624=7764 I 4. 1 Vancouver Door- Puyallup, WA 206-845-9581. 5.' Weyer User Company; Tacoma, WA 206. 924-2345 e 6. Ceneo Door SystdMS Portland (503-x284-0024) 2 02 DOOR AND PANEL TYPES A. Flush :interior Doors e 1-3/4 inches thick; solid particle board core construction; Platin sliced birch veneer falces Paint grade. 2.X03 DOOR C-ONSTRUCTIoN (ACEI QUALI'T'Y STANDARD r � Iden d --Plate. A. Carer AWI Premium PC5 or PC7 e 2.44 PREF'IT DCiOR S AT SHOP WITH TOLERANCES A: Vertical edge: 1/81, B: Top: i/$oi C Oot.tom 1/211 . Da D evel lock edge 1`81Yin 20 r �r 05 FLUSH DOOR FACING A a Flush Interior Door 'C cheer! Paint grade ., grae rotary cut birch. SEPT 996 PiOIaICE T EPT ADDIiPION REMODEL TIOARD 08�30 2 I I I 5 4 i ,I 2006 A.CCES80RIES I Not Used 2 0 8 FABRICATION A. Fabricate doors in accordance with AWI Quality Standards ANSI ' ' requirements. Be Premachine doors f' 010 finish hardware. I, PART 3 EXECUTION 3:01 INSTALLATION i A. Install doors, manufacturer:' ir�st�uctions. �n accordance with mane.,.. i i B. Machine cut relief dor hinges and closers and nd Gorang for { handsets and cylinders. I C. Trim door..:. , width by ,cutting equally on both jambedges to a maximum of. j/16 _inch D. Team door he'ilghtl by cutting equally on top and bottom edges to 'a maximum of 3/4 inch E. Pil of drill screw and bolt holes o Use threaded a 'through bolts for half surface hinges, F. Prepare p- �re doors to receive finish hardware in accordance with mi xequirements « C. COhform to AWI ANSI/AWMA requirements fo- fit tolerances. 3»C12 INSTALLATION TOLEAANCE Not Used 3:03 ADJ118TING AND CLEANING A: Adjust for smooth; and balanced door Movement. B. Refinish door bottom to match after cutting. C: Damaged, refinChed g P doors to be replaced: 3 .0 SCHEDULE A, See door and 'frame i8dhedulo on draw,'n o # END :OF SECTION yEplp i596 ADDI TIDN POL CE', DEPT & RFjMbbtLtIr TjCy"b 082:16 - 3 I I I i i lIi WA 4 SECTION 08520 ALUMINUM WINDOWS SYSTEM PART 1 GENERAL 1.01 W®RKINCLUDED A. Extruded aluminum win!ows with f.ixed.operatin' sash. B Class and glazing _ see' elevations for location of reflective glass„ 1. 02 RELATED ORR A. Section :060„ 1: Rough Carpentry,:reentry Framed opening. O B Section 06112 Framing and Sheathing C. Section 07900: Joint Sealers. Perimeter sealant and , back-up, materials, 1, 03 REFEIENCS A. ANSI/ASTIR E283 Rate of Air LeakageExterior through Exteror Windows, Curtain Walls, and Doors. B ANSI,/ASTM E3 3 0 Structural Performance ' of Eater?or Windows, Curtain Walls and Doors day Uniform Static Air Pressure Differences C. ASTM D209 - Aluminum inum and Aluminum-Alloy Sheet and Plate. 1:04SYST'E1K DESCRIP 'ION A. WindOw System 1 Windows with fixed sash 1.05 PERFORMANCE A• Window eom onents ide For expansion and cantracti o caused b a c c o p to r y y Ong t�ntperature ran. e of 170 q wa. roez i g i oom ©nems„ thoutcause detrimental effects to p 131 Design W1.thstand dead loads and l Design and s�,ze riieers tv =,fie loads caused b, pressure and suction of wind a,s caicru,lated in accordance with TBC ,code SEPT 199+6 POLICE DEPT A.1DD3TION & REMADEL TICARD 08520 1 ' i s. a r 4o Limit mullion deflection to 1/200 or iflexure < limit of i glass with full recovery of glazing materials, , whichever, is less 4 D. Drain water entering Joints, condensation occurring in ' glazing channels,, or migrrating moisture occurring within system, to exterior. � E4 Limit -air infiltration- through assembly to- 0.06 cu ft/min/sq` ' ft assemblysurface area measured at a r � efce ' ere n differ entialressure across ra assembly of �0 W 3 f- p s Y .µ inches water gage' a e as measured in a.ccerdance with ANSI/ASTM E2 8 3 1.06 DELIVERY, STORAGE, AND HANDLING .; A* Provide wrapping ing �pp str� able co sting to protect prefinishe.d aluminum surfaces 1.07 WARRANTY a A. provide one yearmaoufacturer°,s warranter. ; B* Warranty: Corer complete window system for failure to meet specified requirements k r PAST 7 PRODUCTS 2.01 ACCEPTABLE I MANUEACTURE1RS I NOT USE 2 .02 MATERIALS A4 Extruded Aluminum s 1. 6063 T5 Allo y 2: Internal members; l a:nch, 3 Solid sections 0:12 5 inch.. G 4: Tubular Sections with webs cozrib ned thickness; 0 188 inch B tri I mer a l�an'ufac�urer's standard: w ' 2.03 VAIMI CAT 3D COMPONENTS ` A, 1Vra meg V.. 6 .1 & 1610. l B: VastOn' ersa Stainless steel per ASTM A.164 5: „ C ION & „ � , p©LICE . . ., REM(7DEL', T1GAI�D 085,20 �-12 � "SEPT 1�9 6 DEPT AI�DIT" r i i is �r 2. o4 GLASS ,AND GLAZING MATERIALS Aa Glass and +Glazing Materials: i Specified p n Section 08800, r Be Glass: sealed insulated units of float1 exiting units. g ass match C. All interior glass thickness and types to be U.B:C. - according to 2m05 k' AB , RTCATION< ; A• Fabricate windows allowing for minimum c1 .. p clearances and shim apac.a,ng urv��.nc� er�.rr�eter Qf assembly, a cel installation,, Y. Xet c�nabl�ng � B• Rigidly g'd1y fat and weld ioints and corners a Accurately and, secure corners tight. Make �o�.ner fit joints flush, P fe Seal corner 7oynts with hairline,, and weather �roo 7ealant, h C• Develop drainage holes with Mo,i.stureattern t. p a exterior. D• ',Prepare components p nts tQ receive anchor devices. Fabricate anchorage .items. E• Provide internal reinforcemrynt i galvanized stainless steel members to xi mull.°n� with maintain r�ga.dity 2 0� TNI aHES A, Exterior Exposed Aluminum Surfaces: Match exist" exterior units ing • Inter Or Exposed Alu niYltifa Surfaces! Matuh ex st .n interior Units. g y C. A pply ,one coat of bittu,minouts paint to concealed aluminum Unum and steel surfaces in contact with cementtious or dAssimslar materia 8 w - , PAT 3 E Er'IT ION SPECT`ZQI�? i Y n d g Materials wall o eni,, i A. Verify p g5 and adjoining a�.r and vapor sea]. s are ready to i ecea ve work of thYs Section. Be j.. .. i i +g installation means acceptance of ex s I De lrinn of conalztonse ting i 'SEPT l 3 6 POLICE DEFT ON & REMODEL1, TI GIRD 085210 �. a t t 1 }� c 1. 't r r 1 7 342 INSTALLATION i A all window� . in d®�v frames, glass and glazing �rq accorda urith manufacturer°s instructions.. nce B. Use anchorage devices to securely attP cJ,,t frame to structure, , orllgn' window frame plumb and- level,- free of warpi , in dmensionaltolerances, aligning witYacJ�cent work , D° Coordinate , attachment me rpt and seal of a�.r and vap��r barrier materials. Install under gill flashings. E° Pack fibrous insulation in shim spaces at perimeter to maintain continuity of thermal barrier, JF' Install glass using exterior Wet combination dry method Of glazing. Install perimeter type sealantp bac" .ing materials, and ,a "~ installation requirements in accordance with se ' 07900 Apply : sealant to ends of sa.l coon seal. l for watertight, H. Ad ust oper&ble hardware f or smooth o Prat of sash. p on avid t�.ght T° znstall pass thru windoaccrdinto zdanutacturerFs directa ono. 3.03 eLEANZMc.1 ;, Prot rom prefinished aluminum' su ctzve material f, rfacea, emoV� r �'©te i ° Tush down o. ekp sed surfaces using a solution of mild Detergent in warm watery applied taint soft, clean lapin l©ths° Take care t� a ���ove d a r ��rom comers. pipe surfaces clean° C. Remove OXcess sealant by moderate use of m iheral sp.i,rts or other scrlven t acre table to sealsnt manufacturer. END OP SEcTiQ I3 P�?L SE�'T 19 5 6 Y�E DEP T AbDZTI0N StENfODEL TAn 0 :. f 8520 I i { SECTION 08712 DOOR HARDWARE PARI' I GENERA]C, 1-.S SECS'=ON INCLUDES AG Hardware for wood doors, reshold B. Th s� , C. Gasketting« E0 DOOr Schedule - dee Draws ngs rA 1.2 WORK INS TALLED :AND FURNISHED D UNDER OTHER SECTIONS 4p'p Not used. WORK FURNISSHED BUT INSTALLED � UNDER OTHER SECTIONSNot �xsed. RELATED WORK A. Section 08112 -- Standard Steel Frames, Be Sooton 0830 Seotonal Overhead Doors. .1-51 REFER8ilgcES' A� A �1I � . Architeo tur a 1 Woodworking Institute Accesshle to and B BHMA .,. Builders Hardware DNanufacturers Associ;mt%nn C. I Doer and Rardware Instit rJ ute e :D, SDI - St e :1 Do 6r Institute 1 COORDINA'rON II V Ail Cooxd�.nat� y,� z _ � Sections .vivo Section with other dir work of 1v:�n meas .,. �rt�.... nufactta e of any internal re hforcom.nt for door '�iard�rare. a �..'7 (�xTALZ`I'Y F1SSUI2ACE ManufaotUters, Com 'anie .Y .. .:.. s ecialx in in manu�actlar ng door hard rare �titYi mir�i�num f lve ' �5year ,Y eerence SF,'PT 1556 . Pt7I,ICE DEFT A�7I?ITI(�1V' & 3TIGARD 08712 1 .:...... ..... .. .v.� , r j r j r B. Hardware suPPlie_r Ito have in, his em to ent anexperienced hardware consultant who is ava .lable for project hardware , consultation to Architect. 1.8 REGULATORY REQUIREMENTS Am Conform to applicable code 'for requirements applicable to � fire rated doors and frames �.. applicable sections of Chapter 5 of NEPA 1�D1 B. Conform to the . �. 1.9 CERTIF'I'CATI®NS r A. supplier I s 'Hardware,. Consultant will i9s,pect complete installation -and certify that hardware anid `;,elstallation has J been furnished and Installed in accordance with manufacturer's instructions and 'as specified herein. F. B Provide two (2) copies of certifications to architect. 1410 SUBMITTALS i A Suhmaa schedule shop drawings, and product data,, 1.11 OPERATION AND MAINTENANCE DATA it o ` peral�.ion and maintenance data. ,A. Subm w B. Include' operating r » + r o erati.n hardware lub ica ' and inspection procedures related to reve ements data an tion req L' p p P ntata.ve' maintenance. 1. 12 DELIVERY, STORAGE s AND HANDLING ,Package hay: items ind .vd d identify A. y y; hardware call label. ars package with de.ol opening code to match hardware schedule. B. Protect hardware from theft by cataloging and storing in < secure area:. x..13 in1�RR�INTY ?, -P V e „div r e (5) Year warranty 1.14 EXTRA ST(�CF; ROT USED ; 1.15 MAIN'TEN ICE MATERIALS SEPT , + EP1556 POLICE )tPT ADDITIt�N ba RE�pDEI� "F'TG�R�t (78712 2 i �f A. Provide` special wrenches and tools applicable to each di°f'ferent or special hardware component.' B", Provide maintenance tools and accessories supplied by hardware component manufacturer. 1.16 FIR:: DOOR LABELS A. provide hardware- for'- fire-rated'-openings in•,-contpliance with ,AZA (NBFU) Pamphlet No. 80 and NFPA Standard No» 8 0 B Provide hardware which has been tested and listed by Underwriters Laboratoriesr Inc. , for the t ype' S a' nd sues of g` doors required and complies with, the requirements for the door and door -came labels. C. There panic exit devices are required for f ire-rate,a doors provide U.L. label can exitdevice indicating "Fire Exit lardwareel. 1.17 SEQUENCING A Surface mounted hardware Do not install surface mounted ,Items until Site finishes have been applied 'and cured. PARS' 2 PRODUCTS ' 2.1 SUPPLI :SRS Not used.. .2 ACCEPTABLE MANUFACTURERS REQUIRED ITEMS pER DOOR A. iiatts: Lawrence, McKinney, Stanley l �2pr. -T271.4 4 k, x 4/12 B, Lock and Latch Sets: urgentiii %Leder Handle see plan far Lock or Latch C. Cylinder Locks Medcei 1. @ Lockset CloseY: sr• Sargent[Sar g LCN rNorton 20 -8006-20' �1 each door E. Stops: Iver t: Glynn-Johnson, Q al .ty 1 per dooa. i i cers: Glynn=Johnson; Ivte per Mfq req, ck Braok�.', G. ] 1 Plates: C�,po, BER ine5153, 3201 x 320 1 per door H: Si toke `Gaskets. Pemlto r Reese, Zero 1 set per door SEPT l9 5 f POLIC , DEPT ADDITION � I�EMpU�L, TIG'ARD 08711-2 � 3 0., 1� r, c y, 2.,3 KEYING A. Door Locks: Master keyed including construction keying. ` Control keying for core removable cylinders» Key per owner's f requirement E. Supply` two 2 keys for each lock. r 204 MANUFACTURED UNITS A» Prov 211,deb full mortise butts in exao clear �;t width required t projection of trim., � I Y vii B. Provide butts with flatti S and retainer device to prevent rising during use. C. Provide butts for exterior out-swinging doers 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 Pres vide looks and latches with curved lip box strikes in 'matching metal (,,fnd finish. E. Surface Door, Closers: Type Ljiguid-controlled. LCr f 3.. 25 FINISHES A» All items shall have satin (dull) chrome ' finish: (2 f D0 matching ,existing units, 2.6 HARDWARE ACCESSORIES A. Fa.Ljtener s i. Furnish screws for instal latian, with each hardware Iteme 2 Provide Phillips flat-head screws to match the f ni sh of adjacent su;�faces» 3 Where available provide concealed f arc�.�are astner5 fo. h un�:ts whack are ea�pesed� wh.enl i:he do or is closed. 4 Avo�d the use. of thrau�i bol ts where the bolt, heador nut on he oppo11:e f1Ce 1s eXP OSe _ POLICE :DEPT ADDITION 1� L, TIGAR �._... 4 P,T 196 "' I ti i; where,u sere t is not possible to adequately reinforce .the door, use-'machine, screws or concealed fastners heads. with flush 6. Provide fastwners which are compatible with both the unlit fastened and the substrate. 2.7 HARDVIAKE MOUNTING HEIGHT'S A. Where hardware mountin heights are not indi g ''� catod in other sections of th1 specification, use the fola:owing 'heights as a guide P", . , Top Hine:p. 51, header rabbet to top of hinge. g , 2 ]bottom hinge.- 1011 finish floor to ,bottom of hinge. 3 Cent�r hinge: Equal distance between top and bottom ;ling 4 L©cksets/'latchs'ets ffloor to center� 3601 finish r of knob m Dcadlo kS/deadlatches': 66011 finish floor to center of cylinder. 6. Kick plates; 211 from' each 8 de 'and bottom. 7. Other' hardware: He ights as reccmmended by manufacturers PART � . 3 ! EXECUTI(?,.�" 3 1 INSRECTIoH A. 'verify that doors and frames are ready to receive work and dimensions are as instructed by the manufacturer ronin B. He ,. g g of installation means acceptance of existing conditions. 3.2 !NSTA,LLAT ION Ad lnstall hardware iri accordance ii�str . uctians, r equirements of -SDz and � th manufacturer 1 s f/Y I s Ed Installation of RecessedDoor Hardware on Site Finished Surfaces 1. ere' sit e cutting and fitting is requiri: l to install Where '` .: had dware :tn site finsshed surfaced instar 1i-- r and r _then remove and s1.ox e hard lh a seeute l .; . application of site finish w pace during SHPT 16 POLICE rEPT ,AADDZTION & REMODEL,- TIG; r ARIy 08712 5 iI : i I 2. After completion, of the site finish, reinstall hardware. C• Installation of Surface Mounted Door Hardware 1'. .Install kickplateswith oval-head fullw-thread screws spaced uniformly at a minimum of 5" on center along kickplate perimeter. 2 Install thresholds- with• a� positive anchoring device car lead expansion shield and anchor halts. ;I 3 Set thresholds in mas ' tic sealant 5� S-46. , S-31 or tape sealant, 3.3 OPERATING �r RDwARE 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. Use graphite or WD 40 type if no other lubrication is recommended. Do Replace hardware which cannot be adjusted and lubricated to operate freely and smoothly as intended. Adjust :. E. j door control devices to compensate for final operation of heating and ventilating equipment Contract closeout adjustments; Where hardware installation made more than one month prior to oc area, return to the work du cupancy of a space or during week prior to occupancy, and make a final check and adjustment of all hardware and doors b 3;.-4 SQHEDULES AND LEGENDS A. Door Frame Schedule and Door Tdentficationo oordinate door types� C frame groups, doom t es hardware type, and door numbers u.: tying the legend as shown on the tollowing pages $b Door Type Schedule.- , yp Suppler door types as shown on the f of l01wi Ing pages, See Drawings for total number of and location of doors, 3 b JC SCEDULE AND 0009 TYPES Hardware Grous. ]� (matching ekisting units) All doors .in hollow metal frame �.to match door ��. t "re rating] 'unless ho`ted sE T POLIOS DEFT ADDI,TIoN REMoDEI r TIOARD 08712 s I I I d SECTION 08800 f GLAZING r PART ' 1 GENERAL 1.01 SECTION INCLUDES A. Glasslas° p tic and. glazing- for hollow metal work w ndows° glazed walls, 'doors, etc'. ° 1.02 RELATED SEGTIOXS A. Section 07900 Joint Sealers. Sealant and back-up material B. Section 0811.1 Glazed: doors. a CSec�.�.on 08410 Aluminum Entrances and... Storefronts . � D. Section 0 820 - Glaze d wa.ndaws i j 1.03 REFERENCES A. ANSI/ASTM E330 Strucl-ural Performance of Exterior wi,ndowsl Curtain Walls, and Doors by Uniform Static Air Pressure Difference. D. ASTM E774 Sealed Insulating Glass t3nits. C. FEMA Glazing Manual. D.' FGNIA Sealant Manual. E. Laminators safety Glass Association Standards Manual. F. SIGMA Sealed Insulated Glass Manufacturers `Asslociation. a 1.04 PERFORMANCE REQUIREMENTS r ' 1 A: continuity and glazing, materials of this Section .:hall provide ` building enclosure 'vapor and air barrierm ntinuit of oal� Codes. � Per to � an To utilize the inner P e o multiple pane sealed units f or the ca, t :` a.nu ty of the -air and vapor teal, r 2' 4 continuous ail" and W por barrier Maintain cont - a�.r throughout g assembly' glass pane to 'heel bead o foot lazCd a5semk�l from.:.... glazing sealant. �f'f r SEPT196PCICE DEBT ADI9lTIcJ14t ,REMArjEL, TIG,ARD 08800 i C`i t 1 r x 4 B. Size glass to lwithstand dead loads and positive and: negative live loads acting normal to plane of glass as calculated in accordance with UBC' code M Cru Limit glass deflection to 1/200 with fu1.1 recovery of glazing materials 1.05 SUBMITTALS A'. Submit Product Data on Glass and Plastic Types Specified: Prov d&, structural, physical and environmental characteristics, size limitations, special handling or installation llat ©n requirements° , Be Product Data. on Glazing Compounds Provide chemica]L,, functional_ and environmental ntal characteristics,terlst]rs,l]mltations special application requirements. ,..� Identify available 'colors C4 Manufacturer's Insta.l"Lation Instructions. indicate ' special l precautions required. D a Manufacturer"s Certificated Certify that sealed insulated glass, meet or exceed specified requirements. _ a 06 QUALTTY ASSURANCE A Rerrform Work in accordance wi'-,h FGMA Glazing Manual , W GMA Sealant Manual and SIGMA Standards Manual for glazing installation methods. 1.0 MOCKUP i Not Used �I M e/V�O PRE--INSTALLATION COXVERENCF .!. Not Used 1:09 ENVIRONMENTAL, REQUIRE14ENTS A. Do net instal] glazing when ambient temperature is less than 50 degrees F B iMaintain minimum r ambient temperatureera turs before, during and 24 after installation of l�z,` ing compounds: 1 10 FIELD MEASUREMENTS A. , Verifythat field measurements are as �ndicat' ed on .shop Draw' ngo: µ SEPT i556POLICE DEPT ADDITION & REMODEL, TIGARD" 08800 A' i i i 1.11 COORDINATION w i A. Coordinate the Workwith glazing frames, wall openings, and perimeter air and vapor seal to adjacent Works 1012 WAl") TY 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 replacement of same. PART 2 PRODUCTS 2. _ 1 MANUFACTURERS - GLASS MATERIALS A. Libby-Owens-Ford Glass' Company» B. PPG Industries, Inc. C. ,ASG Industries, Inc. Doi Substitutions: Per Architect's written approval 2.'02 CLAS 8MATERIALS :A. Clear i.Float Glass! (Noted. as °°F" glass type..).. Furnish conforming' to Fed. tspec. DD -G-451.D clear Type I, Class I quality "q! 3o' except use quality t9g211 for mirrors, 1/4 inch nominal thickness- unless otherwise shorn. B Clear Plate Wired Glass: (Noted as °°W'° glass type. Furnish conforming to Fed. Sped. DD-G-451D, clear polished plate glass 1/4 inch thickness, diamond mesh wire reinforcing, U.L. listed. . , J C. Clear Fully Tempered Plate Glass: (Note(' as 1°Tee class Furnish conforming to Fed Spec DD-G-1a0:3B typ r:� � » » � fully tempered, clear, 1/4 inch thickness, similar to LOF "Tuf-Floxtfii D. Insulating Clear Float Glass units: (Glass Type 11="CG°l 1 1 outside-liglitZs Furnish c-fear float glass, 1./4 in nominal =ckness, conforming to Fed Spec. G-�45ID sizes as required allowing for expansion i _ members. lug.inum framing and ccrmtr'�ct�.on of glass and. a lnsido la. ht�. r`urn' _ c,_. 2, g a.sh same,'- as specified above for outside lights» SEPT 19!96 pbLIGE DEPT ADDITION & RMODFL, TIGARD 08800 3 e' 'i 1 , 4 or 1r 3„ Air space: Provide air space between lights of 1/2 inch nominal. 4. insulatin Clear Tem eyed Safety � g p fety Glass Units: (Glass Type e'I-CTGai) � F• Insulating Qlear Float Glass Uits: (Glass Type III-CG") (juts ode- .fights: Furinish clearfully tempered plate lass 11/4: , / a..'ac nominal : thickness, conforming to Fed. Spec. DD-G-1403B# similar tca LOF 1°Tuf-Flex" ' clear orad temp. safety glass, or' approved manufacturer°s equivalents as listed �sted under, this � „ Section, o s required allowing for expansion� sand Dyed sizes z e s a ,.� contraction of. glass and aluminum framing ro.embers. 2„ °g „ y `� �- s. Furnish sh same as 8Pecified above for Ins�.d� 1i ht out8, de lights 310 lir space: Provide air space bet-Wean lights of 1/2 ingh nominal. F Insulating Integrally POldred Float. Glass Units: (Noted as III-FG" glass type) ,, ., g . Out ,' orad float glass; �,/4 r a.nch nont�na de--lz tsthickness, conforming to Fed„ S DBG-451D pec. grey tinted, with a light transmission of not Less than 42 o and ' with a shadne� cry- efficient o not greater than 0.671 sizes as required equired allowing for expansion and contraction of glass and aluminumraminq members. -2. Inside-li hts: g y Furnl8h clear float glass, /4 inch nominal thickness, conforming to FedSpec DD-G--4510sZzes as required allowing for expansion � and contraction of glass and aluaainum frcjminc members:. 3„ Ap Provide air space between Ar s ace p lights of 1/2 inch nominal. � G. Insulat ng Co1 ►red Tempered Safety Glass Units (doted as 0l--T glass type o f ) Outs it "1 ghts: :. Furnish colored fully tempered s pate glass., ..1/4 'inch notiinal thickh ss, conforming l Fed Spec„ DDG 14038, 811%filar to LoF OTuf' Flex+c grey. tempered safety g�a,:ss or approved ,1 va .eztmanufat as 1sted under this eG ioh, :car appx°caved, with a fight ttangmissiari of SEPI' . 9 �'tT�ICE �?EP'f .ADUITICIN & �EI�OD��, TIGIM 108800 4 II -t I not le"s than '42 A and with a shadin • g coefficient of notgrea•ter than o 6� a s�.��s as required for e d allowing framing expansion on and contraction of glass and al mbers. umntxzn' 2. Inside-1 ' .l.ghts. Furnish, clear .fully tempered,. plate glass, 1/4 ' / inch nominal..... thickness, confor ' Fed. Spec. DD G 1403B, similar to' eo ming to clean - tempered, safet r LOF' Tufa-Flex" manufacturer's eg�aiva`1e is alas, or approved Section, or listed under , th'i proed �,=i . o es as required allowing fc�r expar�sa�on and oontraot:�.on o,� lass. , framn.g members and aluyninum 3. Air Space: Provide air space bet 6 inch nominal. ween lights of -12 H Insulating Reflective Float Glass t7nits: 0P I�EG 1e glass type. ) (Noted as Outside ' -lights Furnish reflective glass, 1/4 inch nominal thi+ckness, : similar to I, ee Green" and silver OF w"Eclipse Blue light t pyrolYtic coating, h a g ransmittance cif 3 3 ma na,mu n o, a daylight minimum reflectance daylight e�teriar� of 415%• an r�efficient of not greater than 0.45 !required r. d � shade g d to allow for Sized as expansion and Contraction of glass and framing member 2 7Cnside-light. Furnish clear float nomnal thickness, conforming Blase, 1/4 inch DSS G 45IDr s .,zed g to Fed. Specs. ae required _ embers and contractI �of� to permit proper members. glass and framing 3, Air Space: ace. ./2 inch nominal between light panels. I Insulatin (Noted asge1rPeflec•tiue Tempered Safety Glass RTr Units .0 glass •type, 1. O ts11 ide-lights Fern lx tem. erect +chive glass, S pees. D hickne s conf orm,n g to Fe 4 a.nCh nomin�.l thickness, , D-6 .7 .403B, with bright silver d• coating similar t ee ��'�-"alytzc minimum iio LOF Fcli se Blue Green" With a_ ght tr,transmittance O f A 3�4• C mzniaum re f a daylight flectance cif; 45%• �.�.cl. Of not greater titan 0„4 and a shade, coefficient allow dor expansion and contraction Of' glass and 2: Inslte•- lase l; 4 i • dear full tempered rnis li h•ts AL1. 1� c glass, /` inch, Inc tliiokness, confo Plate tming to r SEPT 136 POLIC F DEPT AbDI'I IO�T . hEMIJLL r TIGARD o8soa a t Fed. Specs, DD--G=-1403E, Similar to LOF 1 Tuf-Flex01 clear tem erred safety,y glass or Architect s approved: equal. Sized as', required to' ,,allow ,allow for glass andframe expansion andcontraction, F.. 3e g ~ Air, Space: Provide 1/2°1 air space between 'Lights. 2 0.3 MANUFACTURERS --- PLASTIC •� SHEET MATERIALS NOT USED 2., 04 , ' PL ASTIC SHEET MATERIALS V,:.• NOT USED 2.05 IMANUFACTURElR,S - GLAZING COMPOUNDS n A. Maloney Company. 713-223-3161. B. Norton Sealants. C, Standard Products Company: 419-7340;2181. U. Suhsttutions: Per Architect's written approval. 2. 06 GLA Z Z NG COMPO�JNDS' A, Po ysu phide Sealant (Type GC--D) F8 TT-S-00227, Class A Type II two cipmponentl cured Shore A hardness of 15-25 color to match existing 20 year resistance to normal deterioration. D. Silicone Sealant (Type GC F) FS TT 8-01543f Class A single component; chemical curing; capable of water r immersion without loss of properties; cured Shore A hardness Of 15-25; a.color �.o .match.. existing. 2 ,07 0LA7jIN ACCES80RIE8 A � . . PDM, 80 90 Shore A duromete Blocks- Neoprene rens. o , p r E r hardness len th of 0.1 inch for each square r � minimum 4 inch x width ofg rabbet f 00t �space, ace iag�mir�us <min r .. glazing: p 1/16 inch x height to suit glazing method and .>_ ' pane Weight .and area. B Spacer 81hims : Neo ..y 5 0 0 shore A d�ixometer p�re�e; -- hard�ne � inimuari 3 inch long x orae, half' the height of e7 m i ,j,he q42ihq ,8tOP x thicknessi to suit a lic 1 J Co Glaz iinq Ta pe Preformed butyl Compound; 10 .1 • " ore A hardness coiled on release - I duromet er hard paper.. , no �. SEPT :1996 PO 1 SIC DEP ADDITION RENxOT) L TIGARD 08800 - 6 , ;r i appreciable deterioration for 3000 hour test in Atlas' Weatherometer. a f D. Glazing Clips: Manufacturer's standard type. 2. 08 SOURCE QUALITY CONTPOL AND TESTS A. Provide shop inspection and testing for glass. B. Test samples in accordance with ANSI Z97 `' .1 and ASTM E773, w, 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 A. Clean contact surfaces with solvent and wipe drys B. Sial porous glazing channels or recesseswith substrate compatible primer or sealers r Ctp Prime surfaces scheduled to receive sealant. 3 0 03 INSTALLATION A. Standards & Performance 1e 'Watertight and airtight eater or installation in re uired o installation g must wit st h a nd normal temperature! changes, Wind loading, impact I oading (f or operating sash and failure of sealants or gaskets to remain watertight and airtight, deteriorationof glazing materials and other defeats,; in the,ilwork, 2. Pr,otect glass from edge damage at all times during I hhandding; intallat%on and operation of :he ux3,d�.ng. 3. Glazin channel. dimensions as g shorn are intended to Provide fob necessary minimum bite ont he glass, minimum edge Clearance adequateuate sealant thicksonabletoenc�snessesr Glazier ( SEPT 1996 POLICETEP ' ' ADDITION &IREMODEL-1 'I'IdARD 08800 7 I I � r, K, responsible for for cerrect glass size- for each s openng, wa.tha.n the tolerances and necessary dimensions established 4m Comply strictly w th recommendations of glass . manufacturer and manufacturer of sealants and other X . materials used. in glazing except where manufacturer's technical representatives direct otherwise in, writing.-- 5 Comply with "Glazing Manual" by Flat GlassMarketin ,.;. gnexcept as specifically recommended otherwiseb th y e manufacturer of the glass and glazing materials in writing. 1 6 Inspect each piece of glass immediately before installation, and eliminate any which have observable edge damage or face imperfections. .. ?w Un,'Ify appearance of each series of lights by setting each pies to match existing. Inspect each piece and set with pattern drag and bow oriented in the same direction as other pieces. f 8. znstall polysulfa.de sealants as recommended by the sealant manufacture. j 5. Install ionsulating , gl.ass` units to comply with recommendations by Sealed Insulating Glass � r and sealant Association or recommended by glass f manufacturers. f 3 .04 GLAZING Ai, oI¢ sill Install g size blocks of proper, se at quarter points rabbet. Set blocks in thin course of the ? heel-bead compound, if any, i tFrovide savers inside an p " d out, and of proper size and spacing, for all glass sizes larger than 50 united 1 incheso except where gaskets and used for glazing; Provide 3C811 •minimum bite of spacers on glass and use thickness equal to sealant Width,, except Withsealant gape use thickness slightly less than final compressed i thickness, of tape C. Voids � ` and Filler Fi ller Rods'. Prevent exudation of sealant or compound by forming voids or installing filler rods in l the channelj � o not leave in �t the heel of `amts and head d he ssl. nnel.$) except_ as Otherwise a.ndidate6 do- end r_ p_ �.na an �.i�`ht size. thickness - ., g n ss and type of glass, and complying with Manufacturer e s recommendations_. SEPT 1956 POLICE DEPT ADDITION & �t�MOD�L, TIGARD 08800 - 8 i ... } 1 f D. Do not attempt to cut, seam, nip or ab,r.•ade glass which is tempered. I E. Force sealants intra channel ' to eliminate .voids and to ensure complete "wetting' or band of sealant ,to 'glass and, i channel surfaces d F. Tool exposed 'surfacesof,' glazing liquids and compounds to provide a substantial "wash" away from the glass Install pressurized tapes and gaskets to protrude • / , sea as to eliminate dart and slightly, out cf, the i'charine l moisture pocket8i Clean and trim excess glazing materials from the glass and stops or frames' ,promptly afterinstallation, and eliminzte strains and discolorations. ,. wedge-�sha ed Where , p gaskets are driven into one side of the channel to pressurize the sealant or gasket on the opposite side,, pro id adequate anchorage to ensure that gasket ill riot "walk" out when subjected, to dynamic movement., Anchor gasket to stop with matching ribs or F b�y proven adhesives,; including embedment gasket asket tall in cured heed. bead. H Gasket Glazing: ]Miter cant and bond ends together at corners where. gaskets are used for channel glazing, see that gaskets wi l]. not corners and result g pull .away from in voids or leaks in the glazing system.- 3005 INSTALLATI©N MIPROR, S NOT. USED' 3. 06 CTJRE, PROTEECTION & CLEANIN A p Guru glazing sealants and compounds in compliance with Cure manufacturer's instructions and recomriiendatons, to obtain high early bond strength, internal cohesive i strength and d surface durabilityy. B. .Protect exterior glass from breakage immediately upon installation, by attachment of crossed streamers to framin held away from glass Io not apply makers of any;'type to surfaces of glass C. epl cE glass Which is brdken, a chi© ed cracked ab pp faded or damage :d '1 s i Period, ludYnq onatulralscauses during the construction including' and �randa l sm r acCdehts ' R SEPT .1596 POLICE WEPT ADDxTICXAfXWDtLr TICAP D 088017 I I t , V� i. i , f D ]Maintain glass in a reasonable clean cr�noitior� during �.� C : ' and so that it will mot he damaged by corrosive action and will not contribute (by wash-off) , to the deterioration of glazing materials and other work. E• Wash and polish glass on bath faces not more than four (4) days prior to owner s acceptance of the work in each area.. Comply 'with glass manufacturer°z recommendations. fM, 1A END dF SEd � �IO1V' 1 t. � I^ SEPT 1956 POLICE: DEPT ADDITIOlt & RE1�IdD�j;, '08800 its r , y C SECTION 0926® i t:. GYPSUM BOARD SYSTEMS PART 1 GENERA, i 1.1 SECTION ]ENCLUDES t ~ A. Metal' stud wall" framing. Bo Metal channel ceiling framing C. Acoustical. insulation. Di Gypsum, board E. Gypsum sheathing F6 Taped and ,sanded; joint treatment. G. Texture finish. H. Cente'ntitious backer board. 1. 2 PRODUC'E'S INa,TAL'LED BUT NOT FURNISHED' UNDER THIS SECTION C Not ;used,, 1.3 RELATED SECTIONS A. Section 07213 - Batt & Blanket I;nsulati®n Thermal insulation. B. Section 08111 - Standard Steel Frames. C4 ,Section 08210..- Wood Doors D. Section 09900 - Painting. Surface finish. 1.4 REFERENCES ASTM C36 -• Gypsum Wallboard. { B,. ASTM C79 - Gypsum Shoathiltq Boan d e C. ASTM 0442 Gypsum Backing Board and Care Boards f D'. ACoSnIsMtr0u4c.7t5ien�Join� Treatment Materials for Gypsum Wallboard E. ASTM 0630 Water Resistant Gypsum Backing Berard. c SEPT 1996, PONY CE DEPT ADDITION' F, 'REMODEL r T,IGARD 092,60 1 i` 4' 1 ji f; C' I F. ASTM 0645 Non-Load (Axial) Bearing Steel Studs, Runners (Traci) , and Rigid Furring Channels for Screw Application of Gypsum Beard'. r, ;t G. ASTM C665 Mineral Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing H'. ASTM C754 - Installation of Framing memi-)ers to Receive Screw Attached Gypsum Wallboard, Backing Board-, or Water Resistant Backing Board. I. ASTM CS40 - Application and Finishing of Gypsum Board. J. ASTM C933 - Exterior Gypsum Soffit Bcard. i K. ASTM 01002 Steel. Drill Screws for the Application of Gypsum Board, L. ASTM E119 Fire Tests sof Building Construction and Materials M. :GA-201 Gypsum Board. for Walls and Ceilings N. GA 216 - Recommended Specifications Torr the Application and Finishing of Gypsum Board. 0. GA--600 Fire Resistance Design Manual. P. UBC Standard. No. 47-6. .5 SYSTEM DESCRIPTION Not used. 1.6 SUBMITTALS Ail Submit under provisions of Section 01300, B. Product Date: P g, gyp . rovde data on metal. framing, sum board, Joint tape and finish. C. Submit Underwriter Laboratories j Inc. , design number and CABG NER reports I for fire rated Wall and ceiling asrsrz�mblles 1.7 QUALITY ASSURANCE A. Perform work in accordance with ASTM C840, GA-201, GA-216 GAb Jurisdictional sgui 00 and local ursd ctaonal r� irequirements, 8. Maintain one copy of each document on site. SEPT 1996 POLICE DEPT ADDITION REMODEL, TIGARI? 05260 4 2 t Appl gator: Company specializing in g �' ward ofthyssection with minimum five years documented experience. 1.9 REGULATORY REQUIREMENT5 A. Conform to applicable code for fire rated assemblyes s SART 2 PRODUCTS y 1 CO EN 2e TS A. Steel Framing Components 1. Wide Flange _C-Studs and Track: ASTIR! A 4460, Grade A 33 ksi for cage, framing, punched load-bearing steel C-stud 1--5/8 inch flange and 1/4 to 1/2 inch long stiffc lip, see Drawings for sizes. ening 2. Light C 645 25 Gage C Studs and Track: ASTM , gage,g g g P G-60 zinc coated t +el with knurled flanges and extendedle tap runxa,er: 'o prevent structural loading of studs. g 3, Screw Furring Channels: AS"a14 C 645, roll-formed, hat shaped 25 gage, inc oatecl steel withknurled face. 4, Steel Cold Rolled Channels:s: ASTM C 754.:. 3/4 inch nch and 1 1/2_ �.nr:h wide, 16 -; asphaltum gage, G•-6a galvanized or black painted steel. 5. Framing Screws: ASTM C 10024 6• Powder Actuated Fasteners Gun fired :fasteners b " or ITW Ramset Y Hilt Ma.uf adturedCe i l ing Suspension, Systems a 1. Main Runners ? P 1/;� by 15/16 inch steel stl ties, 1-2, fee• long. 2. Cross , Tees: 1 1/2 by 15/16 inch double web steel tee, 4 felt Yang,..,. Screw Furrin b 7 S i g Channels ASTM C 645, roll formed, 2 7 "8 y / inch, 25 / gage, hat shaped,d, -60 Zinc coated steel ! with knurled face 4. , o Angles or Channels. 1 1 $ by /�1 l 8 inch angle or 1 9/16 by 1 Inch channel, 12 feet long. � Hanger JF'tl ' r .. , e alv� ._ I g Wire. AS A 641 �ta�na.mum i2 gig g �.na.zed SEPT 19,96 POLICE DEPT ADDITION & REMODELy TIGARD 092 60 3 ,4 r I steal wire + , 6. Seismic Braces: Manufacturer's standard steel r, a K� compress on post bracing.,, � 7. Acceptable Fire Rated Suspension Systems: : by Chicago`Metallic Rigid X Drywall, SuspeFsa.vn�S�� 65p � g y team y y g b USG 7Cntera.ors, Series' ' CSR b National :Rollin Mills. � C• Face, and Backing Board Panelse r Gypsum Face Panels: ASTMC 36, long edges tapered and count orbevelEd, Tape 'oX'egypsum core, 5/8 inchthick. 2 a Exterior Soffit Board race Panels': ASTM C 931, Type X- gypsum core, 5/8 inch thick 3. Gypsum Base Panels: ASTM C 442, Type IIXII thick. S/g inch 4 Glass Mesh Mortar Unit Panels: 7/16 inches thick, Wonder- 'Board b (.).�.Z• ..._ y Corporation/Modulars, Inc. , or Durock by United Mates Gypsum. 5. Moisture resistant ant g'ypsum board: ASTM C 6 3 p, UBC Standard No. 47--6 type "X1°` gypsum, core, 5/8 inchea thick, tapered edges. D. Joint Treatment Materialsa : 1. Gypsum Board Joint Treatment Materials: ASTM C 475, types. re commended by gypsum aboard manufacturer. i 2. Gyp mim Board Reinforci ng: Cross-fibers° pr Perforated paper, 2 inches wide a se' ; � hes wide, pressure 3. Glass Mesh Mortar Univ Tape: 2 inc . nsitive adhesz�te, open mesh fiberglass tape'. E. Metal Tri .m and Vtarii�llq Accessories 1: Square, Cornu. T ( ` rim:. Galvanized steel, 1 1:/4 inch' widen C / t 2. Edge Z'rima Galvaniseit'd steel 7 $ h expo,iet face,_ total w�. -1t . l Joint Trim, One pl h s / 3. race Cci'� r�o wa.th l 4 inch-open slo � 4 inch eCe zinc, 1 3 'tape for remoua l after f 1 a y covered ��ith plastic p t ni�hng. 4. Shaft Wali. Fainng angels: 24 gage eorrosan resistant steel and 0 e,063 inch thick aluminum Framing angles ¢ SEP`." 1996 POLICE DEPT AODITIONr & A]ENSCJDEL, TIGARJd 05260 4 t. t w s i i furnished or recommended by shaft wall 'stud manufacturer. F. Wall, Soffit, and ceiling Reveal Moldings; N .. Material: Etruded alumInum, ASTM P 221f6063-T5 allay temper.,, emper. . r . . 2e Acceptable Reveal Moldings Plaster and Drywall Moldings by Fry Re-glee---Dura-Trim Drywall Detailing -Trims by MM Systems Coarpora.tion. G. Panel Adhesives and Fasteners: rs: :My 1. Panel Adhesives: ASTM C 557. 2. Screws. ASTM C 1.00.2 H. Sound Control Insulation: 1. Type: Mineral fiberor fiberglass insulation blanket' , ASTIM C 665, unfaced, 1.5 pcf minimum thickness. . thickness. • 3 , 2. Wall insulation: inches minimum tk� 3. Ceiling Insulation: 3 inohes minimum thickness'. r 16 Sealants: 1. Elastomeric Sealant ES-6: ASTM C 920 Class 25 r � , rade , ISS, Type S► mildew resistant silicone. 2. Acrylic Caulking,' CK-10 Acrylic latex or acrylic tearpolymer. 3 Acoustical Caulking, CIS-3: ASTM C 9: 9, non hardening polyisobutylene rubber. 4. Comply with requirements in Section 01500, Joint Sealers for materials and methods of installation. Je Prime Coata { 1 2'Ypew latex base flat sealer. . i ' ... � _ .� Sheetrrxck First C by U.8. 2, ecce .able Pr�.me Coats b oat Gypsum Company, gypsum primer by Eeadex Manufacturing f CompanyInc. PART 3 MOUTIoN SEPI' 1996 PCl ICE °DEPT ADDTTZ�JN' & REMODEL T3GAD t�9260 - 5 I 1 t' c lk 3.1. PERFORMANCE ' A Pr©tE:Ltl.�i.t: G III Provide temporary covering to eliminate splattering of joint compound and prime coat on adjacent finished surfaces, ; B4 Surface' Preparation: - °pyz framing and ceiling suspension wire . . l C;oocrdinateartiti 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 REQiJIREMENTSF ,'o R INSTALLATIONOF FRA14INC SYSTEMS' . Cam l with ASZ'N! C 74 for installation of A p � shads, runners and furring ,channelso B. Space framing and fasteners as required to meet allowable deflection and fire rating requirements, , give support ort for g covering material, and; as indicated on 13rawing8. C."', Com 1 with Underwriters erwriters Laboratories, Inc. and Building Code requirements`' for fire ratedassemblies. ,w tJ. Install 20 gage C ds at walls which support handrail bracketst rab bars mechanical equipment, electrcala equipment, and ,,. ; fire extinguisher and stand pipe cabinets mounted on stud partitions. Ea Insta ll 20 gage C-studs in framed. walls with glass mesh mortar unit panels as, a substrate for bathtub/shower units, E. install bloc kix� as re g quired for equipment and components shown ol1 the drawing: 3.3 � IN STALLATION Off' FRAMM OPENINGS ' Co enin r uremen� ordinate op g q ," is for fire ext ayngUisher pipes,,cabinets�' toilet accessories� :� es condua.ts, . ducts;. ligiht f ix aresi electrical boxes, end other �.tems concealed within fr amitiq space. I „ a B. stll fx'aming McMbers around it e�is shown to be rece9sed. In within framing space. C;d Install steel cold-r led ehannels move arid. below Wall opening which interrupt stud framing members and extend T ADbr, ION AtMO)E: y ,- 19-96 .. ,. L Alm ,. 0��`6� -- C� PC3 SF..��'rI,IG"F� DEP r �, pt'I� I t t the channels to 4 feet beyond each h, jamb, to transfer loads to the adjacentstuds. I if D• Install two boxed 25 gage or two 20gage C-studs at Boar jambs and comply with recom' nendations i GA-21.3. n Gypsum association -, 3.4 INSTALLATION OF SOUND CONTROL INSULATION A. Where sound control insulation is indicat ed, fCi11 boomed st�xd5 I and header Reams with insulation equal to adjacent wall insulation. 71 B See llrawings for locations of sound ,controlwalls and' ceilings. 'C. Install sound control insulation between studs of interior sound control walls. INSTALLATION N OF BZ.,Ot":KING E A. Install 14 gage continuous steel plate blocking or 1 1/2 inch wide nested Gold nnel blockin� ani anchor to steel studs for structural esu cho q pp rt for toilet compartments, grab .bars, and ,handrails. 3 . 6 INSTALLATION OF `CEILING SUSPEN s.LuN SYSTEMS A. j neer with hanger wire Install nstallmM in .runners at 43 -nches cn center not re t than 48 a.nrhes ®ncenter -)ng xuizners`e Wrap hanger wire at 'least 3 full' turns. Connect ct,ass me mbers to main runners and space at not more than 24 inches to center. D. Place �.ddition, crow members 8 inches from ends of gypsum board- panels p and adjacent- to recessed light fixtures r 3 E. Install. wall angle or 9 g channel where ceil.irig meets vertical surfaces. F• an! tom tulrer°s primte'd instruct'ohg far member p Y anPr spacing: ndfast i G CO%Ply, with requirements In A8TN! O 754. H. Install da a oral b.rac�n + . Bei. g " "g and compressa.on posts to resX.st siriic' loads. 3 ,7 ZNS 'ALLP.TLdN 1 d I EOU'I.AEMENTS pop, 0YPSUM PANEIrS SEPI 1996 POLICE ,DEPT AVOIZiON , RtMOM', TIGAi�D 05260 - 7 I I fi I r 6' A. Comply with ASTM C 840 and GypsUm Association Specifications OA-216 B. Install panels 'in, thickness indicated and as required to meet al an structural d f�.re ,rat s.ng requirements., su C, Screw gypm bo and to 'supports as recommended by manufacturer. D. For verticalparta.ti�an gypsum board installation, offset points on opposite sides of stud framing. E. Saw cut smallpenetra°t n openings in gypsum :panels for �o perietrat ions of conduit, pipe, electrical panels, and Y� fixtures by `a method which will not fracture the core , or tear the face paper. Install gypsum panels with ends and edges over framing members G. Stagger gypsum panel end 'joints. 3.8 INSTALLATION OF FACE AND BACKINGPANELS A. Install gypsum 'base., panels as a substrate for fa y q �e panels where two la ers are required or indicated. E. Inst all wal), panels to w�.thin 1/4 inch nch of f lour 3.9 tNSTALL,ATION OF, JOINT MATERIALS r A. Insta ll corner beads at external corners B. Install castingbead at. e xposed edges b C, install expa.nsion, joints where required by site conditions i and as ndicated in i ASTM C 840 D. Install acrylic caulking, CK-1 where required to fill exposed openixigs, E. Install acoustical cau lka.ng, CK-3 at edges and. penetrationsi of gypsum board surface in sound control walls and, ceiling. posed seal w ' ex ant joints Install elasomeric sealant - ]ES 6 at with movement greaten Athan 5 perCen- of j o,int width. S ry 3.10 FINISHING EXPOSED GYPS' BOARD `CI�J F': NISI-T ;Li A► EAS A, Apply joint tape and compound at Joints between gypsum boards , SEPT 1:996 POLICE 1)EPT 'AbbITION Vit' REMODEL, TIdXRD 09260 8 y rt 6 r' B, ' Apply compound at accessory flanges, penetrations, faster heads, and surface defects, C. Install compound in three `coats, sand after last two coats. D. Do not damage paper face, of gypsum panels during ,sandin of point compound., E. Wipe gypsum surfaces with a wet sponge-of ter- final -sanding. F. heave, gypsum board joints and surface smooth for field f tdshing, 3. 11 FINISHING EXPOSED BOARD IN UNFINISHED AREAS A, .Apply 'joint tape and compound at Jointsbetween, boards 3.1.2 PRIME COAT; FINISHING A. S ra brush. orroller apply prime coat exposed gypsum surfaces at 300 to 50Otspuare feet per q p , gallon as recommendea by manufacturer. 3613 COMPLETION 4 i Vii, Adjusting Defective Work 1. Replace defective wall and ceiling framing members. 20 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. Adj ust ceiling height to meet maximum deflection 111 mics of L/360' -;B s � Daily cleaning. 1, Remove gypsum dist from adjacent surfaces. 2. Remove exeess joint compound from adjacent surfaces 3 Remove wall and ceiling prime cost overspray from ad,: . acent surfaces. , c F irlal cle 1. Remotrc ekcess materials from the ite r 3.14 Tolerances I 996 POLICE DEPT SEPT �.' T ,DDZ TTON & "RE ODEI TIOARD d92 0 3 G i I , s A. Maximum Varriation of Finished Gypsum Board Sur,'�ace from 'rue �4 Flatness e 1r8 inch in 10 feet in any direction. SND OF u � S I I I I EGI'ION I I . L �a I I I I; i { I SEPT 1.996 POLICE DEPT ADDITION & RENCIDEF i TIGA,RD 49:2 10 a k; 1 I SECTION 0557.1 SUSPENDED ACOUSTICAL CEILINGS PART 1 GENERAL` n 1.01 INCLUDED A. Suspended'metal grist..ceiling `system. B. Acoustic al ley-in til�., (2 x-2 .y C. Non-fire rated assembly D Perimeter trim. 1.02 WORK FURNISHED BUT INSTALLED UNDER OTHER ,SECTIONS Not Used 1.03 RELATED FORK A. Section 09260 Gypsum Board: Gypsum gall and ceiling systems. B. Section 15300:' 1 Sprinkler, meads in ceiling system. on 15870. A, C Section it diffusion devices Da'- Section 16500: Light fixtures in ceiling system. 1.o4 REFERENCES ,A. ASTM 0635 - Metal Suspension Systems for Acoustical Tile and Lay-in Panal Ceilings. B. ,ASTM C636 -� nstallation of Metal Ceiling Suspension Systems for Acoustical Tile and L6y--in Panels. C. ASTM A651 Specification for zinc-Coated (galvanized) i carbon steel wite Oil International Conference of Building Officials UBC Standard No: 47-18: Mehl suspension sV-stems for acoustical file and P. la min ' Ings. panel, ce a.1 y 1.05 SYSTEM DESCRIPTION Jot Used SEPTI 13�°6 POLICE DEPT . ,DDIT QN F2EMOI)E r, 1T I 0APZ 09511 1 f i 1.06 QUALITY AS _ ..., �Ul2ANCE' ' A. Manufacturer* Company specializing in m.anufacturc of . ceiling suspension on s stem a P y nd 'ceiling tile p anels with three (3) years minimum experience. r� , B. Installer: Company, with three (�� years minimum „ documented experience and approved by manufacturer• k 10 07 REGULATORY ,REQUIREMtENTS A. conform.to applicable USC and other overmin Pp g g codes for y q i , combust alit re uireme nts for materials m ..., ib 1.08 SUBMITTALS A. Indicate on shop drawings, grid layout and. related dimensioning, junctions with other work or ceiling finishes, interrelation of . mechanical and electrical items related to system, etc. 1. `Indicate hunger wire spacing, diagonal seismic bra61ng, dimensions from perimeter wall to ceiling grid framing, and penetration details for light futures, columns, and air diffusers. 2 ' Indicate allowable loads carried ' . by hanger wire,. Ind may n. runners, tees, wall angels, and diagonal b rac .ng. Provide product data on metal grid system components, acoustic units, and accessories. ., Submit two (2) samples full size, illustratinig material and finish of acoustic units D. Submit two (2) samples each, 24 inchesit long,: of a suspensicn' syStem main runner, cross runner unn.,.r an' , and edge tr6.m.' _ ESubmmci nst�uCt�o nse1 -i E 1.09 ; NVIRONMENTAL REQUIREMENTS � Maintain uhiform tem• perature of minimum 60 degrees F, and hUl d t of 20 to 40 ercent r y p p io�� ta, during, and after installations 10 S .�� 1� SEQUENCING,/8CHEDULSNG A• ' ` : . , Do not in acoustical Ceilings ur tril bUilda.ng is enclosed, sufficient heat is prc.Vi,ded; dust generating SE 'T 1996 POLICE DEPTDbSTION & PENOJ ,L, TIC b 055 .1 2 i D j 1. V i r activities haveterminated, axed overhead completed,' tested, and a work is pproved. B. Schedule installation of acoustic unit wet work is dry, s after intepiQr 1.1 EXTRA STOCK ,a A, Furnish additional acoustical tile 'and { Of total installed. panels--equal' to 5% 1.1.2 QUALIT ASSURANCE A. Regulatory agency requirements Protide str uctural supporting , memb ersfor o concealed esystem to ''resistspension, building officloads gy � oilocali $,C. �tandard�4718Pr II=. PART 2 PRODUCTS' CCEPTABT, E NIAN IUFACTURERS SUSPENSION SYS TEN! x. 01 A A, Chicago "Metallic Corp. ; 31-2-653-4600. E. L7 0 oa�n Corp. 6• 216 871-lm00 C, NationalRolling Mills, Inc. ,- 215694-6700, ° b• Roblin Building, PrCduCts; 716--825-6650 E. Or approved equal, 2. 02 SUSPE ` jqSION SYS'T'EM MAT'ERZALrS A.« Grid: ASTM C635 f intermediate, non-fire rated exposed T; Components the cut and interlocka:ng e g'Ado `.desssyosr tieems.a Stabilizer bars, clmoldlng r hold down e dg ei ssociP8 etc, required fr sus enver . C Mate Grid Mate1 i rials: Commercial quality cold rolls d Steel:. D Grid V i nish a X711. e i -. Ed Su g Primed steel ppor Channels and pian ers. 8126 Arid yp Ce lin© suit apP"cat "ooh, to rigidly secure acoustic g system inolud�.n integral mechanical and ctr Cal coxnpc nei�ts Ith maximum deflectiQ n Of 1 3 {I electrical . /j 6 SEPT`' 1996 P(�I,TCE DEP ' ION & REMODEL TIGARD T DDI ' 3 a G 2 w 03 ACCEPTABLE MANUFACTURERS — ACOUSTIC UNITS ' A. Armstrong Non Directional Fissured " ; 6 r $. USIG or equal manufactures - Style 11F,10 Fissured 136=-SL t 'Shadow Line - Acustone, Type. 2.04 ' ACOUSTIC UNIT MATERIALS A. Acoustic. Panels C 1.. Size: 24 x 24 inches. 20 'thickness: 5/8 : inches 3i. Composition: Mineral. 4 w Tright Ref lectand : 75 percent. 5. NRC Range: .55 to w85 6 w STC Range 35 to 44 7. Edge: Tegu'lar.e i 8. Surface Color: White. 9 w Surface. Finish: Random Vissured only. �.� Flame spread (ASTHMA) 25 or under. 2005 ACCESSORTFS As ; Manufacturer's Standard y l PART 3 EXECUTION a 3. 1 INSPECTION ,' A, Verify that existing conditions are ready to receive work w Re Verify that layout of hangers will not interfere with other work i a3e JLriYi p g , . f 'installation means acce tante of existing: inning o. condItlons. 3 0 IN LI� I,O�y 3 w AJ2 � INST:A d.1C1T:LAJ1'1 POLIC RMCDET � TIGRD8RT 155 09511 4 t r 3.02 INSTALLATION ' x A Install, , system in accordance with ASTM X536, manufacturer's instructions and as supplemented 'in this � Section„ B. Trastall system capable of supporting imposed loads to a deflection of 1/360 maximum C. Comply with UBC 47-1840 stall after majorabove ceiling work is , complete. w� D. Coord3.nate, the location of hangers with other work. ,. ES Supply g - installation with' instrt��:ticns .f or t pp y hangers theirinserts fcr insta correct placement. If metal deck is :not 'Supplied 'with hanger tabs, coordinate the installation of hanger clips during steel deck erection. a . .�. g g rap . han ger wire dt 1' required. W Provide additional hangers and inserts as re u g east three (3) full turns i p. Mang system independent of walls, columns, ducts, pipes j ti and conduit. Where carrying members are spliced avoid visible displacement of face plane of add acent members C. 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 ref lecte �` d plan. Do not support cowp orients on main runners or cross runners, if weight causes total dead loan to exceed deflection • capability. Support fixture loads �y supplementary hangers support components 1n loads u L7. Do not , eccentrically load system, or produce rotation of runners. K Instal! edge moldingat inter n of ce.�ling and Vertical surfaces, using longest practical lengths. • a provide edgo moldings a Mitox� cornerart junctions with c ' other interruptions. L d -Pit acoustic units in place; free from damagedg edges or other defects dettlMental to appearance and functione Lay pat units one w Nr � way with - ecta.onal ter La dir s patterned y pattern . parallel to longest room axis. Fit border, neatly against' abutting surfaces a , C SEPT 1990 POLICE DEPT ADDITION, & REMC7,DEx T:LGAb 09511 .5 e y. } N. Install acoustic units levelin uniform plane, and free r ' 1 from. twiste war and dents. ts. O• sInetall diagonal bracin for sus ende ,w f *ling system as ,fie wired t p d . cel . .q , o meet lateral loads of the ceiling dur .ng eeismic activity as required :by latest UBC 4 Standard 47-18 part IIT. — M *requiredY catIe hander wire a�'eu� mechanical +or necessary � log plumbing, fire sprink er, 4� and electrical equipment with trapeze suspension system. s, . Install hold-down clips to retain panels itight to grid 4 system within 20 g ft of an` exterior door.' a, F. Install light fixture boxes ' ' constructed r.ue e o f gypsum board light fixtures in accordance with UL assemblyrequirements for fire 'rated areas .�.;,. Y.., 3.03. TOLERANCES :w A. Variation from 'B .. lit and Level Surface; 1/fte 8 inch in . � D. Variation from dumb of Grid Members Caused by Eccentric Loads Two 2 dzgrees maximum. 3004 CLEANING OF ACOUSTICAL CEILING GRID A. Clean expos . g suspension members prier to ed cea.1 a.n sus ensu installation of cea.ling panels. 3. 05 ADJU STING DEFECTIVE WORD A Remove and. replace panels impx° perl Y placed broken, and damaged prior to Substantial`.Completion as directed by the Architect. ,. 3 .04 8c.j4tDuLE A. See Ref1eted Cella. ng plan. i END OF SECTION 1 f t { SEPT x.99 Es P01 1 8 DEP'Z' AD►l`)1'1'ZC?IJ & R EI�IO �3E�, TIGA�I3 I t f I i : SECTION 09688 CARPET-CLU. DO WN & R U$BER BSS. PART 1 ' GENJERAL } 1 .01 v VION INCLUDES �. Cs.r eti p glue down method. B. , 4" Rubber Base C. Accessories 1 .02 RELATED SECTIONS A. SeC4$-ic".n 03001 : Concrete. 1 •0 3 REFERENCES w ANSI/ASTM E648 - Critical Radiant Flux of Floor Covering S yst Ms Using a Radiant Meat Energy Source ' . ASTM E84 - Surface Burning Characteristics of Br�ildin Materials.4 g C. FS DDD--Cr-9S - Carets and Rur Wool j i�yle�ra Acrylic, y c, D FS DDD--C-0095 - Carpet and Mugs, Wool, Nylozi, Acrylic, Modacryiac, Polyester, Polypropylene, E.• FS DpD�C�1559 Carget, hoop, Low Pile Height, High Density, Woven or Tufted with Attached Cushioning. 1 . 04 SUBMITTALS A Submit shops drawings and product data (include fire testing) . , i Oil Shop drawings indi'ca+:e seaming plan method d seams, direction of Carpet, ' of Joining r andOin: 1 materia s 7 is to dissimilar' ; o C Provide �roduet data on specifiedproducts } h I describing g physical, and charactersstics; sizes:} patterns colors avdilable, and method of installat�; 1 ono 0 D. Submit one.:: 1 } sang le 1 c 2 ;nc,h< in size iilustrati n � 9 col.c:r and hatt�ern for each ch carpet matrzal specified. S ;PT I r.96 PdL�CG DEPTADDITION & AkOb L, TzCARD 068 8 f, i t EX E E. Su , t manufacturers s .nstallation instructions 1 .05 OPERATION AND MAINTENANCE' DATA A. Submit cpes;.at .on and maintenance data,:, B. Include maintenance procedures materials,, , recomendPdmaintenancYah .. e and sugg�e,sted schedule for clean. shampooing. _ ng and � s 1 .06 QUALij'Y ASSURANCE ' A. Manuf act � .� , urer: Com an p three 3 p s ecIa '1 ng in woven carpet witf► �. ( ) Fears minimum experience. " B. Installer: Company with three (3) years minimum doc;uMented experience and a pproved b � manufacturer. REGULATORY REQUIREMENTS' 4a A. Conform, I to applicable governing code for flammak�a.lit carpet y r eguirements in accordance with ASTM E$4 b. Confo m to AN 1 '� TM E648. 11 -68 9NVIRaNMENTAL REQ'UIREMEXTS A. Store mater -els for three days pr3. to installation in area 'of installation to achev�-� � a temperature stability. E. Mainta3. in Minimum 70 degrees F ambient temperature t,hre' days prior to, during; and 24 '� Materials. hours after installation of 1 Q9 EXTRA MATERIALS Furnish additional carpet equal to 6� of total ins � foo each color and installed pattern on jobs 'PAR'T '2I PRODUCTS 2` Q1 MANUFACTURER Mohawk i y.aF 1 ; �pet SUPertron Topnotch'g or archi equal. - from one dye lot. hated approved 2.0ATEkIALS COnstructio n, Moven Ire erloc Pi1.e Height i 0. 1.99 in / ch (approx. ) Sttces .nch d Face Yarn 0 0 t Antib' I13Yarn dyed 96 ESET ArsDxTlcrEroE ,yIb � 09688 - 2 I it TMs..:.. 1 V. I ww' s P I continuous filament nylon with build-in' static control Face Yarn Weight: 30:40z. per sq ydl } , Weight Density 162 0,814 Primary Back: Synthetic , Flammability: RadientPanel (E-648) Class 1 Exceeds .45/CM2 (direct glue': fi method) Smoke Density: NfBS' Stoke Chamber (E-662) ;Tess than 450 Static p _ � o Pro ens�.ty. AATC 1,34 under 2.0 KV Row Width: 12 feet Color: Per Architect a 2:03 ACCESSORIES I A. Sub-Floor Filler: White premix latex; type recommended by carpet manufacturer. • i D. Primers and Adhesives: Waterproof; of types recommended j by carpet manufacturer 2.04 MATERIALS BASE A. Base: , vs , SS-WL -4'0--4 0 Type. I rubber coved: ht 4 i j 1 Height, nch' (10 0 mm) � ` i 2 4 Thickness,,, ,1 8 / inch (3 thick) 3 R Length. I 4 foot 0 .2 m) sections. atoll 40 Manufacturers a., Flexco Style b. Azrock Style: co, Mercer 1�er Stylet 2 .05 ACCESSORIES Ai Subfloor Filler: White preknixlate, tyke recommended. by '. adhesive material manufacturer, B Primes and Adhesives: Waterproof; types recommended by flooring manufacturer. 'i C• Edge Straps: metal. k D Cans trip! Meta .: ESea3.er, and SVa.x: types recommended by flnos•in j maftufactiurer r PART 3 1 EXECIJT.TOX 3 :01 8XAMINATION :8 gpT 1506 POL_XCE IDEPT ADD TIQN' REMODEL'.: ` IGtb X9688 3 4 I 1 L ii I i i i, i r t •. r: F. erYY that substrate f € r�axzmum vagi surfaces are. smooth and flat with ation of 1/8 inch in 1 Q f't and are ready t� a receive work. f t • Ver-ify concrete floors are dry to a maximum nnoisture content of 7 percent; � daronizatan, Or dust and exhibit negative a'!J�alinty M+ nc . C. -Beginning of ins tall.ataon meana acceptance , ofexisting substrate and site conditions. r� PI 3 Q PREPARATION + A Remove sub--floor ridges and humpa, dill low spots : �t. , filler, points h4 .es and d other defects! su �-floor ' B. ApPIY, trowel, and float filler to leave smooth flat, .t hard surface.,, ' C. Prohibit traffic until filler is cured. D. 'Vacuum floor, surface 3i.o3 INSTALLATION Appy car et and adhesive in accord_ once with acturers instructions D• I,a out ,oll's o carpet for �xproval. Y w. C• Double cut car `etto Carpet,, allo- w intended seam and pattern match. Make cuts straight, txue, and tanfrayed. Ed seam Carpetareas,,at all e D. Locate Beams in ;area of lust traffic. peaked free arts 'strs,ic��t# a�ot 'crowded or , of se gaps. i F. Lay Ca ipet on floors 6th dun of dile in same direction I as antic" aced traffic, C Do not cYaan a run of pile in y om where carpet is ' ut�us 'through a T��all �� � ori �o Locate! 9 a enin ,Ihf-O another room L COTltan ch y dn9e of eolc�r. or door c:cnterline.Ho pattern bet�r�en rooms under, Cut and fit c, 3. around interruptions, ' . i SEPT 19 6 P+OLICt DvPT AbPITIbN �: RENPO]JEI 'PICARD 09688 - 4 r �s rt; 7 Y. Fit carpet tight to intersectionI ...with v without !gaps. ertacal surfaces it 3,04 CLEANING I A. Remove k excess es � h a �ih e sx�re from floor, base, arra. wall, surfaces without damage. Bf Clean and va c u. u m I c ar t' surfaces. . � I 3.05 PROTECTION k I A Prohibit traffic .From carpet areas for 24 hears of ter i installation. I ]END OF SECTIO14 t f is ill I � I SEPT g POLICE DEPT ADD TION t kEMObjU"" 69688 5 Y � Ia I —7 I t f { C G C SECTION 09900 PAINTING PART 1 GENERAL �i NCLUDES EXTE 1.01 SE..TTON 1 RIC.1R PAII3TING A Primed st eel. I; B. Galvanized steel. C. Equipment not factory finished. 02 SECTION. � ' INCLUDES INTERIOR PAINTING A• Gypsum lboard. B• Concreto floors. Cp Primed steely D Trimt' rails, etc f p . C Plumbing, tiUAC, and a �cposed piping and. ducts' �� electrical e and equ+ipment not factory finished, j. 1.03 RELATED WOR A• Division54:� - Skop Priming of Steel by Fabricator E• Divisions 10 11, 12, 13, 14f 15 and 16: Shop Priming • and Finishing of Equipm6nt and systems by Fabricator. 1. 04 REFERENCES A• M D16 'Definition g s of Terms. Relata.n to Paint; Varnish, L accu :r; and Related Products B• ASTM, Test Method for Moisture Content of Woo d. . 05 DEVINITIbilIS A. Conform to ANSI ASTM D16 f or inter. ret at10": Of terms user 4.. in this Section.' 4 1-A a6 QUALITY ASSU RANGE A. Product Manufac-turero . , + . Company speca:al.�v�.ng in manufaoturin g� 'tyr paint and f�:nish products with l quality throe 3� ears eXp�rli C � Y' encs , . N "SEPT 19961 POLICE DEPT ADDITIONS & F't ODELj 'I'TGARD 09900 1 II ! i L, j ; = r IiI t i E. Applicator: `Company specializing in commercial paintinr and finishing with three (3) gears documented experience. approved by product manufacturer. " E 1.07 REGULA'T'ORY REQUIREMENTS ,A. Conform to applicable code for flame/fuel/smoke rating requirements for finishes ; 1.08 COLON REQUIREMENTS: (,. A. Match colors indicated on Room Color Schedule at end of taxis Section. `^ 4. 1.09 8U8MITTALS ate. A. Provide p � all finishing products including manufacturer , min. dr film thickness for each coat ° y , system. B. Submit two - 2) samples 8 x -8 inch in size illustrating ( P ranee of colors and textures .available for each surface , finishing product scheduled (for selection by Architect) � y: C. Obtain written apps-oval of coatings from Architect prior , to order • i n�, t 1.09 FIELD SAMPLES A. On actual building components, duplicate , finishes on acceptable office samples. B. Provide wall sof t aril ceilin g colors and finishes on x.00 sq* ft.. of in-place' surfaces C. Provide e colump trim, and, e u i ment colors and finishes , on 10 lineal feet of in place surfaces_: D Architect will review for color,. Ar , texture and sheen only. s p p- y E. Acceptable samples may be incorporated 'in the work: F. Finished surfaces wi�ble f eld �am1ll los be evaluated i comparison to acceptable, : P 1:10 DELIVERY S'I'CiRAGE; AND HANDLING A: Deliver products to site in sealed and labelled' _,... f conta .ners. inspect to veriYacceptahce D. Container: labelling to include manufacturer's name, type of paint,; brand name t. branch Bode, coverage; surface SEPT 1996 POLICE DEPT ADDITION &' R.EMODgLi' TIGARD 09500 2 I Al preparation, drying time, cleanu color r p des n at�.o n instructions dor mixing'',and reducing. g and r C. Stare paint materials at minimum ambient tem eratu^ • p � a of 45 degrees E and a maximum of 90 de rees in ventilated area, unless required g otherwise well manufacturerls instructions: y E. Take precautionary gneasures to prevent fire rhaza spontaneous combustion. rd..a and ENVIRONMENTAL REQUIELEMENTS A. Provide continu ous vent3.lation and heating' facilitie` maintain p s t0 surface and ambient temperatures ab �,. eve` 4 5 degrees F for 24 hours before, during, and 48 hours after manufacturer's • required otherwise b pplicat�.on of finishes unless r .Instructions. E Do not apply eterj`aar idify coat a.ngs during rain or snow,, or when relative humis , above 50 pre required otherwZse b turIned^cent, u nLe se y maf ° tructions. C. Minimum 'A licata.© pp n Temperatures for Latex paints-, 45 decrees E for interiors; 50 degrees F for extei, or qui b , unless reed otherwise y maru acturer s instructions. • minimum A ppla cation Temperaturefor 'Varnish and Finishes: ' 65 degrees �' g for Interior or exterior unless required Otherwise by manufacturer°s instruct-ions. E. • i g g 80 ft o ndles measured Prova.de l�. ht�.n 1e�*el of m dhei ht at substrate strate surface. 1,i12 EXTRAsToex A• Provide a one gallon �container ' to psurface texture oCr�rieolor and n ono end cont aneproper ly B : Label each coi in add nta'her with color, texture, room loeations, itiOn to the manufacturerIs label: 1.z8 SURFACE CONDITIONS ) i A , Do not, paint over dirt j rust, bl i sten ed paint gre We t substrates, or surface conditions detrimental str o i a durable paint � fon orms.tof SEPT 'I POLICE DEFT A'DUITION & REMOI3tL TIGARl7 1i1 II i i 0' ,..". .. , ....L.. ...«r a.......... I I is PART 2 PRODUCTS r r 2 . 01 ACCEPTABLE MANUFACTURERS, -, P AINT° 'V'ARIN'ISH BLOCS FILLERS ETC. ° A. Miller Paint and Wallpaper Co. , Inc. ; Portland, OR ; 503-233-4491 ;4 B. Fuller-018rien; South San Francisca, C'X , 415-761 2300 C. Glidden Coatin s &: Resins` DZF 'vision, SCM Corp........ �w.t D. Rodda paint Co. ; Portland, OR 503-245-0788 & t x - 503-244x7512 t E. PPG T dustries, Inc. Coatings & Division; 'vision; � . f Pitt8bUr4h, PA 412-434-3131. . Ameritone Paint and 'inTallcovering. G. Sherwin Williams Co. Professional Coatings Division, 800-321-8194. 2. 02 SEALER MANUFACTURERS A. ProSoco ° Inc. ,-; Kansas City, IS, 933-�-281-2700 B• Zharo ' System Products; Miami, FL 305-592-2081 ". Or a .ppro '2.'03 MATEAIALS _._. A. Coat"�.ri s Read mix 6d.x ed. Process pigments to a soft paste y, 1. '._ consistec capak�le of being readily and uniformly t0 a homogeneous coating. dispersed B. Coatings.- , Good flow and brusria.ng properties; Capable o drying or curing free of streaks or sags. E IC• Accessory . � J�atera.als. L�.nseed oil� s�ellr�.c t�xr�pentine, p^ th rlers and other' materials nat specifically pal indicated, but required to achieve ve the f i 'hishes sp ec fly Of, commercial quality. 2.04 ACCEPTABLE PAINTS r�uf actu Products b ma. _. A• tars listed may be used y When approVdd bythe Architect in writi a S�,PA POLICE DE StPT 96 > PT 1DDITION & REN!(?DEI , TIGA]f�D 09500 - 4 I s r i 2.05 EXTERIOR PRIMERS, SEALERS AND UNDERCOATS In A. Latex Primer: Miller Product 6040, Fuller-�O°Brien, Rodda, Ameritone, , Sherwin Williams B. Alkyd Steel Primer: Miller ; Product: ° ,, 468,... Fuller O'Brien, Rodda, Amer tone, Sherwin Williams. ' C. Galvanized Metal- Primer: Miller Product 484,.., Fuller O'Brien, Rodda, Ameritonr Sherwin William' 2.06 EXTERIOR OPAQUE PAINTS , , A. Alkyd Semigloss Exterior Enamel: Miller - Product X750 °� ° r odda, Ameritone, Sherwin Williams. Fuller-O Brien' R B. 100% Acrylic Latex Semigloss Exterior Enamel: Miller -� Product 7054r Rodda, Amritone, Sherwin Willi O'Brien. ams, Fuller i C. Epoxy Gloss Enamel: Miller - Product 1.10. x 2 .07 INTERIOR PRIMERS, SEALERS AND UNDERCOATS A. Alkyd Steel Primer: lMiller a Product 468, i r Fuller Braen Rodda Amer tone; sherwin 'Willxams. Be rse i Gypsum Primer Miller - Product 1540, Rodda, A mer t ne Sl�erwit W li'ams .� Fuller 0 -Bra.en. 2A8 INTERIOR OPAQUE PAINTS A. Alkyd Semigloss Enamel Miller Product 6750, Uller_0 Brien, Rodda, Ameritone, Sherwin Williams. B° 10 % Acrylic lic Latek Semi loss Enarme1 iller Product Fuller rienRoddy ritone7�BAmeSherwin Williams. 2.0 9 FINISHES . .. A. Romer` to schedule at end of 5ect,.on fir surfaee fans schedules h a G r PART 3 EXECU'T'ION 3ii0i 'l INSPECTION . Vori-f y that surfaces are ready to receive work as r instructed by the product, maz7ufacturer n 1• SEPT l9 96 POLICE ISEPT 'ADDITION ,&'ADDITION, REMODEL, P GAROr 49900 5 j' } y Et 'i I Examine surfaces scheduled to be i,fins.shed prior to commencement of work. Report any condition that may Potentially affect proper application. C» Measure moisture content of surfaces using anelectronic elec I moisturemeter- Lo not apply fin�.shes unless moisture content of surf aces are below, the ,foil owing maximums. 3 » Plaster, and Gypsum Wallboard: -1-2 percent 2 . Interior' or' Located Wood; 15 percent, measured r accordance with ASTM D2016» in 3. Exterior Located Wood: 15 percent, measured in � s accordance with ASTM D2016. , �" . D. egii�►ning of installation means acceptance ' of existing rt surfaces. {off 3.02 PREPARATION A. Remove refanaahed items hardware are 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. E. Correct : �, j.ch affect wc�rkominor defects and clean surfaces who f thl.s Section. C» shellac and seal markswhich. may bleed through surface f1nishes. D. Impervious Suracs: Remove mildew Yay scrubbing with ' solution of tr i sodi, um phosphate and bleach. Rinse with cl can water and; allow surface to dry. Gypsum Board Surfaces: Latex fill minor defects. Spot prime 'defects after repair , G l vani Zed Surf aces: Remove surf ace c ° antaiftination and is and wash with solvent. Apply of etching primer. } G» Shop Primed Steel Surfaces: Sand and scrape to ' remove � . . loose pry mer and rust Feather edges to make' touch ' p P [.,m. etches neons icuous Clean surfaces with solvent: Prime bare steel surfac shop primed !items es. Prime metal items 'including. ht Interior wood items Scheduled to Receive Finish Wipe of �,.�, p f dust and rit r,�:ar to nein » Seal. kna ..� pitch g P pr SEPT 9�6 POLI-Cnl DEPT ADDITI©N REMODEL, TIC 1) �ur i ; i. 'F I streaks, and sappy sections with sealer Fill nail holes and crac} s after primer has dried sand,' bet ween coats. T. Wood and Metal Doors Scheduled for Pa ntin .bottom edges with prirner. ge Seal ton and Cover and protect, finished: meta 1alaminum. including anodized • Cover and; protect I,movie g parts of equipment ident fic t.-o i 1ud operating units and performance ratings name zng' wiring diagrams, labels. plates, and code-.required Lo Removeoter "cti P ve covers and reinstall' removed s � after f inisha.n9 ad.j aceta surfaces. It tem"' 3.03 PROTECTION s A. Protect elements surrounding the Work of this Section .. from damage or disfigurationction . D. Repair ,damage to other surfaces cans Section. edb work Y of this C. Furnish ' dro Cloths,l oths, sh,telds, and protect ve' methods p aroppings from dish ur" to ::prevent spray or g ing other surfaces. d Remo , D. Remove esmpty 'paint containers from " site. 3.04 APPLICATION A. Appyroduc ` p is in with accordance th coat instructions. in g manufacturer' s Dc► moisture shes to, surfaces that are n of apply finis t below Inaxi11 Uts In W dlcat_ ed in Ike m 3 Ol C. C. APPI' ` each coat toun "form f inish i D. Apply coat ,.unl h coat: of"paint slightly darker than unless otherw sea preceding PProvp:d E Fo Sand lightly between coat I s to achieve required finish. F. applied Coat to dr before next coat is applied. 0 Vlhi§re clear finishes are required tint " Wood: " leas into the grain before to match fork fit f a.l ekcess from �lurface o ore sit. Wipe 1 SEDT 1990OICD DE �I "SON & Fia�7E r TI OARD, Cl �i'0 0 -' 7 , a I t I, i H Prime hack surfaces of interior and exterior wood with primer paint. work z• Prise back surfaces of interior woodwork scheduled t receive stain; or varnish finish' with glr'ss varnish 1educed 25 'percent wJ ith mineral, spirits. �. Provide barrier coats over incompatible rimers where required. , p K. 'where recommended l'by manufacturer, sand light .y 'between eed'1:nC.r coc^aL.S» �uCC . r TJJN Apply each material at not less than the manufacturer°s recommended spreading rate to r provide a .total dry film thickness of not les ., than amount recommended- by. .coating manufacturer. , M. Match approved office and field. samples for texture and sheen. color, N. p Paint ex aced surfaces behind movable equipment a 4a. ryand furniture same as adjacent surfaces'. r Q. Paint surfaces be ha nde p rmanent lyf axed equipment or .:... furniture with prime coat' only. ,n CAL .AND ELECTRICAL EQUIPMENTI 3 .05 FINISHIl\IG MECHANICAL A. Pant interior 'surfaces of ducts where visible through register or grilles, flat black, paint a11. ducts pipes, conduits, light g pendants (exposed surfaces) . Also etch galvanized units prior to paantange B. Etc -p accent calors are scheduled �' �. .where ' mechanical and electrical work in finished stent Including exposed ducts as grilles to match ad deem �. a vers, and j Surfaces .{ . pa `an _ _ co edxuat lou cpt When factory a; { fan�,.�hed to -color matching adjacent. , surfaces or where accent colors are scheduled r- 3.06 C]�EAIVIIVC 1 .A.': As Work ,proceeds, p rom.p tly remove paint where spilled, led,s As. ©r, pattered. ; Y7. Duran a .. i i _ f g' progress of Work maintain premises free of i unnecessary accumulation of tools, equ pmerxt, surp- ma.t'erials, and debris. � f; J 4, w 5EP?` 199E PQZ,?C�,i DEPS' AbbITIoN REMODtjT,,to D 05900 $ I Ir i; I �t � f I I ' M C. Collect cotton waste, cloths, and material, which may'. constitute a fire hazard, place in closed metal containers and remove daisy from site. D. Daily: Remote paint splatters from high pressurelaminate, resilientflooring, an d' a um, glass, lar s gr lumin �,s and simi + finished surfaces 3607 SCHEDULE - SHOP PRIMED ZIEMS I'OR SITE FINISHING A. Steel Doors and Frames: section 08111 3.08 CORRECTING DEFECTI VE SURFACES A. Remove f in i sh f ,3and repaint .surfaces not �.n compliance with � specified requirements until finished surface meets specified requirements., a p q Repaint work not meeting minimum. dry film thickness. Repaint lines between accent colors as directed Ly architect to Obtain clean straight lines. 1 .09 CORRECTING DAMAGED SURFACESA. +.. Correct painting related damage to exposed surfaces by r3leaning, repairing, replacing and refinishing as r directed ,by 'Architect B. Touch up factory finished surfaces ' damaged during construction 3.10 SCHEDULE -,, EXTERIOR SURFACES A. Exterior Coated Sys i em II 1. One coat latex primer. 2� Two coats 100% acrylic latex enamel. semi-glass. �,. steel :., Galvanized 1 One coat zinc chromate primer. 2. Tiro coats alkyd enamel semi--glass. C. Shop Primed Steel Y 1. Shap coat (�by fabricator)' i_ Alkyd steel timer y p 2: �'�:rst co at Alkyd steel primer t6tch--up y 31 Second a.�.�, third coat b Alkyd semigloss exterior, 3 . 1,1 SOME )Mit INTERIOR SURFACES A WOOd Painted 16 ane coat alkyd prime sealer. , SEPT" '1556 , POLICE DEFT ADDITIOM & IREODEL, TIOARb 09500 -� 9 i . . ...,r:, ,.. _., r a �fr s ti 2 . Two coats latex enamel, semi-gloss. �aw_ B Wood Transparent. M 1.. Filler coatfor open( p grained wood only) . � Z. Two coats stain.. 3. One coat sealer. C. Steel -- Galvaniz' ed 1. One coat 'zinc chromate- pruner 2» Two coats alkyd enamel, gloss , i O. .Plaster,' Gypsum Board 1. One coat latex gypsum primer sealer. � 26 Two coats alkyd latex flat. E. Steel, Nongalvani,zed ' 10 First coat: Alkyd steel primer. 24, Second and Third coat Alkyd se119loss enamel. F. Steel (stair interior rails) ,. I. Epoxy 'enamel primer (shop) . 26 Two coats epoxy high gloss enamel 3.1.2 SCHEDULE w- COLORS Verify all with Archite s wc t. 'shed work to bfree f l ' A. Finished oal dust, debris or. damage resulting from any acts°.rt,ty under this Specification.' A11 loving party to be .,eft in proper Working order. C Remove or correct any defects 'resulting from the activity of ,the he Faintin Co acta� or his employees. g tr D. Damages x'esuJ_tin from g b the Faint,�.n g paa.nt�.ng,a�:tiy e •repaired y C'ontrac y g for a'� his own expense vi 0 E., Faint 'exp o8ed mechanical piping, ducts, electrical : a. ��evice,s in accejjted OSHA 1 re _ ired colors prion: to label applications b '. Upon 'Completion, the Parotin from the bu"l r shall reweave b materials Contracto and leave his'partl of th1 Work in s and debris createdbyhis a clown and finished coradition� adceptable tc the AArchitect. b END of SECTION , SEPT .19-46 DEPT AnDITION REMODEL TIGARO P650A m r F. f i a q MM 1 R SECTION 12512 R HORIZONTAL LOUVER BLINDS BART l GENERAL 1.1 SECTION INCLUDES '. A. _Horizontal slat- louver blinds;- - B. O Brat i.-a hardw�a„xe. ; � g 1.2 PRODUCE'S FURNISHED BUT NOT INSTALLED UNDER THIS' SECTION � ' j Not, used. 1.3 RELATED SECTIONS A. Sect°E.on 06114 Wood Blocking and Curb,' gig: Wall opening head support blocking 1.4 ALLOWANCES r Not used. 1.5 SYSTEM DESCRIPTION H iaontal slat at louver blinds installed at window openings; manual control of raising and lowering by cord for full range � locking; blade angle adjustable by Control, Wand. 1.6 SUBMITTALS A. Submit under provisions of Section 41300: D. Product Data: Provide data indicating physical and dimensional characteristics, and operating features. Samples a S�ubm nd' it three samples, 6 inch long illustrating slat C. fin m t r�.als a ;ish color, type and calor. N i S�UAL,�.FICATIO p . I Ae �tanufactur�r: , i Ccsm�any spe cializing in manufacturing the products specified in th's section wi�-h min mum thxeey ears experience MOCXUP 1.8 �. Aga P.rovid� 'of lc� eiibly UnderUnder provisions of � e inocku p .verblind ass EP 1 C POLICE' DEPT' ADD 'lON & PEMODEIr, TOARD 1251.2 1 a: x 1 Section 01400, r B0 Provide onemockup of on blind arse hardware and accessories, assembly with operable C Locate where directed. D Acceptable mockup may remain asp P rt of the Work. a i.9 FIELD MEASUREMENTS A• Verif that field measuremo r>w manufacturer, me are as instructed by the r 1.10 COORDINATION A. Coordinate stork under proviso ons of Section 01039. B• 'Coordinate the word with window installation .and lace conce placement of sled b�ock�.nc� to suppox°t blinds. p me 1.11 ' EXTRA MATERIALS` A. Pro id under provisions Of Section 0i'700. D. Provide ten additional slats of each size. PART 2 PRODUCTS r 2. 1 MANUFACTURERS x A. DeI Mar 'Window Coverings. B. Graber Companx. C Hunter; Douglas, Inc oo D. Levolor Lorentzen, Inc. F, ;Mai,athon Carey-=Mek'al.l Company ,.. FSubestitutions: Under provisions of Section 016001 �. MATERIALS A. Metal Slate: i , , r 1. i t inch wide o spring tempered ire-finshd aY ~ horizontal slats, r Man-u. ad�used slat cc -nerer with umznum. i mau�acturing butts removed; SE�'T 196r POLICE DEPT ATI0N & RSM X2512 s . Pi f , i i , f 1 K 2. Type 5-300 Bali. by Marathonor; Riviera by Levolor. B. Slat Support: Woven' polypropylene- pro ylene or braided o]. ester z p _ -p Y , ladder conf guratio'n. C. dze With hardwares and taeead Rail: Rx.a�-f ifiished, formed aluminum box; internally ; pulleys, wring for operation. 5 D. Cord and Wand:', Manufacturer',-s' standard. E. Read Support: Bracket Overhead head rail attachment F. Accessory Hardware: Type recommended by blind manufacturer. 2.3 FINISHES A. Blind Slat axed Head Rail Housing: color as selected. B. Card, Control Wand: color as selected. 2.4 FABRICATION Fabricate blindsto fit openings with uniform edge clearance of 1/4 inch' maximum 4 FART 3 EXECUTION- , 3.1 EXAMINATION At�r `. Verify at openings are ready to receive the worko , B. Ensure' Structural blacking and supports are correctly placed. 3.2 ' ' INSTALLATION A. Install,. in accorda�r blinds ice with manufacturer's . instructions. B. Secure in place with flush countersunk, concealed fasteners. � .,..ace a.ni.� r.. 5p to medii ate head supports as recommended by manufacturer fox size of blind �.nstalled r 'i 3.3 INSTALLATION TOLtAANCES inch. t j Var1, 'On Of Cap at Window Opening perimeter: 1/4 A. Ma� mu F I 1 Maximum Off set From Level 1/8 inch 3 4 ANTLTSTiX0 SEPT i996 POLICE DEPT AODI`I'IOIV & REMODEL, TIGAR�7 i i � i, 1 `x n' A. Adjust work under provisions of SectiOn 03700. , I BAdjust blinds for smooth operation. 3.5 CLEANING A. Clean work under provisions of 0 ,700. B. Clean blind Is cxCes just -prior to occ I upanoy. 3.6 SCHEDULE A' 'I Install blinds a_ 'at all interior re1.ites on office and all exterior windows I , ETD SECTION' dam.. i f j, I I A I ,r w f 'I SEPT 1996 POLICE MPT AnDITIIQN & REMpD E� 4 � J k _ I I I SECTION 15050 BASIC MATERIALSAND NIETHoDs PARTI GENERAL 1.01 SECTION INCLUDES A. Basic Materials and Methods s pacifically applicable to Division 15 Sections,in addition to]Division 1-General Requirements. B, The General Conditions'and General Requirements worm, . (Division 1)apply to this Division 15 of this C. Identification. 1.02 SYSTEMDESCRTTION W A. Provide`complete and fully operational systems with facilities and services to meet reqndicated and in accord with applicable codes,rules,regulations and ord n s ments i once.,. tdxe B. The Contract Documents incl d drawings ualit comjunction. ith each other. Tn cash of confli and hP icatlons which are to be interpreted art a representative Will govern, quality deemed best by the owners g The drawings are diagrammatic and da not show the exact location of i in ducts etc, 'w a7i,offsets in piping or The drawings do not necessarily show all the minute details of the'work, Contractor shall provide any other component or, w related system which is part sof the overall design and basic;equipmer�t and deem y whether or not listed thoroughness, ed necessary for its eomplction and a 1.03 REGULATORY REQUMMENTS A. Plumbing; Conform to Uniform Plumbin Authorities, g Code;Uniform Building Code and Governing B. Mechanical: Co nort�1 t0 U orm Mechanical . Cu d e Uniform f0 sn Buil_d n, g CodeAuthorrtaes. and Governing g C. Obtain and pay for all reqair ` permits,, inspection's frorli authorgty having'urisdicd on, 1.04 SUBMITTALS A. Submit un d er pro vxy5i oYz s of Secd or07.001, B• Submit shop drawings and product dal ' Prod grouped to include complete s systems, , submittals of related sums; Each bound shop drawings and product data be indexed a�q follow • tal,' P shall Products,and a�cessones in a sXna�le submit s, f_ , l.. Plumbing, 2. I3VAC. 3 e Protec tion C. Mark dimensions and values In units to ni a tch those cifi ed a OPT 1096 POf"C";DEPT ADDITION&RWODBL t f TI"avrAID 8050 l �1 en SECTION 15050 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. 3 Equipment Schedule Number; ; 41. Rough.-in data and dimensions. 5. Performance curves and rated capacities. t� 5, Motor characteristics and wiring diagrams.' 7. Operation characteristics. 8. Airborne noise levels.' 1.05 REMRENCE S A, ASME-American Society of Mechanical Enginee,s. B. ANSI AmeddranNational Standards Institute. r C, ASTM American Society for Testing and Materials. D. UL-Underwriters'Laboratories,14C. E. UBC-UnifoStm Building Code, F TSMC''-Uniform Mechanical Code. G. UPC-Uniform.Plumbing Code. H. ACI-American Concrete Institute. I. NFPA-National Fire Protection Association'. J. NEMA-National Electrical Manufacturer's Association, K. A9HAAE-American Society of Beating,Refrigeration and Air-Conditioning Engineers, L., UFC Uniform Fire Code. M. SMA CNA Sheet Metal and Air Conditioning Contractors, N. NBS-National Bureau of Standards. O AGA-American Cans Association. j 1.06 RECORD DRAWINGS q "nng work,shall apply, A ' In addition to Di�Szon 1 .ureteral Requirements,the follol B. As installed drawings:'Maintain a set of black lin . g e prints of the:building plans for the duration of the contract and mark a Record of the work as installation progresses, Dimensions shall be referenced from Visible Building features such as bearing g 5 or columns, ` structural eargn .wall P p , C� � anents required at Completion Requirements, Include one set of reproducible co ies with covering the following work, docu 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 no duplicate numbers, Mount chart in Janitors closet and im directed by Architect, 1:07 YISTTING THE PREMISES A. The contractor`before subixuttin a bid on the work must . g . ,the site and become familiar with all visit � risible existing conditions. As a result of having visited the premises,the_contractor shall be " responsible for the installation of the work as lot relates to such visible existing conditions. B. The submission of a bid gill be considered an acknowledgment on the part of the bidder of their i visitation to the site. I SEPT 1996 POLICE DEPT ADDITION&REMODEL,TIGARD IjOo-2 ' r SECTION 15050 BASIC MATERIALS AND METHODS 1.08' WARRANTY A. All new equipment,apparatus and work shall be free from all defects,shall be fabricated buil installed to deliver its frill rated capacity and effciency,for which it was specifically designed,t and E. Without additional charge,replace any work or new material which develops defects,except t from abuse,within one year from owner,acceptance, 1.09, SAFETY A.w Th contractor will be solely and completely responsible for'conditions of thejob site,including safety of all persons and';property Peaty during performance at the.work' This requirement will apply continuously and not be limited to normal working hours. � g CM-LING AND PATCHING A Ido all necessary cutting and patching of existing building and yard surfaces required as directed completion of the mech q ted by the architect for com P anical work. E. Do not cut structuralrtion without cut Architect's approval, Approval must be in writing. C. When masonry construction must be penetrated,furnish and install a steel pipe sleeve in o' nin R g ' $r lace in a cleat manner, Leave' surfa � and out in p ce to tc�atch exiting finish. I7, Prior to cutting any existing work,locate all concealed utilities to eliminate an possible se interruption or damage. Y P service E. Patch to match finish and color of,adlacent surfaces. PART 2 PRODUCTS 2:01 SUPPLEMENTARY CONDITIONS Anythingmentioned e shown on the drawings,or visa versa shall a A like.effect as � if shown the specifications and not , be of or mentioned in both. 2,02 MATERIAL AND EQUIPMENT coaitract shall be based A The upon furnishing all InateriaJs and equipment as new,of the best rade x and the latest products as listed in printed catalog data. g ' B, A11 articles of a kind shall be standard product of a single manufacturer, 2,J3 MAGNETIC STARTERS A. Stuface rnbuntedrna etre tarter with reset button,hand-off-auto switch in cover,and shall have t } P � legs, s recommended b: thermal overload rotective devices on all 'lin " g Saze all overload heaters a eivice y starter,for units contrmotor or equipment ufbacturer for s and location. Frovide"hand-O!Nutoll switch at each y fi.ne clocks,by pass timers ,wall Switches et t c 1. Provide aj ` ` rl�ary dry contact,one A and one N,C. i SEPT 195 BO- 3 POLICE DEPT ADDITION REMOI3EL TIG' �c ARD SECTION 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. For 120 volt starter provide control from 120 volt circuit supply` can trolled device. .. S 2.04 ACCESS:PANICLS , A. Furnish tinder this DeV?61A&I as specified in another Division of work; , 13. Furnish 18 X 18-inch panels for ceilings and for access to equipment in soffits and shafts,and A2" ti X120',for walls unless indicated otherwise, C, Furnish where'indicated anal w er h e requ.Yred to access valves,fire dampers,trap primers,shock arresters,and other appurtenances requiring operation,service or maintenance. Review lorvations with the Architect poor to installation, 2.0.5 PIPE SLEEVES «1 A, Inte'rior Wall Sleeves: 12 gauge galvanized steel,flush with wall on both Sides, 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 e+rtenor wall Sleeves, 106 00,P.,WALL AND CF ILINCa PLATES A, Furnish stamped split 'as follows; P P P later ., Floor Plates: Cast brassy chromium plated: 2. Well and Ceiling Plates; Spun Aluminum. I. G + ,7 MACHl1 MY GUARDS A, Furnish guards for Protection on all rotating d n10 metal fax Braves and motor all g . ,�ng Parts of equipment. Provide guards fox all P in an P eys,regardless of being enclosed in a metal cabinet, DealDesign guards so as not to restrict'Saar flow at fan inlets resultingto red � 1 :. � r P ri: aced ca aca C, Provide shaft holes in guards for easy use of tachometers at pulley centers, Guards shah be easily removable:for pulley adjustment or removal and changing of belts. ID: All guards shall meet OS14A re ttirenaen� q is includitig back plates, I a i �j .Y ,SIr1'T 1g PGLIICI I)I:PT ADIa1` iON&r.REMODVI', I;IGAAD 15 f� 05U i,4 y SECTION 15050 BASIC MATERIALS AND MFTIIODS 2.08 VALVE IDENTIFICATION A Valve Ta g 5 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;Le., 56:HW (Number and Content of Pipe) Isolation (Valvefunction) , 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-ineh high tetters. B • Valve Tag,birectory: Include tag manufacturer,valve model number,tagtimatlocation, sed o lve r concealed seruice,valve size va anal operating position of valve. 2109 PIPING MARKERS A. Acceptable Manufacturers:' W.H.Brady,Soon. B. Pipes shall be labeled with all vinyl,self sticking labels or:letters, For pipe covering sizes u to and - p outside letters. For sizes from to 2-inch including 3/4 inch outside diameter,select labels with 1/„ diameter 3/4-inch letters,above 24nches outside diameter,2-inch letters, The'=pipel markers shall be identified and culor coded as follows with black directional arrows. SERVICE --" PIPE MARKER BACKGROUND COLOR ' Cold Water "Domestic Cold Water" Green Hot'Water �`� . _ Domestic Hot Water Return *"Domestic Ilot Water 5uppl 'Y! Yellow S i lnlder Water I"Fire Pro ection Water'stic Hot Water Return . Yellow - Red Bonita, Waste "Sanitary'Waste" — - Green Storm brain �-----..---=_._ ain _ ''Storm Drain" Green Overfiow gain Overflow brain _ o " Green Vent rr . Vent Green *D3rectional arrow applied adjacent topipe marker,:ndicatin direction o .flow, y 2,tat 1✓QUIPIVIENT IDENTIFICATION A., Nameplates . ar 1, alml urn "r su�' l units, tans,converters;and miscellaneous items of mechanical Tag pumps, Fp y � eq! 'p ent with en raved nani�e fates. P g p l+TamepIates shall be 1/166-inch thick,3 X 5 lari�iriated --..31 ,Jlastic.ceiiter.ply'white,outer ply,Wick. f'orin letters by-ehposrng center ply, 3' own on Drawings and area served. 2. Iden unit with code slumber as shown Ti• Equipment Nameplate Directory: List pumps,air handlers term` y. rnal units, and other equrprnent p nished a �ui merit. List nartr�,plotes designation nameplates, Include Owner and Contractor fur` q p riianufaetnxer s model number,location of equiprMilt,area served or functioon disconnect location, and riorrnal Position of HOA switch. i SEPT 096 POL I CE,KEPT ADDITION&REMODELi TIGAkD 15050 i, q f SECTION 15050 ]BASIC MATERIALS AND METHODS �,.. 2:.11 DOUBLE DEFLECTIQN NEOPRENE � A, Double deflection neoprene mountings with,minimum actual static deflection for equipment supported of 0.35 inches. B. Vr ctiozl pad both top and bottom. C. Steel rails used above those mountings of equipment ,with overhang. ' L1. Manufacturer: Mason t} e ND orrail type DNF,,similar�'�mber•Baoth e R`VD Kinetics. typ , Consolidated y �i PART 3 EXECUTION � 3,01 INSTALLATION AT'IC7N A. Install materials in accordance with manufacturer's instructions. B. Identify valves,piping,and equipment components'ofeach mechanicalstem to indic�to function and system served: sY a their 1. Mechanical equipment; Instatll nameplates with adhesive; 2. Valves; Install tags tvath ooazosion reszWantmetal chain. Pipe Markers,apply to piping as follows: ' a, Where pipe passes through a wall. b. On each riser. c. On each leg of a tee, +' d. Every 50 feet:aing continuous lilies, e. Within 12 inches of all valves. 3.02 ELE,CTRICAL WORK Ai Mechanical Egteipnient Wiring and Connections:Unless otherwise indicated on the electrical drawings, , p sand controls shall be furnished, set in place,and wired in accordance with the follt)wang schedule. Carefully coard�nate all work with reference to Division 16 for motor characteristicsi and motor controls, --- - `ue�razshd„Bv Set en Place B Wired Power item! Wired COASttOl Magnetic Motor Starters: i Autcttmically cotitrolied with or fav, 16 U1E, 16 Div. l 5 Div, 1� ` Ii without HOA switches , Disconnect switches,' Div, 16 Div, 16 Div. 16 mania operating syrtches -Thdrmal overload `Div,`16 w .16 Div,'16 : ,Div swatches ti. B. Cont y , tar valves,float controls,etc:: Control relays)transformers tame clocks reanote bu11�the which are an integral part of mechanical equipment,or itectl to tt ch ,... _ �, y }pipes,etc.sh.�f be :61 rnashed and installed as a Division 15,item. ect attached to ducts SEPT 996 POLICE DEPT)W. MITI t7N REMODELitIOARD, 15050,6 v ,I SECTION.15050 BASIC MATERIALS.ANMD METHODS k 3.03, TESTS AA The Contractor shall beTesponsible for scheduling,obtaining permits,making, payments of all fees and/or services to test the mechanical systems as specified-and as required by local authorities. 1. A minimum 4R-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 concealed until all required tests are satisfactorily completed. 3. Upon completion,a written certification shall be furnished to attest that the tests have been duly performed. Include a copy with the required operation and maintenance manuals. B. An operating test can be requested by the owners representative t, any time to demonstrate > satisfactory functioning of any 'portion or,the entire mechanical installation, C. A final test shall be made by.the Contractor,at the completion of the project and after the mechanical system has been in operation for a&riod of time. Before final acceptance,all defects which appear shalt be corrected, 304 OPERATION AND MAINTENANCE MANUALS A. ,At least five copies of the Maintenance Manual shall The submitted and shall contain all manufacturers data and a complete"list of repair and replacement parts necessary for the maip n e , + g gasket replacement, ui rnent. All recommended oiling-r� thods filter changes, etc.,shall ,qshalll be dentif ed, In addition,a written step-by-step detail of the start-up and shut-down procedure shall be incorporated: Provide o a separate chapter for each�, of contents shall be pecification section, A table included ' indicating page numbers for major items, In each chapter Include operating instructions for each piece, q°.�include all sh P ,, - � dicatin frequency of ' of a ai merit. Provide a schedule of preventative maintenance indicating ` rformance o drawings, to directory, wings,and record drawings. Pe p g , g zy control dra g The Maintenance Manual shall be submitted for approval to the owners representative ten(10)days prior to substantial completion. 3.05 GENERAL CONTLETION f A, All mechanical work is to be governed by all relevant sections of D' 15 even though Gross references may or niay not be stated,explicitly: 3.06 FINAL AD 'JU TS. . MENT .A. All equipment shall be checked for proper operation and final acce tance. p ' 1 1:01 1WCO1XR AWNGS A. ubnut record drawings0 days prior to final completion, SEPTl�N1C)DEL,TIGA�D 15050�7 t✓ IgG POLICE DEPT ADDITION'&u.. Li SECTION 15050 BASIC MATERIALS AND IvrE7CHO)laS ,v 31.0$ COW,LB'TION';REQUIRE MENTS A. Upon completi®rs of the work and ad'ustr�ent of all P P sy y the J equipment,all stems shall be tested b contractor to demonstrate to the owner's re resentative that all equipment f irnished and installed or a connected`under tlbe provisions of these s cific:adons pe function mechanically in the manner required. The contractor will furnish a mechanic who is completely:familiar with,all aspects of the „ entire HVAC and plumbing systems dun' the demonstration. At the time of this demonstration' alion the contractor shall deliver to the owner's representative bound copies of the approved operation and maintenance manuals and record:drawings, 3.09 PIPE SLEEVES A, Interior Floor and Wall 1 Sleeves: Large enough in diameter to provide 1/4-inch clearance around pipe or insulation. Pipe penetrations through mechanical room and fan room floors shall be made watertight: i E. Sleeves Through Dated Floors and Walls: Calk with fire barrier sealing system approved by M4� Authority having jurisdiction and Owner's insurance underwriter,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. Can Oitade Floor Sleeves.' Same as exterior wall sleeves,caulked from inside, Lay pouring of slabs or construction of wall,and furnish �. Layout: La out work in advance of and set inserts and sleeves necessary,to complete the work. e , Coordination; Cutting or patching required as a result of lack of coordination of this operation shall not be a change in contract amount, 3.10 EQVIPM8 NT PRO TEC`PION r A. Keep pipe;ductwork and conduit openings closed by means of plugs or caps to prevtlit the entrance water,�chemical or n�eehatucal china a both before � es equipment and apparatus against di of foreign.�matter. Protectpiping,conduit ductwork fixtur , PP a g try' g e and after installatio n: Restore damaged or ccontaminatedfixtinrps,equipment or apparatus to original condition or replace at no cost to the z Owner, i B. Protect bright fanishpd shafts,bearing housings;and sirilar items until in,,►ermine: 'No rust " ' permitted, will be 4 Cover,or otherwise,suitably protect equipment and materials stored 9111 the job site. ; , 3.11 C,CESS18111TY` � Ii 'I s. f A, iq `+ thermometers) lieanourttiigs and other ��ciicating equipment or --ring frequent inspecttan,repairs and removal or replspecalta requa cementednvenientl ! and accessibly with reference to the finished building, i SEPT1 9g . POLICE DEPT ADDITION&IIEMODEL 'TICAI2.0 _ 15050 M 8 ' SECTION 15050 BASIC MATERIALS AND NETH(3,DS ? 12 F'LO0R,WALL AND CEZ ANC PLATES A, Install on piping pa$sing through finished walls,floors,ceilings,partitions mid°plaster Earrings. Places shall completely cover opening around pipe. B.` Secure wall and ceilindates to i g p p po,insulation: or structure. C. Plates sha11 not penetrate insulation vapor barriers. D. Plates not required in mechanical rooms or unfinished spaces: 3.13 I'AINTINC it- ;i A. j, �seiler al: Coordr na$e , nt3n x711 E p g n rn�,t�anical equipment and stems With products and methods speetfied under Section 09900,Painti , � B. Finished Arens L` Insulation: Apply one coat of sealer and one coat of,light grey latex paint;except aluminum: foil faced materials. paint before installing identifying binds. 2. Hangers,uiiinsulated piping,miscellaneous iron work,structural steel stands,uni.nsulated tanks,equipnierit bases: Paint one coat of black enamel. 3. Steel Valve Bodies and Bonnets: One Goat of black enamel, 4. Brass Valve Bodies: Not painted, 5. G17lles,Diffusers,Register's-, 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. Cf Concealed Spaces(Above Ceilings,Not Visible) 1: Insulation'. Not painted, 2. .Hangers,uninsulated piping,miscellaneous iron works valve bodies and bonnets; Not painted. D. Exterior Black Steel: Wire brush_ and apply two coats of a.'ust-inhibiting primer and one coat of grey, pyo'( exterior machinery enamel. E, Roof Moutited Equipment: Equipment,other tha;h that furnished with factory finish,to be painted two coats of exterior riael'i;aiery enamel, Color as selected by Architect. 3.14 NOISE AND VIBRA11ON CONTROL . p �. Applied I::~.atlons,Roollo Tviechanical E uipment: Provide neoprene mounting material between mechanical equipment and toot curb, G 9ND OP SECTION t 81813T:1996: PQ�LICIr DEPS ADDITION d'e REMODEL,TTGA W 1Stl50'�9 !`' SECTION 15250 MECHANICAL INSULATION x PART I GENERAT 1.01 SECTION,INCLUDES A. Piping insulation,jackets and accessories. I3Ductwork insulation,jackets,and lining. 1.02 SUINII'IT f A. Product]Data: Provide product desetiotion,list of materials and thickness for each seAvice or equipment schedule,locations,and manufacturer's installation instnictions. 1.03 1NVIRONMENTALREQUIREMENTS r I A. Maintain ambient temperatures and conditions required by manufa&O-Iters of adhesives,mastics,and insulation cements: E. Maintain'temperature during and after installation for minimum period of 24 hour g p s• PART 2 P.RCiDUCTs 2.01 PIPE INSULATION - . A'I''IOhT A. Manufacturers 1 Schuller. 24 Pittsburgh Corning. 3. Certain Teed. 4, ICnau►f. 5. Armstrong, 6. WCOA. I34 iGlass Fiber: ASTM C547;rigid molded,. non combu; i Schuller Micro-l�ok or equivalent: 1 'K' 'ksi')Value 0.24'at 75 degrees T. t blc 2, Maximum Service Temperature:850 degrees F. 3, Maxim uYn]Flame Spread 25, 4, 'mein Smoke Developed: 50, 5: Vapor farrier Jacket: White kraft Paper reinforced with glass(bier yarn and bonded to aluminized f alm secure with self sealin len tudinal laps and butt strips or with outward g . clihoh,expanding staples and vapor'barxier,mastic. i L t r SEPT 1`956 POLICE DEPTADDITION&:kE11/,ODI 1,,TGA ,..; 1550=1 f 1 SEC'T'ION 15250jj MECHANICAL INSULATION Jackets 1. PVC Plastic: One piece molded type fitting covers and sheet material,of white color. a. Thickness: 10 mil. b. Connections: Brush on welding adhesive. 2. Canvas Jacket:TJL listed fabdo,6 oz/sq yd,p1si—a weave cotton treated..with dilute'Are retardant lagging adhesive. 3. Aluxfdoum Jacket:6.025 inch thick sheet,smooth finish,with longitudinal slip joint'_,end 2 f'a inch.lays,die shaped fitting`covers with factory attached protective liner, 4. Stainless Steel Jacket:Type 304 stainless Steel,0.410 inch, Smooth finish. �a a®1 is:02 DUCTWORK E�1�,�4CTLAT y A. Manufacturers i. Schuller. 2, Pittsburgh Corning. 3. Certain Teed. 4, Knataf. T3. Flexible Glass Fiber:ASTM C61:2;flexible,non-combustible'blarfcet. 1. 'K'('ksi')Value 0.29 at 75 degrees F, 2. Density: 1.5 lb/cu ft. 3. Vapor Farrier Jacket.Xraf�paper reinforced with glass fiber yarn and bonded to aluarrinized film,secured with pressure sensitive tape. C, Rigid!Glass Fiber:ASTM 0612;rigid,no;�coMbustible blanket, 1. 4 .�-(luSl;Value: 0.29 at 75 degrees f. 2 Dengity, 2.0 lb/cu ft. 3. Vapor Baa:ier Jacket:Kraft paper reinforced with lass fib aluYnin zed ti1m secured with pressure s p g Y� rrc and banded to :; P � fiber p sensitive tape. 0 1). CanJacket:TTL listed fabric,6 Gz;sq yd,plain weave cotton treated with dulute fire reixdant ' lagging adhesive. E. Outdoor Jacket:Asphalt impregnated and coated mineral Liber sheet,501b/square, F. Mum inun i Jacket:0.025 inch thick sheet,smooth finish,with longitudinal slip joints and 2 inch laps. 0. Duct Liner: ASTM 0:553;flexible,non combustibleblanket. ' 1. 1XI,Oksi`)Whie ASTM 0518,0.24 at 75 degrees F, 2 Densi : 15 f ils/cn i1 3. Maximum uetocity an Coated Air Side;5,000 ft/miin, 4. Adhesive: of dire retardant type, 5. ].stn-=Fasteners: Galvanized steel,self adhesive pad or welded with press on head; 5, Will not support microbial growth inaccordance with ASTM C1071,A81U 021-and G22y • S1F'T 1996 PC LICE DEPT ADDITION l REMODEL;TIGAD 15250 2 `1• 1, ,I SEa..'bN 15250 I IECI3'AMCAL INSULATION 'PAR'T 3 EXECUTION 3.01 EXAMINATION AND PREPARATION I AVe " that ductwork has been tested before applying ` . ' � insulation materials, B. Ve ' ghat surfaces are clean foreign,gn material removed,and dry. 3.02 !NSTALLA"1''ON :I A, 'InstW materials in accordance with manufacturer's-instsn^tions. r i B,1 Continue insulation vapor barrier through penetrations. C.1 Piping Insulation 1 1. Locate insolation and cover seams in least visible.locations. 2. Neatly finish insulation at supports,protrusions,and interruptions. - 3. Provide insulated dual temperature pipes or cold pipos conveying fluids'oelow ambient temperature with valor barrier jacku ts, 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. ;. ]Provide insert between support shield and piping on piping 2 inches diameter'or larger. Fabricate of cork or other heavy density insulating material suitable for temperature,not less, tfiza 6 inches long. I 6, Frlr pipe exposed in mechanical equipment rooms or in finished spaces below 10 Feet above I finished floor,finish with canvas jacket sized for finish painting, 7. For exterior applications,provide vapor barrier jacket, Insulate pi e fittings,Joins and finish with glass mcgh reinforced vapor bair"er cement. Cover with aliu�minum or valves and fini stainless steel jacket with seams located on bottom side of horizontal piping. D, Externa0 Ductwork Insulation 1 .t. ��ro��ide insulated ductwork conveying air o��;ovv ambient temperature with vapot,barrier jacket. Finish,with tape, Sea]vapor barrier penetrations with vapor banner adheshre. 2. PrP o'Vide insulated ductwork conveying air above ambient temperature vMil,or without standard vapor barrier jacket, Where service access is required,bevel and seal ends of ii>isulation: 3, Continue h4sulation through walls;sleeves,hangers,and other duct prmetrations, 4. Install without sag on underside of ductwork, Use adhesive or mechanical fasttners where necessary to prevent sagging, ?apo i . � equipment r spaces,5 ' h mith two " ^ I ductwork exposed in mecharucal u i meat rooms or in finis, 5, Far due heti s'aces onus canvas jacket sized for finish painting, 6z For exterior applications,provide insulation with vapor bar A';;r jacket. Cover with outdoor jacket. h E. Duct Liner' 4 L Adhere insitlationth adhesive wl f or 100 " percent coverage, -Secure-insulation Vith inechanicakliner fastene'n,-Refee to 5MACNA'Stand ards forpacirig, 3, Seal liner surface penetrations with adhesive i 'r a 4s Duct dimensions indicated are net inside'dimensions required ion air flow. Increase duct size I to allow for insutr,tiort thickness. I i i { I N i. �t a J - SE T 9s6 POLuCE'DEPT ADDITION&�,N10] El TI AL s2s0-3 I N ;i SECTION 15250 MECaAMCAL1NSULA7rION 5.03 PIPING INSULATION STBEDULE PrPE SIZE SS Ineh Inch A. mass Eiger Insulation 1. Roof Drain Bodies _- 1.5 2. .Roof Dranage w „ Interior u-ain chain - 1.5 II in i 3. r L ip g Exposed g p Ex sit to Pa�eziat U to 4 2.0 l 1'4. D OCTWORK INSULATION SCI DUi_,E TWCKNFSS Inch A. Flexible Glass Fiber L Concealed Exhaust Ducts Within 10 ft of Exterior Openings 1.0 " 1 Con,,, Jed Supply Ducts(Cooling Systems) 1.0 f� 3. Con'cealedReturn Ducts in Unconditioned Spaces 110 i 11 Ri4d Glass Fiber gl ��.. 1.0 1. Combustion Air Ducts z. Outside Air rtitake:Ducts 1:0 3. Plenums(Coaling Systems) 1.0 ' 4. Return arta Relief Ducts in Mechanical Rooms 1,0' � C, Duct Liner 1. "Where Shown on drawings and as specified. 1.0 A if END OF SECTION 1. 9 +, r �1 5 s ' PT 1 g6 POLICE DEPT ADDITION&REMODEL,TIGARD 15250-4 w._ _....._ F t SECTION 15300 FIRE PROTECTION PART 1 GENERA. 1.Q1 STR ih A RY WORK INCLUDED A. Contractor' responsible for Design, fabricate and install wet-pipe sprinkler system. Contractor to visit site'and become ,amiliar with existing conditions prior to submitting bid. 1,02 SYS, M. ES SCE DESCRIPTION A. Sprinkler System: Conforr.n to the following criteria, 1.. Coverage for new addition-extend modify existing or new system as required. 2. Design to NpPA 13, 3. Contractor to verify following data prior to bid and design of system. a. Static pressure. b. Residual.press. c. Flow capacities. 1.03 SUBMI11'ALS A, Submittals.;.Submit detailed shop drawings,product data,and hydraulic calculations to authority, haAriffrisdaetion ` p,, , "Rre Marshall,and Owner's insurance underwriter,for approval. Submit proof of approval to ArchitecULngineer. Submit,after above approval,to architect/engineer for review and approval prior to any work. E. Shop Drawings; For review indicate detailed pipe fiiyout,supports,components,accessories,sizes, sand hydraulic calculations. C, Ptodeet Data- For review provide data for i e mat' ` P P p errals used valves,manufacturer's catalog sheet for equipment indicating rough-in size,finish,and accessories. D. Operai`in and Maintenance Instructions: For project 010 'se-out include descrzption of components of syste „serviig requirements,recorddrawing:inspection data,and p,;;ft.c lists. R Manufacturer's Certificate: Certifythat has been tested and me system ets or exceeds code ' ;requirehients. 1.04 QYjALITYASWRANCE A. Perform,work,in accordance r�th 1. SP '!Wet Systems. Coizform to Z+IFPA 13, 2. Standpipe and Bose Systems' Conform to N�ipA 14, B. Equipment and Components .Fear UTi,auu 11hl!A,61 or marking, i C. Specialist Firtrt, Company specializing rn sprinkler and fire protection systems for`a rsriaumum -penod bf three(3)-years. D: Desi t ri fab ate andinsial1 a complete e sPrinkler system, . 1. Coordiniate piping,and hod layout with building features,,light fixtures;air inlets and outlets, duct wort,`and all existing and new equip: a t' Indicate on shop drawing. 2, ,Prod ide adequate protection and support as required for piping and heads. 3, All p*ping to be concealed, I SEPT '1996 ]Pi7LICE DEFT ATyaCiITti 3N c,1tE11 ODFL;TIGAI�D 1 'Otl- t SECITON 1.5300 FIRE PRO77ECTION 1.05 STOCK ! A.` Provide extra sprinider heads under provisions of N..FPA 13. B, Provide suitable wrenches for each head type. �.. C, Provide metal storage'cabinet in location designated by architect. � PART 2 -PRODUCTS 2.01 BTF'INGA'iI' ALS , A. Above ground Tnsioe Building Piping:Steel, Schedule 40,black,type as ptrrnitted by NEPA 13. �. Buried.♦ 1 1 in ., :Cast or Du Bron, , p 2,02 GATE VALVES U to and Includin '2 inches: Bronze body,bronze trim risingstein hand wheel,Solid wedge or A, p g disc threaded ends„ �w B. Over 2 inches: Iron body,bronze trine; rising stem pre-grooved for mounting tamper switch,hand wheel O SBcY,rtolid bronze or cast iron wedge,flanged or, g > g grooved ends; 2.03 BYA TMFLY VALVES A. Bronze body stainless steel disc,resilient replaceabie sea:,thfeaded ends extended neck,ha ` hand Wheel and gear drive and,integral indicating device and built-in tamper switch, . gr Iron body,iron..or bronze dist; EPDM seat;wafer,lug,or grooved ends,extended neck B. Tro y� � 1 and ear drive 'in 6 g te�,�ral indicating devyce,and internal tamper switcfi, hand wheel 2:04 c1m, , VALVIES g ' A. Up to and Tnclatdin 2 inches: Bronze bodyand swingdisc rubber seat,threaded ends. Over 2 inches: Iron body,bronze trim swing check with rubber disc;rwne *� g ' viable disc and seat. flanged ends with autoxn B g _ atic bail the , CIC, Yi spring, i `resilient seal,threaded;wafer,or . . C. 4flai�ch�e en d Over: Iron bod bronze,d�scstainless steel s rin g cls. 2.05 DRAIN VALVES . y ;k Bronze compress with �.. hose thread nipple and cap.' Brass ball valve w1ith-cap-and chaainT /4 inch-howthread. Slj,'PT 19� POLICE DEP`p ADDITION&REMODEL y TIGA1�D 15 00 -2 r SECTION.15300 FlAE PROTECTION SPRINKLERS A. Manufacturers: I. Automatic Sprinkler Corp. of America. 2. Grinnell Dire protections System Co.,Inc. 3. ftelialrt. Automatic Sprinkler Company,om an 4. Viking Co P Y�Inc. Corp. B. Suspended Ceiling Type: Standard and Senna-recessed pendant,type with chrome plated f~ini,�.h,and matching escutcheon, C. Sidewall' ' Ype: standard and Semirecessed horizontal sidewall type chrome plated finis matching escutcheon, P h with D. Guards: Finish to snatch sprinkler head. 2.07 SPIUNILER PIPING SPECIALTIES A— met PipeSprinkler Alarm Valve; L Check type valve with electrically or hydraulically operated alarms,with pressure chamber and variable pressure trim, P e retard Dry Pipe Sprinkler Alarm Valve, 1• Check type valve with electrically or hydraulically o Brat d alarms th accelerator. C. Nater Motor Alarm; 1, LCydraolically operated impeller type alarm gong.'red enamelea, D. Electric Alarm: L Electrically operated.red e�namieied]gong with pressure alarm switcl► E � 1 Vatc,r Fl i , Plow witF �h Vane type switch With two contacts, 2.08 FIRE DEPARI'lVlENT COT ype with ductile jron edest �' fi P al red enamel finish. SeeType: standing caval drawings,swings, �Jirtlets. Two way with thread size to suit fire department hardware, thre matching material.and finish. i aded dust cap and chain of C. Label, S P er rirakl - ire Department Cohneaion" PART 3 E.XECUTIGN l { 3.01 INSTALLATION A, In skill Work,"n:accordance-with manufacturer`s instiuctiQns fo'j4FI'A`;'13 E E. lea . Pipe and P lie ends to hill imide diameter: Remove burrs and bevel plain end ferrous pipe, C. Remove scale and foreign material,inside and outsidebefa re as sembl . D. Provide sleeves when penetrating footings,floors;or walk Seal r iii mann sin fire resistance equivalent to fire separation reepiiired, Pipe d slee'Ve Penetration to SEPT� 196 POLICE Z CE DEPT AD DI T LIEvDTIG,m 15100- : SECTION:15300 �. FIRE PROTECTIONT Ory E. Place Pipe runs to minimize abstraction to other worm.Offset around ductwork.uctwork, place in in 1 spaces above Fxaushed ceilings. piping g F. Provide gate valves for shut-off or isolating service. Vere approved., gate valves, pp d,,use butterfly valves instead of Provide drain valves atmain shut-off'valves,low points ok' i in p p g and apparatus. • Connect system to water source ahead of domestic water connectiam►with valve assembly, approved double check I: Protection: 1. Apply temporary tape or paper cover to erasure sprinkler heads do not receive 2. Ensure cone led spriMer head cover plates dna not receive yield slot fia pint finish. P xish, r' J. 1 ,f nterface sprinkler_ sp system with building fire and smoke alarm system. .. Flush.entire piping system of l+rdreigr►matter, . L. . ,sdi Hydrostatically f� est shall be witnessed by Fire Marshall and au ction thorn test entire s stemn J and owner's insurance underwriter; y � having , EIS OF SECTION y~4 Ell" , } s a , w , S {k i, PfJ SEPT'] � ALICE DEPT ADDITION&PEMOD- L3 TIGARD 1530iD SECTION 15400 PLUMBING PART 1 GENERAL 1.01 SUMMARY A. Pipe and pipe fittings,valves. Plumbing Specialties. Roof drains cleanouts yr iter haaraxner arrestors,and hose b;,bs/hydrants. C. Plumbing Fixtures. 1.02 SUMMALS A. Product Data, For review provide manufacturers . > literature ewipn�'ent e ature for plumbing specialtlec,fixtures,and B. Operating and Mai�titena;nce Ynstruutions, For project closeout include manufacturers literature and , u parts lists; : t PART 2 PRODUCTS 2.01 STORM WATER PIPING,BURIED BEYOND BUILDING A. Capt Iron Pipe.' ASTM A74 f:,xvice weight with neoprene gaskets or lead and oakum. B. Concrete Pipe: ASTM C14 with rubber gaskets, C. pe gaskets, PVC Pr ASTM D3034, 533R 35 with elasiom�.mc j 2.02 STORM WAXER" :PPING,BURIED AND ABOVE GRADE P A. Cast-.iron Pi e, CISPT 30i hubless service weight ght w�th neoprene gaskets aa�d stainless steel clamps. SO-125 in,1b ss clamps for buried piping. t 2.03 NATURAL GAS PIPING,ABOVE GRADE A. Steel Pipe; AS TIM A53, Schedule 40 black,with malleable iron or forged steel fittings , welded, gscrewed or 2,04 FLANGBS�UNIONS, AND COUPLINGS A, Pipe Size 3 Triches and Linder; Malleahle iron unions for threaded ferrous p'jig;bronze unions for soldered copper pipe Joints, B. Pipe Size Oveo Inch, ,Forged steel flanges fur ferrous i in ` Bronze llange;5,Fvr capper piping-, -n�oprene��g8kets. P P g� P P g- Grooved and C sealing- a lc steel Pipe End Couplings,-'Malleable iron housing; "C"shape compo sition g g. e a l boats,.nuts,and washers.., D. Dielectric Connections,; tTniori wit1R alvanized or plated ed ;�- ends copper solder pn�l Water impervious isolat oin barrier. g p steel threaded. r SEPT 1996 POLICE DEPT ADDITION&REMODEL TIGAM 15400 1 SECTION 15400 PLUMBING i 2= !BALL VAL VES `< V4,,,, TJp to 4 Inches: Bronze two piece body,chrome plated hall;regular port,teflon seats and stuffing box ring,lever handle,solder or threaded ends. 2.05 0AS C®CKS A. Up to 2 Inches 1. Bronze body,bronze tapered plug.non-lubricated,teflon packing,threaded ends. � B. Over 2-1/2 Inches' 1. cast icon body and plug,pressure lubricated,teflon packing,,flanged or grooved ends. 2,07 ROOF D,R-�Ns rTM A. Roof.Drains 1, Manufacturers a, J.R. Smith. b� Josam. C.. &M. d. Wade. u� 2. See Plumbin ` g Come„^ 'do n Schedule on drawings,..for type. � 2.08 CGIJANC�'(TI' A. Finished Floor 1. Manufacturers a JR Smith "'• b'. Josam, o. Zurn, d. Wade. 2. Lacquered cast iron body with anchor flange,reversible clamping collar,and adjustable nickel n - bronz r..and scored cover in service areas and round depressed cover to accept floor finish in f nishcd;'t'toor areas. 7 13 Line type with lacquored cast iron body and round epoxycoated asketed cove round stainless g' r,and steel access cover secured With achine screw. :2,09 SPECIALT]ES A= CIBANOUTa ; ooze acre 1, Exterior Surfaced Areas ,Round cast nickel br me ai d non- manufactured b ;11�:Smith Josam ora roved. skid cover (CO), ss frame y , pp a 1 Exterior Unsurfaced Areas(CO):mine typewith lacquered cast iron body and.'round --epoxy coated gas ketted cover-rdanufactured by JR Srnith;Jose or approved. SEPT'1996 IICOLICE DEPT AUDITION&REmoba)TwARD 15400=2 A SECTION 15400 PLU MING PST 3 t�ECUTIOAI 3,0.1; EXAIViINATION AND PREPARATION A. Ream pipe and tube ends. Remove burrs. I P. Remove scale and dirt,on inside and outside piping before assembly. C. Prepare piping connections to equipment,with fl ange;s or unions. D, Coordinate cutting pr fornung of roof or floor construction to receive drains to r elevations. uined invert, E. Review millwork shop drawings. eni Confirm location and sire offixtures and o in and installation, p ngs before rough. F Verify adjacent construction is ready toreceive rough-in work of this Section. 3.02 INSTALLATIOrr A. Install Work in accordance with In 'acturer's instructions. 13. Install piping to conserve building space and not interfere with use of space. Orou i in g whenever practical'at common elevations., P PP C Install piping to allow fore anion n , ' and�P contraction `r• on _. withoi equipment, xt stressing pipe,Iotnts,or connected A Provide clearance for installation of insulation and access to valves and fittings. ! E. Install bell and spigot pipe With bell end upstream, spe ialties in accordance with manufacturer's instzvctzo F, Ynstall c ' ns. G, Extend cleanouts to fit Uslted floor,or r, bite and linseed oil. Ensure clearance at cleanout threaded cleanout plugs With znixture of wall surface g `P • ' pout for rodding of drainage,system. gi Paint all exposed gas piping to match adjacent i5nshed surfaces,' 3,03 APPLICATION grooved inechanical couplings and A. Use ' fasteners,and dielecti•ic c locations, onnections only in accessible B. Install unions downstream bfvalves and at egzipmeilt or a aratus Gonne i pP Gx ons. C, ...Install brass male adapters each.��id of valves in co ear i'ed PzPe " PP P P system, •S' at-solder adapters to w .1), Install brill valves for shutyo ff,and to isolate equipment, M j ,,.. paz•t oi:'system vertical risers is;ok i SE�PT i996 POLICE a )✓1'T AbDITM&1EMOl3PrL, I'1AR17 15400 3 , _ . _.... SECTION 15400 PEUNMING A• 1 3.04 " TESTS A Minimum duration asdisted,far al tests. Furnish report of test observations signed qualified inspector. Make all tests before applying insulation or otherwise concealing piping or connecting ! fixtures or equipam�ent. Where part of system must be tested to avoid concealment before entire system As complete,test that portion sepairately,sane as far entire system. Isolate any device { installed in the system that is not rated for 150prig pressure prior to tests. Notify Owner 48 hours prior to all tests. 1. Drainage and Vent Piping: Hydrostatic test by falling to highest point,but not less` hen,1.0 feet wate r yob mn an major'horizontal portion,wno;loss for two hours. 2. Natural Gas]Piping: Isolate and test at 150 prig*t th no pressure,loss for 2 hours. Verb existan canchg .tians of e . xisting gas to provide servi6e;'to new equipment: END OF SECTION JL "SEPT 199G F�CBL, 1�EF'T DITIC��T l C3I7 L,TIE D 3 540 4 f r' i I vq J SECTION 15780 PAC", GEDAIR CONDITIONING UNIT PART 1 GENERAL 1:01 SECTION INCLMES A Packaged roof top unit. B Maintenance service. 102 SUBMTTALS A. SectQon 01001 ..Basic requirements: Procedures for submittals. B, Shop]Drawings: Provide fox matiufacture��products _�, . and.asses"i Nies required. . red. C, Product Data: Provide for manufacture4 products and assemblies requirerlIndicate water, and electrical rough-in connections. 'drain DOperatazig and Nfaiutenanee Instructions: Include man>xfacturer's clescri Live literature a ra,yin pe g ti rn, installation instructions,maintenance and repair data,anda�-ts listing, structrons r nstalla�o 1.03 W'ARRAa1'I'� A. Section 01001 Basic Requirements: Provide a five year warranty to includecoverage for refrigeration corepressors and heat excliang ers L04 MAINTENANCE A. Provide one extra set of filters PART 2 PRODUCTS 2"pt PACKAGED R,W. TOP AIR CGl;JD1TI O N1N G T UNI S A, Manufacturers 1. Carrier. 2i* Day r&Nigbt. 3. Lennox;, 4. McQuay. i 5. Trans. B: Lhilt: Self-cantainod packaged,factofy assembled and rewire , pp y � an hex# xcltaziger acid burner,controls nit,consrst�ng of cabaraet and .frame su 1. f exhaust f e xis,arr filters,refrigerant cooling coil and compressor,condenser coil and condenser A; , Cabinet:Galvanized ' , „ steel With baited enamel firiisli;~access~doors or removable access panels U4th 1 � quick fasteners:..,, , v "r i SEPT 1,9 6 POLIM DEPT;ADDITION&REMO DEL, l TIGAiRD 15780-1 d SEC'TTONt 15780 PACKAGED AIR CONDITIONING UNITS D. Insulation:One inch thick neoprene coated glass fiber. S�. �. Beat]Exchangers:Aluminized steel,of welded construction. y F. Supply and Exhaust Fara:Forward curved centrifugal type,resiliently mounted with V-belt drive., adjustable variable pitch motor pulley and rubber isolated hinge I mounted motor or direct drive with multiple speeds. Fan shall be statically and dynamically balanced. ti G. Air Filters:2 inch thick glass fiber disposable media in metal frames. f .hl, oaf Mounting Curb:8 inches high galvarized steel channel frame with gaskets and nailer strips Gas Earner; Atmospheric stype burner with adjustable combustion air supply,pressure regulator,gas valves,manual shut-off',intermittent spark or glow coil ignitron,Elaine sensing device;automatic lba percent shut-off Lpilot,and high limit. Temperature sensor sensing bonnet temperatures independent of burner controls,,,energizes fan. r 1 Evaporator Coil:r Copper tube,aluminum fin coil assembly with capillary tubes or thermostatic expansion valves,galvanized drain pan and connection, K. Compressor: Hermetic rnaetic or semi-hermetic compressor,3600 rpm,resiliently incanted with positive' lubrication,crankcase heater;high and low pressure safety controls, motor overload protection, suction and discharge service valves and gage ports,and filter drier, t�aearaostat shall energize compressor above 57 degrees F ambient, 1 Outdoor • Z. Step capacity control: Plot gas by-pass,Cycling compressors,Cylinder unloading or Cyoling Multi-speed compressors. I✓. C'ondense'r Coil: Copper tube aluminum fin * , coil assecnbl with sub cooling rows , coil guard;di rectdrive propeller fans,resiliently mounted guard motor overload protection,Mired to operate With compressor. Provide refrigerantpressure switches to cycle condenser fans, Motors:Factory lubricated and isolated from the frame. X, Dampers,Provide outside,return,and relief dampers with damper operator and control package do , y quantity, l to closed osition' ` 1 vary outside air quanta . :Outside air dam er shall fail p , automattcal O" Damper Operator:24 volt with gear train sealed in oilwith spring return on units 7"5 ton cooling capacity and larger. Mai Maintain selected supply:air temperature and return P. Mixed:ed Air Controls; ; m • � � p urn dampers to miaainau ,... s heating mid when ambient.air enthalpy exceeds return air enthalpy. po,tion on all:for r PART EXECUTJON x 3.01 INSTALLATION P A" Install work in wcordance with inandactuter`s instructions. � tnstallation of units with architectural, l a B. Coarda'nsfte• ' rai,mechanaca ,grid electrical work. •I 4 C. Provide initial start-up and g y p y but d own during first year of o eration including routine servicing and checkout. SEPT 1596, H POI;I E DEP u ADDITION*&R1rMi;"3DEL TIG ARD 15180-2 5 u.• i Ali SECTION 15780 PACKAC; ,D AIR CONDITIONINGUNITS M• ,0 1 r, D Mount ropf mucu to units on factory built roof mounting frame providiag watertight enclosure t' p atect ductwork and utility services. Install roof mounting fame level. E. Stapply units� idly charged with refrigerant and filled,with oh. F. Scheduled performance,is based on AR1210/240 test conditions. Scheduled sound rating is based on ARI 270. 3" 02 CIWDULES A' See .Equi pment Schedules on dr�iwnngs. END OF SECTIOInT r ' I i ' I r , I t 1: I I I ; •. I y SEPT 19 6 POLICE DEPT ADDI'TION'&REMODEL,TIGARD la'180-3 SECTION 15880 AIR I7ISTIZiBUTION PST I GENEJkAL 1:01 SECTION INCLUDES A. Filters. B. Ductwork and ductwork accessories. C. Volayrie controldampers. . Flexmble duct c�nriectoris• ' E D. ifu se rsi bo 0 ts,registe,8,griiiles: 1.02 SUBMMALS M .. A, Shop Drawings: Indicate for manufactured p�educts and a9sen�blies and include electri cliaiacteristics ar�d connection requirements. t B. Product Data: Provide for manufactured roclucts characteristic an P and assemblies and inc n connccdo t chide spec n x tri requirements., cal Operating and Maintenance Instructions: Inclucl ' spare parts lists,and wiring iia arils, e instructions for lubrication,filter 'Placement, b'i I 13AR" 2 . PRODUCTS 2.01 FILTERS & "acturers 1. Fan. American Air Filter: Disposable, xtetided Area Panel Filters: Piee and bonded to Vvelded wire grid. I: Frame: Cardboard rel Dice cotton or lass fiber fabric`,supporfed 2. Nominal tliickoessi' inch es. Patin ASF zA �• Ra-ting: E 52-76,dust 5pot efficiency. ( 2.02 TWORK A I►daterials ,. rlieet,loch foming quality, 1, Steel Ducts- galvanized steel Insulated.Flexible Ducts:Fle;ible duct wrapped b pP h flexible Y vapor barrier- et glass fiber insulation,enclosed ` g,water resistant,fire resistive u , Sealant:I+ian-hardenitt r resistive,� sed alone di• with tape S El*T 1,996 POLIC n$,D , ADDITION N &RElV.l()I]ELa'TIG,Ak- 15880.1 SECTION 15880 f i AIRDISTRMUTIO B. Metal Ductwork Z. Fabricate and suppott in accarclagtce with SNIACNA HVAC Duct Construction Standards Metal and Flexible en'cept as indicated; 2. Construct T's, bends,�tnd elbows with radius of 1-1/2 tunes width of duct on center line. Where possible ro vide . p turning vanes. 3. Incease duct sizes gradually,not exceeding 30 degrees divergence and 45 de ees convergence. 4: Coruica�t flexible ducts to metal ducts with draw bands. 5. Use crarnpjoints with or Without bead for joining round duct sizes 8 inch and smaller with crimp in direction of air flow. 2.03 VOLVNE,CONTROL DAMPERS A. Fabricate in accordance with SMA CNA HVAC Duct Construction Standards-Metal an and as indicated, d Flexible, B, Fabricate splitter dampers of material same gage as duct to 24�inches size in either C'Urection,and two gages heavier for large sizes. Secure v�ith Continuous hinge or rod. Operate witpr minimum 1/4 inch diameter rod. C. Fabricate single blade dam ers for duct i sz p e sI fo 12 x 30 inch, n D. Fabricate multi-blade damper of opposed pposecl blade pattern with maximum blade sizes 12' 'x 72 ip►k,;h. Assemble center and edge crimped blades in prime coated or galvanized char,reel frame with sui hardware. tabXe E. Except in round ductwork 12 i;acbes and smaller,provide end bearings. F. ]provide locking,indicating g 4 at�ng quachnnt regulators on single and multi-blade dampers. Where width exceeds 30 inches provide reguulatar at both ends. 2.04 F.I:,EMBLE DUCT CONNECTIONS A. TJL listed f re-retaadant neoprene coated Woven g'las's fiber fabric to NFFA 90A inches wide,crimped into metal edging strip, y aplroximately 3 2.05 DUCT"ACCESS DOORS . wAC Duct Construction Standards Metal an d Flexible. 'CNA HVr -A.. Fabricate m accordance, ith S Access doors smaller than 11 inches squairP may be secured with sash locks. Access doors with, sheet metal screw fastener`s are not acceptable, i 1 2406 AIR.DDT'F,ETS AND INLETS ! A Manufacturers .l. -Krueger. ` 2, Titus, Anemostat, 4; Carnes B, See Equipment Schedules on Drywin��s. g r SEPT 19,96 Pala-,DEPT ADDITT ''sT O� REMODEL,TIGARD 15980 SECTION 15880 AIRDISTRMUTION PART.3 EXECUTION x.01 INSTALLATION A. Iatall products in accordance with manufacturer's instructions. E. Install flexible connections specified between fan unlet and discharge ductwork, 'Flexible connectors shalt not be in tension white running C. Prevent va 5sage of unfilterA air around filters with felt,rubber,or,neoprene gaskets. A Locateducts with sufficient space around equipment to allow normal operating activities. p g and.maintenance E. Connect diffusers where shown to low pressure duets with.4 feet maaitnum len of flexible duct Fold in place with snap or`clamp, ` F. Daring construction provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system,' s immediately adjacent t Cr. Provide flexible connection o e *��. ' fans and motorized equipment. Y J qui amen. p _ra ducts associated with 1+I, Provide duct access doors for inspection and cleaning before and after filters, coils fans automatic dampers,and elsewhere as indicated, Provide xnanrrrium$x$inch size for hand access, .18 x 18 inch size for shoulder access. I I. Check location of air outlets and mlets and xnalce necessary ssa adjustments tmealtS architectural features, me and lighting conform With J an position to �Y arrangement. I I J, Provide balancing dampers on duct take-off to di$users,and grilles and registers,regardless of + p ` p p g register assembly, whether dean ars are specified as art of the diffuses• or grille and 3K. 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 biline ` can g. END Off'SECTION 'I F r I i I I SEPT 1995 POLICE MPT ADDITION&REM[ODEL,TIGARD ,15.:$.80- 3 � SECTION 15450 CON TROLS PART 1 GENERAT, I 1.OI' GENERAL REQUIRE,MENTS ( A. general Drawings and gprovisions of the Contract,including General an' � d other Conditions and 'Division 1 y General Requirements sections,apply to the work,specified in this Section. 1, x,02: DESCRIPTION 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, contactors,t iermostats,etc,to accomplish the controls as-outlined in the sequence of operation, E. All control wiring rough-in and final connections(including 1.20 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, 1.0 REFERENCES A. Section 15050-Basic Matefials and Methods, B. Section 15600-Furnaces, C, Section 15550-,Air Handling. L 1.04` SUBMITTALS A. Provide shop drawings and,product data for the following: 1. Drawings, furnish sig;copies of complete,control diagrams indicating connection points,, .._ description and function of all control equipment, Include written description of control . `•► ,indicating' xr►anufacturers numbers. q p grams sequences,and a lest of all a u� merit cross xeferenc��,d to the control dsa 2. 'Devices and equipment ` a. Programmable]doom thermostat. b. Low teakage, Dampers and damper motors/operators, c. Relays,contactors and Transformers. d, All Other Materials Required for a Complete Operating H VAC System, 1 include record wiring drawings showing installed condition and operating changes made a . during start-up in each Operating and Maintenance manual, 4. Shop drawings wall be submitted and approved prior to system installation, i l PART 2 PRODUCTS l � 2.01 ROOM THE RMO8TAT 8 X Seven da ro rammable Honeywell.TMO/T1400 or a roved., Y P b �' pp ' r f I r i SEPT 1',996 POLICE DEPT ADDITION RtMODEL TIGAxD i r .02 WIRING • dance with Electrical Division 16 of , A. Shall be in accordance " ►' these`specifications aiid all applicable codes. 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 . . wiring , , Y , a p gt fiurnyshed therein 'flus includes contactors relays,etc.,and incidental ower whin as r time cluck wiring,power when running through the stat,transformer,etc, 2.03 AUTOMATIC/MOTORIMI)DAtv1PER8 A. Multip'le opposed blade 'pa,except x7 .ere'either dimension is less than 10 inches a single blade may be used,or if application restricts air mixingparallel blades may be used,maximum blade length to be 48 inches. Galvanized blades to be interlocking,mim*mum'16 gauge. Frame to be;t6 g .galvanized steel,reinforce to prevent raking, Linkage concealed in frame, Dampers to have polyurethane edge seals and flexiblejam seals,side seating stops,platted steel shafts and cycololy acksh g -• length pe , 800 bearings. Damper blades reinforced have continuous full len h axle shafts and/or o ratio j affts as required to provide equal ti icking of all blades. Dampers to have low air leakage characteristics. Damper rinotors/operators sized to handle required damper size. Ruskin,Honeywell, Penn equivalent,or approved. 2.04 OTHER MATERIALS A, p 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 Arch itect/Engincer. `Provide all necessary valves,relays;protective devices,transformers, temperature,sensors,mounting boards;etc.,as required to acconiplish control as outlined: 2.05" LABEL } 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 y 3.01 GENERAL AWhere control wanng is susceptible to damage install i' tconduit, t 102 CONTROL AD3ITSq'MEEN"I' A. All temperature control settings indicated cated ark approximate and intended to indicate range of instrument to be used. Adjustments shall be made as required by individual location,job requirements and location conditions, 3.03 CALIBRATION AND 8T ART'U. A, Thecontractor shall calibrate and adjust all control systems and components and place in proper operation, Each system control sequence shalt be checked and adjusted for complete and proper operatiore r sarin, At the end,of pirolec�completion., o ntract er opera tion of all control f c"l the o�avners p tat ve prr,Io �' ltaei hies, or shall demonstrate to r SEPT 1996 POLICE DEPT ADDITION&REMODEL,TIGARD 15950 r i i y 3.04 SEQUENCE,OF EQUIM4ENTT OPERATION Alt l,. A 1,ACC,and AC3 Occupied setting of thermostat a. "an runs cantinuausly, , Heating 1) Dwing morning warm-up outside air damper closed. When return air temperature reaches 68 Degrees F,outside air damper-gives open to minimum position. Z) Room thermostat cycles burner on cull for heat. c. Cooling 1) The compressor(s)will'cycle an call for cooling. Outside air open to minitntiYn position. 2. Un-6c cu�ped setting of thermostat a. Night low limit thermostat cycles burner and fan on call for heating. b. Outside air dainper closed. ED OF SECTIO =i xi i j rc , , V 1 r l S9PT 1996 POLICE DEPT ADDITION&REMODEL,TIGARD 15950-3 ..„ SECTION 15990 TESTING,ADJTJS,TNL G AND BALANCING PART 1 GENERAL 1.01 SECTION INCLUMS A, Air systems, 1.102 SUBMITTALS A. Draft Reports: Submit 4 copies for review prior to:final acceptance of Project. B, Fest Reports: Submit prior to final acceptance ofproject and for inclusion in openating and maintenance manuals, Provide iia soft cover,letter size,3-ring binder,with index;page and tabs, and.clover identification. Include reduced scale drawings with air outlets and equipment identified to correspond with data sheets,and indicating thermostatlocations. ��. Report Forms: AA.BC National Standards for Total System Balance forms. PART 2 PRODUCTS-not used PART 3 EXECUTION 3,01 .AGENCIES A, Aix Balancing Specialty,Inc. B. Northwest Engineering-. g• C. Professional Air Balance Service, 3.02 EXAMINATION AND PREPARATION A. Before commencing work,verify that systems are complete and operable. B° Report any detects,deficiencies,or abnormal conditions in inechanical systems which prevent systemn balance to architect/engineer, gineer. C. Beginning of work means acceptance of existing coriditions, D. Recorded.data,shall represent actually measured or observed condition,' rnii,�nently mark settings of valves dam E, Pe g frets,and other adjustment devices, Set and lock memory tops. { .3.4 3 IP�'S'IAL1L��'I01`t�'CaJGEI�I+TCE� f � A Air HandlingS ste rhs• Ad•us minus f0 � �stems of de 5 percent f • 1� pA�'�� 'plus or y J � t to-within or su 1 stems and P sigzi, for return and exhaust Aust. 11 Air Outlets and Inlets: Adjust to w,ithi;tt plus or minuS 10 percent of desigit. ,I SEI'T 1996 POLICE DEPT ADDITION&REMODEL,VGA" ARD 15990-1 14.�W �P SECTION 15990 TESTING,ADJUSTING AND BALANCING 3.04 . AIR SYSTEM1'ROCEDU1tE A. Adjust all new,air handling and distribution systems to;;provide required or desi n su 1 return aid exhaust air quantities: q g pp y� 1) To balance return air,calculate the multiplier-for example: ,, [(2000 cfin SA)-(200C fm OA)] /2000 cfin = lMultiplier =09 This is ton be used as the return air multiplying factor. Example:If 100 cf n is shown on plans, the balancer is to balance return air daring:occupancy at 100*0.9 90 cfm. Note:for outside air;see srvlied11les on drawings. B. .make air quantity measurements in ducts by traverse of entire cross sectional area of duct. C. Measure air quanfl.U.s at air inlets and outlets. D. Ilse volume control devices to regulate air quantities only to extent that Mjastments do not create objectionable air motion or sound levels. Effect volume control by duct inuzz1al devices such as dampers. E. Vary total syktm air quantities by adjustment of fan speeds. Provide drive chant es required. Vary " branch air quantities by damper regulation. R Measure static air pressure conditions doair supply units,including falter and 1,"cit pressure drops, t and total pressure across the fain. Allow for 50 percent loading of filters. G. Adjust automatic outside air,return air,and exhaust air � � , .dampers for design conditions. � I . :Measure temperaturo conditions across outside air,return air,and exhaust air dampers to check leakage., p f �. Where modulating dampers are provided,take m r , g P naso eriients and l' P � ba ance at extreme conditions. END Or, SECTION SEI''T 1996 POLICE DEPT ADDITION&FttMoDEL,TICaA'RDi5990'-2 I i SECTION 16010 BASIC ELECTRICAL REQUIREMENTS ' I PART 1 GENERAL 1.01 DEFINITIONS 1 , ,� "furnish'!, 11 II "install"'t■ " A e Where the Fords furnish , provide o in.�ta11 appear in this Division, ora,manufacturer is indicated with item or � product catalog number listed, install and furnish ,the` item complete and operating for 'the purpose , or, function intended, unless noted otherwise. Be All references, to power .. systemvoltages- are RMSi per definition In NEC 100. 1.02 SYSTEM DESCRIPTION A. Design Rk�quirement:�. Electrical zystems, required for this work ncudes aor / 1p /illl lab , materials equipment, and' j w. I Ir services necessary to complete installation of electrical work shown on Drawings ud;, for � I � wo � e �' facility, and herein specifically a complete, operable y described �n other Sections of these Specifications. Among, the it' required are gems re u.� 1. Service and distribution equipment shown on Drawings. 2. Feeders to subdistributian and b circuit ranch panels, HV, q `p nt; and sped equipment as AC e ua. n►e °fic e ui ment indicated on Drawings. 3 Branch circuit wiring from. the branch circuit; panels f or lighting,, recept/Ac' 'les, junction boxes; motors signal systems and other indicated' circuits wiring. inaa.res, control swatches, receptacles, relays, Lum 4 ` supports and other access ory Item 5 Wising and f.final power connections for motors installed for heating; cooling and ventilation. 3 6 Raceway systems :dor special' systems; provide cable o:t conductors only as indicated, 7. Fire Alarm and other systems. p SEPT 1996 POLICE DEPT ADDITION` & REMODELTIdARD I Mimir, s 1 i 1.03 SUBMITTALS ` A,9 Materials Substitutions a � 4 Submit requests for material substitutions to the <. Architect in compliance with Contract Document requirements. Concurrently, submit two additional F7 copies directly to the architect's Consulting { . Electrical Engineer. 2- 1 Indicate any deviation or noncom compliance, b an ¢ P i � � i attached letter eplaining �a proposed change .� Approval pp l caf . submitted material dues notI grant ' deviation from the Contract requirements. 1 Include in Bid Sum additional expense resulting from the contractor's decision to use substitute materials including all costs by other affected crafts, B. Product Data: Submit in accordance with Instructions to Bidders. I Attach items of like nature to one substitution * farm s C. Shop nrawingsa s n 1. Include 1. Subm..t in accordance , with DwZsao ,_` physical and electrical character stics a y1 e , , r dimensions materials voltage ' g � phase etc. 'o� all new equipment Include ,installation wiring diagrams for each special system and communication system. . �. 2 If deviations, discrepancies or conflicts between ShopDrawings and 1 the 1 Drawings and Specifications Ye n are discovered either prior to or after Shop Drawin ' Submittals are processed ed byarc�itect,', Drawings and Specifications take precedences 3� Shop Drawing Submittals ,processed by Architect are not Change Orders The purpose of Shop Drawingsis ' to demonstrate : an anders�anding of the design,concept, #� D Project Record Documents" On cora:P letion of work,: deliver to Architect one set of accurately marked reproducible drawings. Snow ry ` all Change and variations from Drawings and exact, @' routes of all feeders, service conduits and location �. of all conduits stubbed out for ,future continuati . on � with definite dimensions and burial de'ths. 2 . DratiTinc s and lettering, neat :le and legible pay q p. +ducibles: ori ina v. 3 ° order and a"� for required fired to ro g tracingsr for purpose of producing Record Drawings; Provided by Architect ''at start of pro f ect ' to SEPT 1996 POLICE DEPT ADDITION & REMODEL, TIGA.RD 16olo � 2 '! -i ry' I F 4, Maintain one alwork0 set on project Sit times. work set subject to inspection bye t all during construction. E. Operation and Maintenance "Data. ,.. Submit the fb1lowin g ora or, to final acceptance and request for final payment for Division 16 work,'' in of ,,: r M j� r requirements'' I the t g .c��nformance With the P �- eet �:., Genera. Prov sonsoseou a'• Record,d, Drawings. b• Operation and Maintenance' Manuals'. 2. Provide four complete sets of operation ,, Maintenance Manuals including, but notlimited to, the following: , a Schematic diagrams, insta .latios wiring diagrams and instruct' , ns and ez`' 4 at�;o p n and *.�.. Maintenance, Manu�rls for ,.all` communications; special systems, signalling and control systems and equipment. b• Complete luminaire' cuts u... including lam sfurnishedfor all luminaires, o Shop Drawings and Installation, operation andM f aintenance` Manuals for all , power distribution and Control equipment inc 1? 1ud: , n ser distribution g �r�.ee and equipment �. men�. rr' q p , ,branch panels, etc. ` l d• Copies of certificates of Code authority p other special guarantees acce tante and test data a� warranta.es, etc else specified / � ted on the Drawines� herein: a , Drawings dlca nd or in 3. Assemble each set in standard hardback, binders,. : nc.� not exceedng binder fill of ' 'cent; 50 pe 1-inch thickness of paper in, 2 inch binder• Use tabular daviders , o organize the materials in d� e same ord ` ec order ' as this, �pec,�fica�.:�on. Mark each the ac:cor d�.n to t g su :sa.on number and name 1. 04 DELIVERY, STORAGE AND HANDLING A. Acceptance at site: 1. Do not use scratched; marred or d 2, Do not use ltaminaires deformed ,materials ` : q i p cartons or , boxes stoexposedi t r � rd �inaorreuimen„ to in we water dust dart or snow; x�aan� s r I ti SEPT 1996_ POLICE ADOITIbg & REMGDEL; TIGARD 1601) -� ' I I 1 b 05 SEQUENCING A ND . SCHEDULING A. Cooperation with Other Crafts; 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. 3. IObtain wiring or schematic diagrams for confirmation and connections. Bring deviations to' thy: attention of the Archisect 4. Examine the Drawings of all other trades or crafts to avoid conflicts. Resolvei conflicts with the a 1. Architect prior, to insta:ilation.B. ; ,• , Sa etyr Refer to �S'ection 00700, Gener-,l Conditions. ' r r 1- 06 WARRANTYGener , with the provisions of Section A01700a1 WarrantYCom` l � , Contract Closeout. PXR 2 PRODUCTS 2001 MANUFACTu i KERS A General: :Eike items from one 'manufacturer; i.e. luminaire types, switches, receptacles, wreakers, panels, 'etc, r r�V l 2.02 MATERIALS EFtIALS r type and quality } electrical materials of the t e y Ae Provide elec q, zt indicated or approved, new, lasted by the Underwriters' Laboratories, bearing their label wherever standards have ` gularl furnished by 'them. Indicated brandvice x.s re y: been established and label ser used to establish standards names and cat g rds of performance andmburs are r k q ality. The description of materials listed herein governs in the event :that catai'log numbers do not correspond and to the . materia is 'described herein. } 2 03 ACCESSORIE A p S ecaal Features and Indacleritals: seclude: pe8, finishes, description or quar,.ments . indicated, in' the Contract Documents for particular items or e4lilipmen�r regardless of s e item: s listed catalog Inclusion n th g numher, SEPT J996' POLICE DEPT ADDITION �; REMOD 'L, TlGARD 16010 4 t i a G �r i 2 Provide and :d ins s tail 1 1 as part 0 p f ..the nczde,�tals, -a7ot s ec ' Contract work.. all noted on the Drawings, , neementioned ed �ned herein o System o complete the Y tem or systems, �.n a safe wo and or k' s n c ate sf�ac tory �nd�.t.�Qn: � �,tox'y 2.04 FABRICATION A. S hOp/Factory Finishing Modify manufacturer is rod the factory to comply with the s ecial products at p zequirements noted.- PART 3 EXECUTION 3.01 VE.RIFICATIOST A. Verification of Conditions:' 1. Bidder isl required to visits ' construction. ite of proposed Verify and inspect the existing site to determine the c` 2. 'tions that affect ct this work. �. Include all costs in the bidprice material required to com ly dor the work and DooLlInents, used on the ac p frith the Contract and the lnfor existing conditions ?�.. mat�.on indicated in the Contract DQc'.iments. 3. Failure to visit site: and verify affecting work of this Division cand tions Contractor from the necess.� t of does not relieve essa Y doing any and all war 'Which is nec necessary: to make ,all el :c installations and systems complete.p B• Construction Documents; Electrical Drawings: a representin g re diagrammatic with symbols g electrical. equipment, outlets and wiringo 2. tle.ctrical symbols indican wird shown on the `'Drawings or specfie �g, andequipment, are included in Div .on ��6 work unless in Div.'s Ilob 16, ,se. -specifically 3• Draw�notherwi � feeders indicate general directions and r ervice conductor` sYstems�, r'c�t�tes of Determ, exact route mine and install and, eg 1pment with Gond .t on of. eleq :rl0al wirin g acceptance of A'rchi iar�s of construction and 4 tact., bevaatians from Dratains electrical installation g- needed to make the ta.on cariform t crafts' o :the' work of other are pant of the Contract work. Ajrch td�ot a� Obtain proval ar ar toe ecut " any deviations from Drawings. :lx i am.xne the', Mr;, ch structura5 and: 5 landscape Drawings to avoid systema co Grading and n..�. ct s' M SEPI 1996 POLICE DEPT ADDI'Il'ON & RLVMODEL t TIdA, ?�0 0 E :r 3 i i 6. Date given herein and shown on Electrical Drawings � is as exact as could be 'secured but its absolute accuracy is not guaranteed. C. Clarification: 1�, Prior to submitting a bice, bring to the attention of, the Architect any ambiguous, conflicting or unclear instructions Such items , will be clarified ,by the Architect in Addendum form.' 2. .In the event that time does not permit clarification prior to bice ;.!opening, the Drawings govern-'in matters of quantity,, the Specification in matters of quality. In event of conflict on the Drawings or in` the. S e p c.,,..f .a.cation .�, the greater 'quantity and, the higher quality apply. 3 Should the Electrical Documentsindicate acondition conflicting' with the governing codes and : regta'].atons, refrain from installing that' portion of thF work until clarified by tho Architect. , Remove ar, * 'corr.ectl install, as ' y �: . part of 'the Contract war} , ° .` work installed in violation of the governing i 3 , 02 INS I ALLATI ON i A. Codes and' Permits: 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 compliance with these Rules and Regulations Items in excess o f code requirements take precedence. 3 . Obtainand pay for, all required, permits, plan chec7k charges and certificates. ' Deliver Certificates , of Acceptance from the Code--Enf+arcing Authorities to Architect prior~ to request for final inspection and ccepta ce of work, 3 . 03 FIELD QUAL'ITY CONTROL y A. Test-8,! 1. Conducttests of e is went and systems q p , y Lo :. ate ry p _ q nts specified demonstrate tom Bance with re ua.reme in Division 16 SEPT 1996 POLICE DEPT ADDI 12 I0N & REMODEL I'IGARDh 1 0i® � 6 r� 2 Provide journey-level e.lectician with toms, meters, instruments and other test eq4ipment. Remove and replace trams, covers, luminaires etc. and test materials, systems, mfethods and quality of work in the presence of the ' Architect for final review at eompletlon aof the work.'.' 3. In the presence of the Architect, conduct thorough j tests of all , Special Systems and Gommunicataon' Systems. Emergency system tests, conform to NEC' 700. B. Inspection: Do not cover work prior to review by 'the Architect, 3. 04 CLE ' A1VItVG t A. Tools and materials: 1. Keep tools and materials in an orderly manner , throughout the construction p eriod. Upon completion materials,2• � p n of the Work, remove 'all supplies, 'a.ws, tools, etc !, ' furnished by the Electr.i.cal Division. R. 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 Go ntrao ' tin clean d� u�st-free and ro e _ order . I p r working order. �c Vacuum clean interiors of all new. and modified electrical equipment enclosures. 3,05 EXGAV�TIONf AI�1IJ BACKFILL A g Refer �;o Division 3. General Re urements. B Perform all necessary excavationand backfill for the installation of electracalawork and as indicated herein. i For norir�etallic conduit and direct bur's al cables puce a I _ minimum 3-inch cover of sand or cleanarth fill ill all vud the cable or conduit on a leveled trench bottom. La ll steel conduit mooch level trench bottom, , So thaanaet contact is mace for its entirelen th. g Remove water from trench While electrical conduit is being laid. Sl✓PT' I996 POLICE DEPT A.MMO,N & REMODEL TIG �.' .p ARD 1600 17 r f 3.06 NOISE CONTROL A. Do not place outlet boxesatopposite side of partitions back to back or use straight through boxes. D. Do not place contactors, transformers, starters and similar noise producing devices on walls which are common to occupied spaces unless specifically called for .on the 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 t inherent noise to the occupied space. C. Ballasts,l contactors, l` starters, transformers and like equipment which are found to I be : noticeably noisier than other similar equipment on the project will; be deemed defective and require replacement. I is Vin. 3. of DEMOLITION A. Scope: 1. , 2t 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; 2 . Coordinate with the Owner' so that work can be scheduled not to p tions, normal interru t opera activities, building access, access to different areas. The owner will, cooperate to the best' of their ability to I assist 1 in a coordinated schedule, but will remain the `final authority as to time of work permitted. Existing Conditions: 'Determine the exact location of all waisting utilities before commencing work, ' compensate the Owner for any and all damages caused by the Contractor's failure to exactly locate and p y g ound utilities. Replace reserve an and all under r g i ew material to match existing, promptly "items with n _ � � , mp ly notify Owner if utileties are found which are not shown on the Drawings. . Equipment Unless 'otherw` , ` fres }aeinc,� . 'rf the, demise direvted lum�.na , 'tion process are the owner's s :part .all property,moved - pkemave all other equipment not scheduled to be reused or relocated from the j obsi, e as directed by the Owner I I I SEPT 1996 POLYCE DEPT ADDITION & R�NbDEI► TZGARD 3�01.0 , 8 I I I I .. ! f { T MOM i C. Execution: �. Remove.- all ,lea.�tla n : , l uminalres, switches, recep- 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 electrical continuity, of all existing systems. Remove or relocate electrical boxes conduit., wiring, equ.i.pment, 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 e If existing Junction boxes will be made inaccessible; 01 if abandoned ets serve as feed through boxes forg other existing electric , g a�. equipment. which is being retained, provide, new conduitand 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� eervice ' to the existing load.g 3 . Extend circuiting and devices inall exstn g alls W ' . i to be furred out. 4. Existing electrical outlets and I.uminaires are indicated on Electrical Demolition Plans. Verify exact location and number, of exist n, exitsingelectrical traca`1outlets and luminaires in the field. Only partialis ing electrical show ex 41 . Locations of items shown wings as existingare Record and; ,partially based an' on the Dra g ,t c Verifytheer L�rawin s which. ma cantaan errors. accuracy of the,, information shown prior, to biddang and provide such .labor and material as is necessary, to accomplish DoCuments. ContarCt the intent.. of the 5. Remove all abandoned wiring to leave site e clea n6Xeep outages to :Occupied ,, areas to minimum an dprearrange all outages With the awns.i s representative Requests f'or out shall state the specific dates d ages nd hours and the maximum dates ' with the outages kept to theso specific on and , ho... � .. �.. . urs , and _, uratl the ..maximum. dura ions. g Compensate the Owner for ''any dama es resulting from unscheduled outages or for those not confined to the preapproved times,b . 74 verify a location 1 for storage' o f .. .. , . - . rubbish, . . . Materia 8 ,! Supplies, tools; rubbish etc: prior to start of work x 'E i.9 !6 S �'T POLICE LI CE DEP 'f ADD Il'ID' I�T� Sr REIN oD:EL Tz BARD o : g 1 8 Existing lighting which is to remain or be relocated is to be relamped, reballasted and cleaned. Leave all luminaries ire proper working order. 9. If any existing electrical equipment` contains PCBs " ' (poly-chlorinated bi phenol,) , replace with new. Klatch, existing characteristics but without PCBs '10. Prior to bid, remove covers and doors from existing switchboards, panelboard.s, 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. a r 3.08 CONTINUITY OF SERVICE A. No imterruption of services to' any part of existing faoilities will be permitted withouti express,permission in each instance from the Owner. Obtainwritten permission` from the owner for any interruption of power, lighting or s ;gal circuits and systems. 7" r F3. If overtime iz nece soar , ywill be no allowance made... there by Owner for extra expense for -such overtime or shift work, due to maintaining continuity, of service herein ry required. Ce CYrganize work to minimize duration of power. interruption. END OF SECTION y { i �..f.,� i r c p' 1 1 , I SEPT ISi96 P:6t 1C MOLT., E DEFT AI�DZTZf.7lV & RE Ott TIOARD 16010 ,I ,I 4i SECTION 16050' JBASIC MATERIALS AND METHODS PART 1 GENERAL 1. 01 SUMMARY - A. Section Includes:' 1 Raceways. 2` Wires, Cables and Connectors. 3 'Outlet Boxes 4. Dev des and Plates. 5. Di sciannect 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 fastening device or, 'equipment installed. Support to withsta2idlo four times-Weight'l' cf Pp u -- supports, �cTui mPnt it su. orfs... Bracing to comply with' Seismic Zone 3 requirements. ItPART 2 PRODUCE'S 2 . 01 RACEWAYS .A. Conduits i 1. Galvanized eRigid Steel Conduitit (C C • dip after thread cutting'. , , Manufacture in dOnformance with Fede al Specification WWC-581 (latest revision) and ANI C80 l: 2 Intettledll ate Metal Conduit i (IMC) o Hot dip r ` galvanized after thread ciatting� Manufacture in conformance with Federal Specification WWC-581 (,latest revision) 3 Electrical Metallic Tu}a.in EMT .. i g ( Hot alp g'al.Vanized and chromate I coated, i Manufacture in: e with '' p . . latest Federal spec ,cation S WC--563 conformancsl ( revision) . and ANSI C80, 3 , e Flexible Conduit: Reduced wall fl:exakyle steel conduit , Hot dip Manlikacttre in' confoAdmance' wr ith Federal Specification WWC--566 J I atest 'revisiml k{ SFaP`T' 1996 POLICE DEPT ADDITION & REMODEL CJLI 1'IGARD i i 5. Flexible. Conduit, PVC Coated: Hot , dip galvanized steel. QVC chemical resistant jacket extruded to core, up to i-inch trade size. PITC chemical resistant jacket, tubed over core, up to 4-inch yrs trade size. 1 6e PVC. Claes 40 heavy wall rigid PVC. Rated for use with 90C conductors. Manufacture.' in conformance with Federal S edif,icat on WC1.094A and NEMA p TC-2, � i B. Conduit Fittings: 16 Bushings: Insulated type for threaded Pigid and IMC ¢;' conduit. Thomas & Betts ' 1222 series or O-Z Gedney B Series. Insulated grounding type for threaded Rigid and IMC conduit: O-Z Gedney BLG series . 2, EMT Connectors and Couplings* Steel gland , Tomic r Breagle or O--Z Gedney 7000 STSeries preinsulated , type connectors. set screw type, zinc plated, :steel. Provide continuous ground wire with set screw connectors/couplings. 3Expansion/Deflection Fittings: a. ENT: Use O--Z Gedney Type TX. t b. GRC: Use O'-Z Gedney Type AX, DX and DXX. 2. 02 WIRES 'AND CABLES i ' A. Copper, 600 volt rated throu ghout. Conductors 14AWG to 0AWGr solid or stranded. Conductors BAWG and larger,, i stranded, Phase color to be stent at all feeder< r terminations- , o,p to bottoms left to right, front ohacA-B C t k. Cuctr and larger, minimum insulationratiig Of 75C4 Insulation types THWNJ THHN or XHHW.Color code conductors as follows: PHASE 2 08V WYE 240V DELTA 480 ,' A Black Black Brown B Red Grange High Orange Leg) C Blue Blue 5e11 + ow AIeutral White White White W/colored ow G`, strip teen Gren _ Green Green High g galvanized steel D d AC MC Cable! , ',.. � . r nth or aluminum flexible armor ,b rHZ Eu strength round wise T�,IHN s g size No. 12 copper ll length ma.nimum g ' r SOC conductors, full overall PVC, or nylon cable tape. Short circu t rker: en h a ,ema ' p throat Ulat 4 ins... ..ors Man ifactured b Al :' 1Ca1 col cession teryAn�ta.ond mechanical flex, AFC, or Carol.: AC/MC cable all+ wed 1 on y ranch circa' cotce for 20 amp branch its aled in wal..s or ceiling, PGL6 ADDTTZON &REPT 19REMODEL, T RD 16050 2 y i i . t I 1, i a i 2.03 CONNECTOR A. copper, Pads: Drilled and tapped -for mult' �.p;le conductor , i term�inals. B. bugs: Indent/compression type for use with stranded branch circuit or control conductors. Manufactured by Anderson, Burnd I I�� sc o or Thomas & Betts. tt s Ce Solid Conductor Branch Circuits: Spring connectors, wire nuts for conductors � No. 18 through No. BAWG, manufactured by Ideal, Scotch-Lock, or 3M. a 2004 BOXES Ar Generals j 1r Luminaire Outlet: 4 inch octagonal'' box, 1_112 inches deep with 3/8 .inch l zminaire stud if required. Provide raised covers on bracket outlets and on ceiling outlets �'. 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 t tia 3 raised ravers Roc. ` o Series 681 and 686 or Bowers, Multiple p Devices: Three or more devices at common locat ion. Install one ere` p gang boxes with one �.' 1 I aeveor Bowers.cover. ll one device per gange , p install rete P , aro Series 690 4 ,. Y sr outlets in cone �Iaac�n� Boxes: Construction: . � 5 uction: Ptdvide galvanized steel inte' . . rio g , - '"y'p, p Utlet, wirin boxes of the L e sha a and size, i. including depth of box, . to suit each respectivE location and installation, constructed with ,stamped knockouts in back and sides and with thr . eaded ho _ les_ with screws for securing box covers or wiring devices,. 6i Accessories, Provide outlet box accessories as required for each instailation, including mountin brackets, wtallboa.-t-d h o g angers extension rings, cis, c4i b?.e clamps and metal stra s !-for , su ort p.. in oat lumnaa_re st�a + . 'Outlet' boxes comp atble with p r h a, �' p outlet ii g ; boxes being, u63e�I and meet' regixirements Of dividual wir ng s,,Ltu,at ons i E 1 SEPT 1996 POLIO bEPT ADDITION & REMODEL, TTGAED 16050 = 3 l a r f fI' Sy B. Weatherproof outlet Boxes: p Provide cox`rosaon-xes3stant cast metal weatherproof outl et wiring boxes, of' the type, shape and size, including depth of box, with threaded conduit ends, cast metal faceplate with spring-hinged waterproof cap suitably_ configured 1. including application face plate gasket, blank plugs and corrosionpro6ffasteners. Weatherproof boxes to be constructed to have `smooth sides �{FJ Red Tot. ► gray finish. Bell or C. unction a` an and Pull Boxes ,Provide gralvanized sheet steel { junction and pull boxes, with screw on covers; of the type shape and size, to s�ii`t each.:. respective .location and installation, with welded seams and equipped with _steel nuts, bolts, screws and washers. rs. Circle AW, or Hoffman. J , D. Box Extension Adapter: Diecast aluminum Iconstruction. TInstall o�rer y flush wall outlet boxes to .permit flexible racewa ext tens ion equipment, Bell 940 Series; Red Dot IHE4 Seriee. B. Conduit Fittings: Provide corrosion-resistan punched - Conduit steel ,box knockout closures, conduit lockouts' andr plasti:o conduit bushings of the type and size to suit each h rese cove p use and installation.a o-Z Gedney, Botts. or Thomas F. Flcaor Boxes - Single Gang: Deep recessed or cast steel ' fully adjustable before and after concrete pour with a7.1 required components for complete; activation. Verify , .. pp required components for application of service fittings, � covers monume nts; etc. , attached to floor boxes, Hubbell, Walker or Steel City. Activations: G. Multiple, Gan' _ � P Gang- Dee steel ` fully adjustable Floor- Boxes IK p . before and after pour. Equal to Walkerbor Omn..box multi- 80.r.Vice f loor box Wi,th carpet plates, crevice covers, Verify calor. Partition..for different power or signal' applications.ations. Provo de re ua.red p pp q power rece tacle devices ' am nal si q� groffimets or receptacles as rioted» >' WIRING DEVICES A; Wall Switches 1d Characteristics: Toggle type, quiet acting; 2'pA; 12 0/21 IV; VL listed for motor loads' up to '8 0 percent of rated amperage Arrow-Mart 1221, Leviton 12 21 e Pass & Seymour 2 UACI, Bryant 4901i Hubbell 1.2 1 i SEPT 1996 POLICE OtPT AMI'T1014 & REJKObEL TIGARD 16050 4 i _r a j r ..' 2• Pilot sight Switches: Lighted handled t-�oggle type red unless noted otherwise, neon pilot lamp. Pilot lamp energized when ; l.oad is energized. 20A/120V Hubbell Series 1221°-PL; 20A/208-277V, Hubbell Series 3 Key Switches: 20A/12072`77V, black key guide Arrow-Hart 1991--L, Pass & Seymour 2®ACI L, Bryant 4901-111, I3ubbell 1221-L. 4. Finish; Grey finish unless sele,c,-ed otherwise by the Architect. Provide Architect with optional colors for selection prior to ordering. 50 Manufacturers: Hubbell, General Electric, Leviton, Pass & :Seymour. . S• Wall Dimmers' �, :; utron' NT Series compatible with 'typ e 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 coverpla e. C Receptacles; 1. Finish: Same exposed finish as switches.' Y Receptacles connected to emergency circuits, red finish, Hubbell SG63-HRS 2 Characteristics: Straight parallel blade '20A, 125V, 2 ale ' p - 3 wire g rounding Arrow-HartHart 535.2 , Lev.�ton; 5352 , Pass & Seymour 5352, Bryant 5352, Hubbell' 5352 . 3 . Isolated Ground Receptacle: Orange urea finish with isolated ground: Hubbell IG 5362, Arrow-Hart lG- 53621 leviton, Pass & Seymour, Bryant. 4. Ground Fault Interrupter: Feed through type; 2OA,: 125VAC/ ' specification grade. ' Hubbell :GF-5362GY,11' Arrow-Hart GF-5342. 5 rec, Wet Locations. Weatherproof eptaeles instal Wet � led in wet approved for location and u , at�:o;�s pp use Course Hinds WLR Series. Eg u ut�.1. zatYon r P t location receptacles with to we equipment connected barrel type plug similar 'to Hubbell 5266-C. Provide continuous use cover with cover capable of closing. over energized cord cap .. t ncke e A ercl. c�irome�: 8 �per �.� T ' n. � Finish plates. � � , yp 3 02 stainless steel satin �.finish beveled metal, Provide: telephono/signal system device plates; activated outlets erplatee to match modular jack: Hubbell 5 to have :,� ., ve coo �T J P / .Z P yal�t• Series Arrow-Har""t Le'��.ton Pass & Se mc.�ur- Br SEPT :x'996- POLICE DEPT ADDITION, & REMO.DEL� TIGARb 1605p �- 5 r 4 slA�r'1�, :ed 'Covers,- � .0 lai�erial: Galvanized or cadmium lated steel 1/2 inch raised industrial t • •ype P with openings , appropriate for device(s) installed in surface outlets. 2 'Cast Dox and Extension Adaptors Aluminum, with gasket, blank. Single ,gang, Dell 240-ALS', Two `gan g ' g r 8'e 11 236-ALF. 2.06 CIRCUIT AND MQTQR DISCONNECTS7 , A. Toggle Type Disconnect Switches: 120 volts, single pole, 20A, 1 NP maximum. NEMA 1 enclosure for indoors and NEMA: 3R enclosure for outdoors. Be Manual Moto:,Starters::. Quirk-make, quick-break. Thermal, overload Protection. Device labeled with maximum Voltage, ' current and horse Sc�uareD, Class 2510o S�.emens General Elower. pectric, Cutler-Hammer/Westinghouse, or Challenger. Provide NEMA ,1 enclosure for indoors and NEMA 3R enclosure for outdoors. 2 C. SafetySwitches: Heavy duty, fused types dual rated, , f qu r�k-make, quick-break with fuse rejection feature for use with Class R fuses only, unless other fuse type is j noted Provide NEMA 1 enclosure and � e for indoors specifically NEMA 3R enclosure for outdoors. Switches clearly marked for maximum voltage, current and horsepower. Equip endo sure with defeatable cover interlock. Swatches rated for maximumiavalable fault current. Manufactured by Challenger, Cutler=-Hammer or Siemens, 2. 07 SUPPORTING DEVICES r M' Hangers: Hindorf B-905-2A channel, H-I -D washers 0105 strap, 3/8inch rod with ceilIng flange. D Concrete Inserts ©r , , support fasteners' for 1f n loads cast a. concrete for ads up to 800 pounds. z C• Lipo Straps Two�h��l0 gal"vanized ,or malleable iron. 1 D. Luminaire Cha n: Campbell Chain " 5031, 90 poen test with steel hooks4 1 Ii SEPT13 r 96 PCLrCE DEPT ADDITION & REMOt)ELTTGARD `i w,.., H. I '2. 08 ELECTRICAL IDENTIFICATIO A. Engraved Label's: Melamine plastic laminate, white with black core, 1.,/x.6-inch thick, manufactured by Lamicoid. Engravers standardletter style, minimum 3/x.6-inch high letters : all capitals. Drill or punch labels for mechanical fastening except where adhesive 'mounting is necessary because of substrate. Use self tapping stainless steel screws. s B . Conductor ivumbers. Manufacturers standard va.nyl-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 Provide branch circuit idents fication schedules, typewritten, clearly filled out, , to identifY load connected to each circuit and location of load.' Numbers to correspond to numbers assigned, to each circuit breaker pole position. D. Circuit Breaker identification: Provide permanent identification number in or on panelboard dead-front adjacent to each circuit_ breaker pole position. PART 3 EXECUTION 1 3. .t �l EtECTRICAL CHARACTERISTICS A. Verify electrical characteristics OF equ.ipm6ht prior to installation of conduits and wiring for equipment. Coordinate HVAC Voltagerequirements with Mechanical Drawings prior to rough in. 3.02 MOTOR BRANCR, CIRCUIT WIRING Do not install electrical' equipment or, wiring on mechanical e ua: men.t - wit � � hout .approval of Architect. Provide moi8ture tight equipment l wiring p s in atad sw�.tche. ducts or plenums used for environmental air., nect motor starter branch circuits compilete'fro Con y i m panel to motor as re wired b code and manner herein � q �' described. Motor starter and control devewringp ded by; other Divisions unless noted QnDrawnsrov.� i i ICE DEPT' ADDITIONx REMODEL, `�'ICAFtL1 SEPT x:996 P(�L � 16050 7 i d ,s i i .. '4 APP .,r L1ANCE/U.tILYZAI'ION EQUIPMZNI'' Provide appropriatecableand ,cord cap for final connection Unless,equipment is provil ded with same. Verify' �rr4 special .purpose outlet NEVIA configuration and ampere rating with equipment supplier prior to ordering devices and coverplates ,A 3004 INSTALLATION A. Conduitt: � 3 IJ 1. Conduit Joints: :Assemble conduits continuous and secure to boxes, panels, lumina,-',res and equipment with fittings to maintain cor,tinuYty. " Provide watertight joints where embedded in concrete, below 'grade rr in damp locations. Seal PVC conduit joints with s�lvent cement and metal conduit with metal } thread primer. All rigid conduit connections to be threaded, Olean and tight (metal to metal) . 2. conduit uit Pl- ce ment Inst, all continuous conduit and aceWayc �yelectricalpower and signal' , systems' : wiring. Exposed conduits are permitted in Mechanical Rooms or spaces where walls, ceilings and floors gill -not be covered with finished materials. i Where Documents permit exposed conduit install : ar llel o d'arght angles I to building lines P tight surfaces and neatly offset into boxes. Do not install conduits or other . , elect r�cal equipment in obvious assa es � ascuttles or crawl spaces which would impede or the area passage's intendedusage; o not , install conduits on surface of buJUding exterior, on top of parapet walls, or across floors. X Bends _ 3 . Maximum rall carie i Sized pull' Jpoxes to restrict � estrct maximum bend Inst s in a run of conduitto :z7 o; degrees Conduit bodies;, condulets, not, permitted 4 Conduit Termzn' ` 3 in feeders, 'tions Drawings which terminate witlaut boxnduats shown on g , panel, cabinet or conduit fitting with not less than five full i threadsi Bushings : and metal washer type ype sealer between bushing and conduit end. r 5. Flexible Conduit: _ � � Install lZ inch minimum slac loop ' on flexible metallic conduit and PVC coated flexible metallic conduit. 6. Conduit size: Size as indicated on Drawings. Where Size is' not indicated; provide ' conduit in minimum u code permitted size 'f or TkW condu required', for complete enation. Minimum tradenslty i p p ize 1/� inch. �I SEPT1896 POLICE DEPT ADDT'TIaN & RENlOOr��_-�; TTCARD 1.605*0 8 q I 1 s i 7. Conduit Use Locations: a Underground: PVC. b ; Cast-in-Place Concrete,' Masonry, Damp Locations and Subj Damage: GRC or IMC. GRC IMC y ,fir' Protected:Meahan�.cal ,BMT C. y� e r d. Sharp Bends and Elbows: GRC, , EMT use factory elbows. i e. Install° pull wire or nylon cord in empty raceways provided for other systems. Secure wire or cord at each end. f o Elbow for Low Energy SignalSystems: Use long radius factory ells where .linking sections of raceway for installation of signal cable, ��. Motors, recessed, 'luminaires and equipment connections subject to movement or vibration, `use flexible metallic conduit._ h Motors and equipment connections subject to movement or vibration and su,bj ected to any of the following CQ e ndition.s° exterior loc�atic�n, moist or humid atmosphere, water spray, oilor regse use PVC coated ' li uid ti ht flexible g q Ltetallic conduit. 8. Concealed Raceway System: Conceal raceway systems where possible. 'Where not possible, route conduit parallel and perpendicular to buildinglines. 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 maximuitt of six conductors in a homerun. Apply derating f actors as required by NEC: 31Q. Increase conductor size as needed. ., 10. Feeders: Do not combine or change feeder runs, 1:1 Unless otherwise indicated, provide raceway systems for lighting, power and Class 1 remote-control and signaling circuits. Provide raceway stub-up to accessible ceiling fear Class 2 and 3 remote-control signaling rand communication circuits. B* Sleeves and Chases Provide necessary rigid conduit w g its or cables are sleeves, ps o enn s and alias es where condu required to pass through floors, ceiling or walls. Maintain integrity, of fire rated assemblies at penetrations of walls, Ceilings' or floors. P x.n s I C pire Wrap: Provide continuous one or thtee hour fire blanket where required by code or noted. Provide wrap for fire pump feeders per NEC and NFPA. Use Ghd6thermic ceramic fiber blanket, UL listed with all 1 required mounting apparatus as directed by system manufacturer. int ram Ceramic er approved'. r SEPT 1996 POLICE DEPT ADDITION & AEMCDE'L j TIGARD 15050 ' 9 ,, j ; D Foam Sealant: Foam sealant for use around conduit penetrations, to prevent passage of smoke, fire, toxicgas '^ or water. Maintain seal before, during and after, fire.. In an,d,around conduit for thermal break at penetration of barrier between heated and unheated spaces. Chase Technology corporation CTC PR-85r-,, Fire. Foam, 1 'Thomas Betts. �.., r Ew res andCablesall, i I. , ;Conductor Installations Instaiy conductors with ' � r care to avoid damage to insulation. Do not apply, 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 GF1 receptacles. 2.' L Conductor 'Size and Quantity: Install no conductors smaller than 12AWG unless otherwise shown. Provide : 'all required conductors fora f 'UJI.y operable system. 3 . Conductors- in Cabinets: Cable and tree all wires in Panels and cabinets for power and' d control. : Use eplactic ties in and cabinets. Tae and bundlE ileder conductors in wireways of pane'lboards. F. Connectors: Retigh.ten lugs and donneotors for conductors to equipment prior to substantial completion uw Boxes: 1. Location: Locate boxes and conduit bodies so as to ensure accessibility' of, electrical wiring. 2 Round Boxes! Avoid 'using round boxes,' where conduit must enter through side of box, which would result in a difficult and insecure' connection ection with a locknut' or bushing on the rounded surface. 3Anchoring.- ' I. re boxes rigidly 'to the sub's-b,---ateSecu upon wh ch they are being mounted, or solidly embed boxes in concrete' or masonry. �. Special Application; Provide weat.hetproof outlets t for locations exposed towe at~her Ur moi.stur 5. osures. Provide ' trout closures to cap.: �inockout Cl knockout unused knockoutblanks have been ho7.es where removed.. 6. Outlet I system: Provide electrical boxes and 9 a f . tin 's as required for a complete installation Include but not be limited tv outlet boxes, junction,, t boxes, pull boxes, bush,ngs,` locknuts, and all other necessary components. SEPT 19516 POLICE DEPT ADDITION & REMO,DELj TIGARD 16050 - 10 7, Code Compliance: Comply with NEC as applicable p to construction and installation of _electrical boxes and fittings and size boxes according to NEC 370. except as noted otherwise. ' 8• Flush Outlets in Insulated Spaces: maintain integrit�r of insulation and vapor barrier. 9• fount center of outlet boxes as required b Tbe : Americans With ` Disabilit.j s Act (ADA) y g _P or noted On Drawings, the followin distance above the floorN a Control Switches 48 inches„ b• Receptacles: 1.8 inches, C., Telephone rJutletr: 18 inches. d. Fire Alarm Pull Stations:� ons • Fire 48 inches.e• Alarm Hornsij and Visual Indicators: $0 f inches, F. Wir r),q Devices: 1• Wall Mounted Receptacles: Install with long, d.i.mensions oriented vertically at centerline 'height h r shown on Drawings or specified herein. Vertical Alignrrient: When; more than' 'one outlet is shown on thy: Drawings In proximity to each other, but at different eleirations, align the outlets on a common vortical " center line for lb est Verify with the Architect. est • Device Outlets at Counters: Install outlets ; , bove g dimension ;.TJ p or-le rated horizontally. s with lon • zantally.; Gs •Proviii , q • � Provide all NEC-re unser da.,conn ect switches whether ll shown on the Drawin s Or not. disconnect switch at' each motor kation wit Provide �F unless otherwise noted. hin 5 t-001 vii, , Coordinate fuse ampere rating ... th InstalledI equipment: Fuse ampere i _p rating Variance g al design information and installed between ora. a.n equipment, size In accordance with Bussmann Fusetron 40 ratinc�ethanlmator ,Jln not lower ampere provide fuses o tater th ermal units, H. Supporting De,tra.ces r 1. Verify mounting height of til luminaires or items prior to Installation When heights are .�ndi cated not 2110 Install vertioa? support, members for equipment 'and luminaires, straight and parallel to buil wall:. ' p_. i .ph d g Prova.d� � arts to 5tructu�al member Inde endent su ant:electrical .. dl.led.r.ical luminaires, matera,als Ei or equipment: in or on cell ingy ;wal:ls or in void ;spaces and/or over furred or suspended ceilings SEPI 1996 POLICE DEQ1 Aa'2 R, EMCI7EL, TIGARD 15050 -° 1,1 i I 3 Do not use other crafts ' fastening devices as supporting means f��r ,electrical equipment materials evices ces aa:res Do "let use .supports and/or fastening deto support other than one particular item. 4. Support ,conduits within 18 inches of outletsboxes , panels, cabinets 'and deflections. Maximum distance` between supports not to exceed 8--foot ''spacing. �• Securely suspend all ° junction boxes, , pull boxes or other conduit terminating housings located above suspended ceiling from the floor above " oar roof. structure to prevent sagging and sway' ng. . 6. Provide seismic bracing per UBC requirements for this building location. I• Electrical Identification: s 1» Graphics: Coordinate names, abbreviations and designations used on' the Drawiwith e ui ment labels ngs ' quip ' q P 2• Conductor, idea-tification Apply markers an each conductor for power, control, signaling and. communicat:ions, circuits A 3 . Install an engraved label on each major unit of t�lectrical , equipment, in but not limited to the following ,items: ' , Disconnect switches, rely s contactors, - time swi topes ov relays', , erride switcho�s, service disconnects, distribution switches, x'anch circuit anelboards and 'central or master� � uhit of each electrical system including communicatlion signal' systems» 4• Install engraved branch panelbcaard identification labels on the inside of flush panels, i visible when on door 'is ° ened» Inst p all label: ' outside of surface p 5• Install signs at locatione?s indicated or, otherwi. ► r where not convenience . J sece of lcatod at location for best viewing without interference with operation and maintenance of equ, Nmentd 3- 05FIELr) QUALITY CO NTROL A• Wriacy, Devi ae Tests Test wr`iacj devices to e ele0:trical continua of � and n c ensure Y g onn` neotons, and .aft energizing cxrcultx�y to demonstrate r�;omplian'ce with �Coqu roue iremerias. � g . . Test receptacles,.for ,line to neutral,: line d Arid neutral to o and fa .� .. correct' any defective Wiring: g ul s j B• Feeder Tests it with 6OOV me er» Conductor ih—u ati ° ; uct on for conformity gg M g s stems 600V an - . once p for Y ion resist below: Sub �. acceptable :xs lme °h'm . : , ma.t in" ensu a t p to Arc hz�ect�Engineer e: I , q SEPT, 1996 , POLICE DEPT ADDITION tMODtL TIG I r ATPD 1650 . I' : z W..., i 3.06 FIR.ESTOPPING PENETRATIONS IN FIRE-RA TE�i WALL/FLOORf ASSEMBLIES A. Provide propen sized " Y zed when providing sleeves or care , drilled hales to accomnYodate` their ,through g penetration core- items.,, F'ixestop all voids between sleeve c� co -drilled and pipe passing through, to meet theclrillecl ASTM E814. requirements of ETD OF SECTION ,I P t I i i. I i SEPT 1956 POLICE DEPT P.bbmogREMODEL, TIGARD 1�i050 13 .. d SECTION 16400 SERVICE AICD DISTRIBUTION PART 1 GENERAL 1.01 S 4J1•11`AR s4 A. Section Includes 1. Grounding 2. Branch Pare;lboards. 3', `uses and C:irouit Breakers. 4 Con:taCtors., 50 Time Switches and Photoelectric Switches.; 10012 SYSTEM DESCRIPTION A. Grounding Design Requirements:: 1. Ground all metal raceway systems. 2. Bond all junrAion or pull boxes to feederground conductor, or grounded metal raceway. 3 Performance Requirements:, Supplementt� eg rounded neutral of the secondary distribution system with an equipment grounding system to properly' safeguard'the equipment , Install equipment µ grounding suc z that n�1al,,1 metallic structures r enclosures, raceways,i junction boxes, ''outlet boxes,' ab nets, machineframe s, portable equipment and other aeon ductive �r items in ,' close' proximity with electrical circuits operate continuously at ground potential and provide' a low impedance' path for possible p gr©land fault currents. Be Panelboard Design Requirements: 1. Mina aium $ranch Circuit Panelbaard integrated Equipment Short e mmetr�.c��. am p eras a� service Rat�.n 10 OOQ RN15 vice voltage 1F�,,,s than E 2All Field p . type, no set crew 1ue s allowed,nuc 1 <s. Compression 1 g Cable and tree conduct p ares with t 3 ors ira anel.bo 4 prova de ' as. Y 1 p and c�.rcui."t' breakers las is 11, anels UL Series rated. 54 zf series rating is used to provide required fault'' current interrupting capacity identify alb; equipment as requited by NEC. 8:8PT i�96 I?OLTCE 1)E ADnITION & R,EP!lODEL j TIGARD 400 ti 4 I I 1.03 SUBMITTALS 4 ` I .A,. Submit product data f mater, socket enclosure and meter socket o N } B Panelboar.d Shop P awings:: Submit Shop, Drawings of 9 panelboard assemblies including dimensions of enclosures and flush trim covers. Indicate top and bottom conduit, r� � entrY areas. COvercurrcnt Protective Devices Product Data: Provide i'ns'tantaneous let-through meltlin txe current cur�re.� for fuses survlied t average u g i _ pp o pzo­ c , Provide product data and time/current trip curves for � circuit breakers supplied to project. � D,. Submit product catalog cut sheets for contactors; time I , switches and ,photoelectric lswi;tches. PART 2 PRODUCT '2.01 EQUIPMENT A Pipe Grounding Clamps Mechanical ground connector wa.th cable parallel or perpendicular to pipe. Burnd GAR, 0-Z 'Gedney, Thomas & Betts. B main Distribution Panelboard and Branch Panelboards Construction: 1. Existing. 2 b Fusible Switches ae Provide ' fusible switches quick-,make, quick- break with fuse rejection feature for Class R amps and group mounted in j .fuses Up to 6,,,)0 "J panel construction uction. b. Provide switches of '�0�2 00 amperes with plug-on line s.i de connect ins and built in' fuse pullers (30-100A units) . C d Provide each switch enclosed in a separate Steel enclosure: The enclo8ur'e' will employ a hinged cover for access to the fuses which will be interlocked with the operating handle to enter opening the co-Ver when the y prey p g switch is in the ON position. Cons eruct aha s interlock so that it. Can be released wi.th a i, standard I electrician's tool for testing fuses without interrupting service. 4 I I' {i I SEPT' 1996 POIACE DEPT ADOTT16 & RtMobtL, Tic ARD 16400' _11,2 : nf, ... ,. ..,..,a .. I ; d. Provide the units with padlocking provisions in the "OFF", position and I the operating handle position giving positive switch position ndicaton', a .e. red for °� °° 1° "ON"j, black for "'OFF". F 3 . Provide switches which pass industry , standard I2t with standability tests, and fuse _feasts suitable for use as service equipment. 4. Branch Panelboard Enclosure. Flushan p elboards rated 400A or loss provide maximum enclosure depth of 5-314 inches. Paint all surfaces with medium light grey finish applied by electro-deposition process over an iron phosphate pretreatment or galvanized metal. 5 Branch Pan elboard Bussing: Copper or 'aluminum bar with suitable electroplating (tin) for corrosion control at correction. Provide ground bar to accommodate Speca,fied terminal lugs, Predrill bus for bolt-on type circuit breakers. 6. Branch_ Pan:elboarrd Cover: Front cover with hinged door, flush lift, latch and Lock. .Provide two keys per panel. Key all branch circuit' panelboarcls alike. Paint all surfaces with medium light grey finish suitable for field painting to match wall finish. Surf«ce panels to have metal triml covers with no sharp edges or corners. Surface panel ' enclosure finisi;z to cover fin n I �h. t , C. buses: Dual element time delay, current 1 'miti.ng, onrenewable type, ( rejection feature. L Class RK5 1 10-600 . / ProVid.e fuse pullers for complete range of fuses. z` Littelfuse or approved. a re d by Bussfiann Gould-ShaWmut I D• Molded Case Circuit Bre akers. 1. One, two or three trips rated 15A-E000A e 0 VAc or 250VAChasc'in bolt on Y ' singledicated' cn Drawings. 2 . toggle-type ype mecha , q Overcenter to le-t I break actio�� nism quick-make, quick- TrIp indication is by handle position. 3 . Calibrate for operation i'n 4OC 'ambient temperature. 4 151 -- 0 0 _ , . A Breakers. P p ,g ermarent tri unit corataa:nin individual thermal and magnetic trip elements in> eachpole. �5. G`reater t ban 1(J oA Dr Variable na net;Zc t I I akers. e g xip to-tr set b a single adjustment. Provide Y eleme�p�button on cover. o" push-I tripping. Mechanical' n breaker for Mecham SEPT l95POLICE DEPT AnbiTION REMODEL, TIOARb 1G40C9 3,, i I f I n {I is . — . i � I A 6. Provide all circuit breakers series, rated and when series combination ratings are applied, identify all equipment enclosures as required by NEC 110-22 f ?. .Manufacturers General Electric, Square-D, Siemens, Cutler-Hammer/Westinghouse, or approved. i `E. Fuse Cabinet: provide metallic cabinet surface mounted with internal shelves, trim coverwith hanged and latched door* size cabinet such that spare fuses required by these Documents do not exceed 50P ercent of cabinet volume,. Provide engraved label to identify as Spare Fuse Cabinet. Manufactured by Square-D, Siemens, Circle AW, Queen, or approved.. PART 3 EXECUTION 3.01 INSTALLATION r. A. Raceway Grounding ; 1 . Ground all metallic raceway systems; Bond to ground` terminal with code size Jumper except where code ' ithsize or larger grounding conductor isincluded w ' Circuit use grounding bushing with lay-in lug _ 'thin Connect all metal raceway o ' which terminate wa an enclosure but without ' mechanical Conn ection to the enclosure, by grounding bushings and g ound wires 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., Wj 40 Install ground bushings on all metallic raceway terminations ina p 11 bogies, panelboards and, motor control centers for' circuits with overcurrent protection set at 60A and greater» 5. Where equipment supply conductors are in flexible ` p meetc install stranded copper e uat grounding conductor from outlet to equipment a, frame. 6: Install grounding conductor, code size minimum , unless noted on Drawings, in all nonmetallic raceway systems 6; D: Feeders and Branch Circuits Grounding; T pp g 1 .. Snstall cc) -E ' r round conductors within ous co e the, liter following � circuits . f +. . � circuits for, d p systems and other c rc ers Ind.. y ui, s as indicated on 9 the Draw'hCi8 a c �j SEPT 1J96 POLICE DEPT ADDITION & REMdDEt; .TIGARD 16400 4 i I 111 , i Z., Whereinstalled ire a continuous solid metallic raceway system and largersizesare not indicated on the DrawiMgs provida ground. conductors 'for feeders and branch circuits sized in accordance with Table 250-95. Provide copper conductor of size indicated for al uminum. • Install isolatedround; conductors g for electrically sensitive; equipment. Install isolated grounding conductors isolated from the equipment ground system i � a except at the common ground connection at the q p ProvZde solaced round b' vice e ui melt. ,g us in X ser panelboards isolated from the 'equi ment systemo p ground C: Boxes, Cabinets, Enclosures and Panelboards Groundings Bond grounding conductors to enclosure with specified conductors and lugs Install lugs only on thoroughly cleaned contact sur faces. a; D. Mentors Equipment pment and Appliance ..Groundng..,.. Install :.:code size equipment grounding' conductor from outlet box to manufacturer's designated .(motor) equipment frame or ground terminal. E. Receptacle Grounding: Connect ground terminal of receptacle to equipment pground system by No. 14 conductor bolted to outlet box except isolated grounds where noted.'' grounding e pelf round�n nature of receptacle device: does '' not eliminate conductor bolted to outlet box. F. Branch Panelboards .: Zr'istall Branch Panelboards surface or f lus h 'm ounce d �. awing s., accessible locations as indicated on' Drawin 5.` Maintain or exceed minimum, clearance code s required by 2. Where flush panels are installed, verify' available recessling depth and coordinate wall fra g other Divisions. min with'; d ent ' terma.na]s er directly in 'line with lug 3 � Feeder conductors to wheeveu raeticable. Feeder conductors, except p deflectionground omnd neutrali not to exceed 45 degree, raceway entry to feeder eder4 phase lugsPaint panel coverand surface mounted e=16sure if Ace color or finished spaces,, ees. to match finished 'Wall p 5.' where panels, are installed flur provide one spareaonduat for each 4, connected conduits from panel: to accessible space above and below the panel. ' 1 SEPT199� POLICE �EPTAbDI rI ?.N EMDDEL, TIOAA O 16- 400 k ,. ...... _.M.............. r Iu j GO, Fuses: For «, each class and ampere rating of fuse I installed, provide' the fallowing quantities of spares for Kw . quantity of fuses installed:, 2 e 1`24 Provide 6 spare. 2,5 .4 8 Provide 9 spare. 3o 49liand above Provide 12 spare . Contactors': �. 1. Provide,de ,vibration bratio n isolation mounting pads , for :electrical c©ntactors installed within or on walls which are common to occupied spaces. Isolate terminals and operating mechanisms from enclosure. 2• Install contactors and relays to reduce noise sued that itwill not create a disturbance or distraction , F in the areas n which such equipment is located. END OF SUCTION P. j: f Y I, 1 r SEPT 1996 POLICEDFapT ADDITION & REMOI)tt TI,CARD 16400 x' I i i ' SECTION 16500 LIGHTING PART �. GENERAL i� , 1. 01 SUMMARY RY A. section Includes: 10 Luminaires and lampholders. 2 Lamps 3 Ballasts. 1.0 SUBMITTALS A• Shop Drawings, Record der.awir gs and t7 e r at �.n " p and TK intenanc,e Manuals. g B• Include electrical ravings, dimensions, mountin material, requiredclearances terminations, wiring and connection diagrams, Photometric data. ballasts, diffusers, louvers,` lamps and c6nt.rols o C. Submit manufacturer's data for each type of elect a 1.03 QUALITY ASSURANCE A• Regula:tory Requirements: 1. Provide luminaires acceptak)1e to the code autho.rit pp " " Y k 'fora . ic.ation and location, as indicated. 2 . r e ;ANSI standards pertaining to Lampe materia pp Com 1 with applicable: p lasts and trasformers, and lumna�tres is lam bol 3 . Comply with. applicable NEMA, star�c�ards pertaining lighting equipment. p a�nsng to 4, luminaires and la� , Pro�zde m holders_, wb.zdh comply!with UL standards and have been UL 1 steel a P d labeled dor ! location and use indicated. n 5. Comply with. NEC 41.0 as applicable, to install tion and construction of luminaires, 6. Comply Stith the fallout and xetPnt .on requil ements Of' UBC 52 for diffusers, bafJ�le8s 1-auvers, eta^: { SEPT 1.996 POLICE NEPT AbDITIOR & REMODEL, TIGAIRDI x.6500 i h i i. 1 B. Warranty, l• Ballast Manufacturerrs Warranty: a. Not less than two years formagneta.c type ballasts and five years` for electronic typex ballasts, based on date ' ' L. I of manufarer embossed on ballast, current with installation ,M date b. Warrant includes lodes normal rashof labor for replacement of _ballast. 2am .. p Warranty Thirty days for incandescent, six months fo r compact fluorescent, twelve months for fluorescent and HIS? lamps PANT 2 PRODUCTS x� 2.:011 LEJMINAIRE:S A. Lu' mi na .res Refer r to description and mantafacturers in Luminaire Schedule-. 9 Where recessed luminaires are installed in cavities` intendedto be insulated, provide IC rated "luminaires or I other code-approved. installation C. Luminaires in under, canopies, roof or, open ore f p p hes l p locations, uL labeled as suitable and slm,Uar dam or wet for damp or wet locations• DID Recessed Luminaires. lre ` frame compatible, # `' with the ceiling mateaial inst , Provide luminaire! a11ed at the particular luminaire location. Provide the proper trim, frame and materna 1. � and cell anq modifythe luminaire to -fit the location , E. Finishes: The manufacturer standard finish (unless otherwise indicated) over. a corrosion resistant primer. ' rimer 2. Interior Licht Reflecting Finishe pos: White or with not less than cular finish 8-5 percent ,f ref lec:tances. 3. Exterior Finisies: As indicated in the Luminaire Schedule oron the Drawings� Refer � :.;Cases 'of : ,+ the Archa�ect dor �� Y resolution r or t It to uncertain a l�.Cabil y P ore ea �' r fabrication: .�e for F. Light 11'ransmitt 4 n �Co onents� k� g p Plastic diffluserI8 molded ar or of x.00 percient virgin acrylic. ;. 96 PO!Ct DEF' A00V"I N SEPT �9 R16500 2 F`M�DEL TIGARb ,t i I - }A �» prismatic acrylic, extruded, flat diff us overall thickness, untess otherwusers, A. 2a se noted. G. Fluorescent Lum�nalres . Provicde all open Imp fluorescent lum' df.,fusers o inaires without guards with turret type, spring rr . loa fed sockets 1� 2. Provide special circut disconnecting lamp sockets fc r luo,rescent 1uma.na ' dimming 3' to multi-level`s with dimming ballasts. To fac�lita �.re with n luminaire with l amp switching, wire lamps sides of the luminaire on the outermost ballast, at l both • st, the newt ntard pair on another, ballas�c and so on to e innermasi•, Zara he or lav yips,). p � pair of la..tps j Provide luminaires with an internal. fuse to protect'' the, electric al power su l from ? +- failure pp y 1�.ernal component Provide each ballast with short-circuit protection. 5• Provide wire lam , r { p guards an fluorescent lall exposed lamp c uminaires. 2; 02 BALLASTS Bal lz�jsts v General: 1• Provide ball 11 as t s rated for specified lamps, � «e. , T-8 rated ballasts where T-8 lamps spec%fied• 2 Thermal Protection Internal UL Glass P with ' automatic '.reset. Power Factors: No less than 90 ercent otherwise indicated. ` unless 4 Sound Ratings: Mating A, e}ice t whe re as standard, products from arty manuact not available acture Provide . the quietest ratng's ' avail�ble 5. input Voltage-' Match branch. circuit su refer to Drawings e pply voltage, Provide number of ballasts in luminaire(s) to prouide multi-level switc�i!ing as ir�doated Drawings. on: y B• Fluorescent,, Electaronic 'Ballastsd t� + s requirements of 935 and bes.r '' which meet rav�de belles the appropriate' the UL' p L label: 2 a Electrital :haraceristics: a« Provide ielectronc belles input pave : line; tr. is J.Oh wa,thstand ansients a ... !. C62 4�' Cate defined lCx ANSI j to a g A and IEEE 587. Tho ballasts 0 voltage variation of J,as "oler'a: minus 10 percents p or b Poworracton, 95 r�ercent or higher: i SEPT 10,9 6 POLICE DEPT ADDITION do REMaDEL TTG ARD 16.900 » 3 , t i r 4 c. Lamp Crest Factor: 1.7 or less for rapid start ballasts and ' 1085 or , less for' instant start ` ballasts.' Total Harmonic Distortions Not to exceed to 10 percent of the iliput current. e, Com pl with F::°r ,rules and _regulations Part 18, y Class A conte srning the generation of both electromagnetic:; interference and radio frequency interference. f. Provide relative light output equal to t electromagnetic ballasts in a 2-11ght lensed luminair6 using energy saving ballasts and s energy saving lamps. The average ballast factor (BF) is e minimum of 0.88. 4 Performance Characteristics.- a. haracteristics:a. In ut Watta e: Not to exceed 85 percent of the value for thoir renergy efficient core and coil r counterparts }b. Start and operate lamps at 50F and energy, savings lamps at 60P. Ballast case temperature is, 25c rise above a 40C ambient. c. Provide constant light output throughout minimum input voltage.age variations of plus or minus 2 0,'percent from noma,nal 120V or 277V,.Il 5 `Manufacturer Advance RCX[VCN Series, Motorola MTI, or approved. 2. 03 .LAMPS � A Provide lamps for all Luminaires B Fluorescent Lamps 1. Unless otherwise noted, 3500K minimum C.R.I. 80; length and wattage as noted in Luminae' Schedule'. z it General, Electric,, Osram/Sylvania; Philipso 2 Compact Pluorescent Lamps: Quad Tube, 3500KI Unless otherwise noted. 3. Provide fluorescent lamps by the same manufacturer ' General Electric, Osram/Sylvania, Philips. C. Incandescents 130V d�� Rated. General Eled .�c, Osram/'Sylvania; Philips. r i SEPI 1996 POLICE DEPT' AbDI`I'ION REMODEL] TIGARD 16500 4 a µ,... .... i.. PART 3 EXECUTION 'f f .0- COORDINATION A. Vek' fication of Conditions- Verify ceiling construction, � recessing depth and other construction details prior to release of luminaire for shipmer,t. Refer cases of ?' uncertain applicability to the Architect _for resolution pr .or to release of 'luminaires, for shipment. B. Provide all lightinng 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. Xc 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 industryl` practices; to ensure that luminaires comply , with 1 requirements and serve intended purposes. B. Aligns mount and level the luminaires uniformly. Use ball , hangers for suspended stem mounted luminaires. Install luminaire poles plumb and straight,, interference ' with C. Avoid a.n and provide clearance for equipment. Where the ,indic'ated ! locations for the, luminaires conflict' with i;.he locations for equipment, change Y chan the locations for the luminaire b the minimum r . distance necessary as direc,ed 1,by tY�e Ar.,ha_tect p es: 'Mounting heights, . D. Suspended L,uana.nair a'g indicate,,to the clearances between the bottom of, the l uminaire and the finished floo.rs.; E, Luinina ire Supports: 1. Support Luminaires Anchor supports to the structural slab or to structural members within a partition, ` sixspended 'ceilinr�. 2. Maintain the 1 or urbninaire posit�.ons after` cleaning and # relamping s 3Support the luminaires without ithout eauSar tke a eil?ng or partition to deflect. i * 4. Provide recessed fluorescent luminaires with two support wires as outlined in the UBC. 5. Comply with Section 16050. ' T y ITt I ON & 1[EMODEL CARD 16 00 5 ,SEPT1956, POLICE D P ADD r �� l i{ i , t F. Wiring: ! t 1 Recessed luminaires to be installed using Flexible metallic conduit with luminaire conductors to the r branch circuit conductors in a ' nearby accessible = junction box over the ceiling. Junction box fastened to a building structural member within sig :, feet' of the luminaire. f ' 2 Install luminaires for lift-out and removal from ceiling patternwithout disconnecting 'conductors or drfacinc �`he; ceiling materials. 3. ` Flexible connections where permitted toexposed luminaires; neat and straight, without excess` slack, F attached to the support devise. junction box 4. Install j , conduit and high - flexible can temperature; insulated conductors for through wiring , of recessed luminaires. t 3. 03 ADJUSTING AND CLEANING A. Focus and ad ust the floodlights, s otlyghts and other adjustable- luminaires, with tae Architeta, at such time of day or night as required. 4� BAlign luminaires and clean Ilen8es and diffusers at completion of Werk. C. Clean i paint splatters, dart, fingerp.rinty, ax►d debris from installed luminaares. D. Touch up damaged luminaire finish` at completion of work, E. Relamp luminaires lu which;have failedt lamps acompletion of work. .� END OF SEGTTON { r lY } 7, SEP ' 1 96 POLICE DEPT ADDITION & REMODEL �rPIGARD 'ls k 4 I 9 SECTION 1672 FIRE ALARM RM AND DETECTION SYSTEM. PART 1 GENERAL 1.01 SUMMARY A Section Includes: 4' 1. Fire Alarm System operation. 2. Fire Alarm Erju'ipment. 3. Fire Alarm 'Wiring. B. Modifythe existing fire alarm system and extend to include the new building addition.° Furnish and install an integrated, proprietary, mon itoring and control-system for a complete Fire Alarm System as descriied herein. The system includes y processing units local data anels and peripheral alarm devices and outputs for specified control functions: C. Sy tem includes, but not be limited to, all contr8,1s :. . _ power suppliesi signal initiating acid sounding devices, modules, batteries, relays,, conduit, annunciators, remote ' site signal transmitters, wir 'ng ,and all other equipment, necessary for a complete and operating system. D. Contact governing:authorities prior to bid and provide all required f codes ds devices components as directed by governing + g authorities interpreted b� goUerni.n " `ndicated on Drawings. . even if devices are 'not' 4 �' Ee Provide all devices shown on the Drawings in addition to all code-required devices F Related 'Worke 1. Section 160501Basic Materials and Methods. 2. Secton 159,90, Controls. , . 1002 SYSTEM DESCRIPTION `� y g y A. Re uirements of Re ulat"or Agencies, :., q 1. Installationsubj 60t to h' pection and, approval of federal; state arid, local authority es. 2, Provide equipment listed lby NFPA 71 r 72A; B; Co D; and UL 864 and 1076 requirements and as TIL listed and FNS approved by the nregor State Fire Marshal, SEPT.' 1996 POLICE DEPT AbDiTIOW & REMODEL; yIGARD 16721 =» 1 i I I 1 i y i {a i I B. Reference Standards,;u 1 NFPA. 72. 2. NEC 3.' UBC �- 191. ; 4 Underwriters° Laboratory listed. 5.: N 0 FPS,. 9 A. 6.' N'FPA 101 1994 Edit;.on. 7UL UOJ2, L, stixa(.. 1. 03 SUBMITTALS , a bmit Sho Drawin s Su p nd product data in accordance with Section 1601.0. E $. Indicate system components, size of components and loc�at bn 1 jj( t c. Submit manufacturers installation instructions. D. Submit ma:nutacturer°s descriptive literature o eraLin ;l inotructions and maintenance and ro , air data. } r a E. Submit complete device and w iirlingdiagrams on architectural sheets' at original drawing scales with ' indication of device type and physical location, 'battery r p p w local "fire calculations and ,component orient dcscri tion i-.o the ' authorities having jurisdiction, for approval', prior to co,nstruct,ion. E. Submit, pr 6 or -to final atro4 eptanc a, a letter confirming' t tliat all inspect lions have been conpleted and the system is installed and functionnGJ ire accordance w:i"th the , Specifications. Include manufacturer representative°s certification ow' installationo PART 2 PRODUCTS 2. 01 MANUFACTURERS sh A. Furni� a1.1 equipment, specified in this Section by one manu,.f,ac urer P rotrona.cs Note: � , y , Not-if FCI, Edwards; or Simplex. F SEPT 1996 POLICE DEPT ADDITION & REMC.QEL, TiOARD 16`721 - 2 i G{ 2 02 FUNCTIONS i A. System Supervision: Provide electrically supervised Class A system, with supervised alarm initiata.ng and alarm signalling oircuits. Occurrence of single ground or,open r . ; condition in initiating or signaling' circuit .aces' p p p circuit in f0trouble'l mode, Component or ower supply failure plaices .system in „trouble" mode. Occurrence of single ground or open condition on alarm initiating circuit or on signalling circuit does not disable that circuit or control ;panel from transmitting "alarm", B. Alarm of operation: Activation of manual or automatic indicating device causes uses system to enter alarm which includes the following operations: 1, Sound and display local fire alarm signaling' devices. 2 . Transmit signal to remote station equipment;, i.e. local fire department or Owner's selected vendor.; Provide necessary connections a transmission and g uipment. 3 . Indicate location of alarm zone on fire alarm, control and annunciator° panels.' 4 Transmit signal, by zone, to building `smoke removal system, 5. Transmit signal to building mec hanzcal system s to initiate shutdown of fans and damper operations. 6. Transmit signal to release door hold open devices, 7. Transmit signals ' ' o buzlclng elevator con panel to anitate elevator recall.' ' trot C. Alarm 'Reset: Key-asses ible reset function resets, alarm system out of alarm if alarm initiating circuits have clearer. D. Trouble Sequence of Operation: System trouble, including grounding or open circuit of c supervised ciruit or power or system failure, or fire sprinkler tamper activation causes system to enter "trouble" mode including the following operations: 1. visual and `audible trouble alarm by zone at control panel 2: Visualand audilble troubleal„.. arm' at' annunciator panels. 3. Provide manual; "lacknowledge” f I hotio' at control Panel to silonce audible trouble alarm, visual` alarm remains displayed until initiating trouble is cleared, �. blroues"ax "dtg nal "to remote station equipment.' , i SEPT 1996 POLICE DEPT ADOITION & REMODEL, TIOAAD 16721 F E Lamp Test: Manual "lamp test" function causes alarm sand trouble indication at each zone at fire alarm control ; panel. Provide "lamp test" function at _each annunciator panelI ,, i r ( j F °Drill. Sequence of operation: �.. anual Drill Function AlarmMode Operation: r` a. Sound and display local fire alarm signa2ling devices. b. Indicate l-ocation of alarm zone on fire alarm control panel and on remote annunciators, co Notify remote station monitoring. 2. Provide keyed drill and reset switch at , a location 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 int4ependentL zone. 2 Each building wing is an independent zone. 3. Buildings not defined by multiple floors and wings is zoned by ,f ire separations and HVAC control zones, 4. Kitchen is an independent zone. 5. Each fire sprinkler flow switch is an independent zone. 6. Each duct detector is an independent zone. ors . an independent zone. 741 Elevator shaft detect � mechana.cal de 8, /' lectri'cal 'Room is an independent zone,n p 2.03 MATERIALS A. control Panel; 1. Modifx and add additional' zones and power supply in the existing fire alarm panel to accommodate,' the building addition. Provide the control panel dead ' ' 1Yfronts modular; complete with power supp this Specification, standbybattertricklecharger, ground Fault supervision� and f11 'facility to add four additional modules. ear..l Lncorpo 'z system tato, function in tYie panel anel module mounted in a ' NEPA,-1 enclosure assembly and interconnected , by -: p p ` yj j ` .. . in ower and su er't1'15or acks 2. Each_' circuit includes �.ndividua,l su ervisor, and. F p y alarm function L and, lsgbe so arr t a fault condition in an Cirdilit will: not affect the proper. o operation of am other circuits. ' Zone functions are k e p .. ulari p .g_. j ... an 2 vices - with no more th ��dC zits elu e, ` There is one supervised zone it p x modules d'rcuit for each ar nunc ation, point. SEPT 1996 POLICE DnPT .ADDITION & REMODELo TICARD 16"/21 4 r a „. i. a l 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 equa.pttent; regua.rng fire alarm signals. Provide provision for interfacing to the building control system. 4. Provide the system microprocessor based and of i' modular. design. The control panel contains, but: 'not' be limited to a. Initiation circuits. b. Alarm indicating p a liance circuits. b p C. Supervised Annunciator Circuits d. Localenergy, shunt, master` box, or, reverse polarity remote station connection. , e Form :C alarm contacts (2 amp) . , f. 1!`0rm C trouble contacts 2 am ) g. Earth ground fault supervisioncircuit. h. CombinationMOV/g as discharge transient g suppression circuit per, signal circuit.' i. Automatic battery charger o' 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 andproduct descriptions or functions shown on the Drawings and/or described in these Spccifica_tions, B. Powers Supply Provide power supply, within control' panel, adequate to serve control panel modules, remote detectars remote annunciators;' doer holdors, smoke clampears, relays, alarm signaling devices, and other connected devices. Remote Site Signal Transmitter (Auto Dialer) C. Ele' ctrically su ervised► ca able of transmitting alarm and trouble signals over telephone lines to remote station receiver. Signal transmitter interface fully, with ewer station of local fire department or owners selected vendor. y requirements` n provide call sequence and message as directed by the owner. Sescoa 5100r Silent Xni ht 5104''1, or ;a ppPOVed. D. Auxiliary Relays. Provide sufficient' SPDT auxiliary relay contacts for each detection zone to provideaccessary functions as described, required 1 by codes for`, equipment shown on the Electra.cal; Mechanical and ArchitecturalDrawings 4 ,. i d' ulpment control.Auxiiary switches* : Provie auxilia eg switches � trouble acknowledge iswitche� dril and silence switches with labeled 81tatu8 indicating lights for each' � switch P SEPT 1996 POLICE DEPT ,ADDITION & REMCDEL167 i I; T I oARD 21 - 5 r i { i 2..;�04, INITIATING DEVICES' A.D Manual Stations: Semi.-f lush:: polycarbonate double or single action as directed, with auxiliary contacts, color T., as elected by the architect. Stations do not allows r closure without keyed` reset. Glass, break only ' where specifically noted. Claes break stations allow testing - Without breaking 9'lass,, provide' sp are glassi, Similar to : NotifierLGN/LRG Serie s. B. Photo.electric Detectors : late-compensating fixed sensitivity wath self c:ompensating circuitry and auxiliary relaycontacts. Provrde itegzal } .self restoring thermal element rated at :135F. Visual indication of detector actuation. Led source multiple cell. 360 degree smoke entry, functional test :switch, 2 and 4 wire operation, 900` square foot coverage, insect screen, vandal resistant locking feature. C. Iorizetion Detector. Dual chamber 360 degree smoke entry, visual latching operation ind:ica'tor,` insect screen; field } add sensitivity,adjustable , est switch, tamper resistant, vit , t solid state voltage regulation integral 135 degree rate I Compensating, thermal element, O. 11,i.'ary relay contacts t D Wire Guards Seven In diameter chrome steel round guard,+., Provide where detectors sub ect to abuse where noted on the Drawings; and where re uired b Code. F. Detector Bases Non addrressable b' ases, 2 or 4 wire as y Compatible with twist { required by s stem or as directed*: lock smoke or heat detection devices. 2.05 ANJJUNCIATORS A. Standard remote AnnunciAtora LED current' limited flush or surface ce mount as directed, zone capacity as required by schedule. Red alarm and �' trouble 7.amp test swir tch alarm nand trouble 'busses z buser light,,��^�, s.z Y.. �ed LED actuated by buzzer silenceswitch, English language identification on annunciator by sane game, z e. °'Second'. �e niZarie 1�°e Drill alarm lcey Floor Smoke Detectors nct activation and reset switch. Minimum size 12 -inch by 12 inch with UV sta g boignal modules: SE1�, Contaane ba.lzed lexari or equal d face. . abl�for wet x, and ss , wet , location where located extex`? rc SEP. T 1996 POLICE DEP , T ADDL?'IO .N � REMODEL.. z I �; GART� 16, 7 2�. 6 , k rl i I i' 2.06 BATTE2ES' AND CHARCI NG SYSTEM A. Loss of normal and emer enc system to transfer to batter tally cause the y power automati y power. Indicate battery power operation by a yellow lamp and audible annuneiatio at the control panel, with segtjent,al n return of'' the system pulse signal.. Upon full ca acit Y • power, unit recharges batteries to p an: y _ d _mai. n tain battery on float charge, Provide n storage batteries of sufficient operate the fire alarm system under normal capacity to • a.r, supervisory condition far 24 hours and; operate alarm signals minuteses at any time during the for �.24 hour, Brio trickle charge adequate capacity to maintain the Provide fi11y charged with automatic rate char ;, e batter batteri.es,' sealed gel cell t g Provide j separate, locking cabinet manufacturedp • ace batteries in a Da not install cabinets or equipment bel w thef or purpose. pbatte cabinet. D , not. 'locate cabinets a:n ceilin s c batter' Ing pa e. 2. 07 INDICATING DEVICES A• Strobes and Horns o Provide quantities ar6vide minimum sound 1eve�. and locate �o of 1 -, •qamb�.;ent Yn all areas. ` Rate strobes and ng 5 dBA above building d between minimum, 8�� nA and maximum 100 dBA at �.0 ane6hoic c 0 feet in an g amber on an A-w�ei kited scale. Provide all interior horns and strobes with ADA approved exterior locations provide znn3mum in hdiamete obe. At • r strobe 0 Strobe and'horn locations shown... on the Draurir� s are to be Provided,, in addition to those required to meet_ minimu ' m q Evaluate building architectural a_ Code requirements., acoustical characteristics and rovido nd required devices to sa�tis addition to devices :,.shown ' all, re . w and state/federal Minimum auclibil audibility requirements. rl local y q ements. Provide device layout an full scale A,rchitcctura Drawings ng code approved horn/strobe submittal phase. layout during the �'rovide �•L-ests in theresent p of the loc..al fire authvritY and the architect to strobe horn , prove / q� an titins i and locatieans meet ni;� , G requirements: n'mum Provide and install additional t `'r .robes/horns required as a ,result of these test • additit�nal costs. s without Flasher 'It, a Etrobps: Whe diffusers,, red letters, AbA and UL p 1971 approved; flush frame, flash rate per local codes S ��nchronige strobes as p,� • : g ed by AHA to revex'st seizure react�.onsi irequi SEPT 1995 :POLICE DEPT.. ADD IT IaN , .. , & R EMCDEL►, TZC�fiD 16 7 21, 7; i c I I. PARS' 3 E'XECU'TION L 3. Oil INSTALLATION ,�. Obtain:approval of system design from,fire authority prior to installation. Do not begin installation without approval from the authority having Juried.i,cti=4 B Fire alarmconductor, terminations in control panel and annunciator panels on terminal strips with separate point for each conductor .number. All ,such, strips identified as shown An wiring diagram attached to inside of door of control panel.: Connect wiring neatly to terminalstrips. Connect clip with nylon cable straps or lace with dust i cord. Set uptermination of cabling so that sections of the system may be isolated or shorted, out �Qr servicing. C* From fire alarm control, panel, mare connection to motor cart troy. centers and relc-Ated' equipment as required for ;fan system control. 3.02 WIRING I r A In accordance with manufacturer'sinstructions and as required by 'auth',orities Prov cde all wirings conduit and outlet boxes required if or the erection of a' complete system' as described herein as shown on the Drawings, and as required by governing authorities B Provide all w,irxnr to' meet the requirements of all national.,, state and local electrical codes. Provide Color coded, wiring as recommended and specified by the manufacturer, minimum size number 14. 1 All wires tagged at all junction points and be tested free from grounds or crossed between conductors. Over all Junction boxes labeled and exact pa.aition and 1a on the Record 1° ed .bel not Drawings. C. Provide all final connections between equipment and the �riring system approved day a representative of the ' �ttanufacturer a �' '' i Fi I i (µ I i I i I StPT 199 6 PVI C. D TVI' ADDITJCC7I� &' RENltJDEL, Z'1 P�12D 16' 21 i j I t r:i rl 4 3.,03SYSTEM UER'I`FICATION A. Upon comletion of ,the installation, subj e,ct the system to operat1 nal tests and when all necessary corrections have been e accomplished, advise the Architect who will schedule a f.iaal a,nspection test with the Owner. Ensure the cQnnections 'to the fire alarms system have. been an, service for at leapt 10 days prior t.o the final inspection. F'urni'sh all instrument .s labor and materials required for the tests and a ua1 q ified teohn,�cian to con duct the taste. Correct aby deficiencies found at no cost , and system retested as necessary, prior to f:xnal acceptance. Tests include the followings 1. An operation of each signal initiating device (all smoke detectors, heat detectors, pull stations II doors, process and facilities control sequences . 2. An operation of each indicating device (alarm horn and alarm lamp) . . Operation o n p f all features of the system under normal operation. 4. - Operation of all supervisory features of the system°' . poration of all features of the systems on standby p ithramax; p y power' off. i 6. Documentation by download of control panel memory. � Upon completion of the installation of fare alarm' equipment; provide to the Architect a signed, written statement substantial) in the form as fallOWs: Y ' undersigned havingbeen 81The engaged as the Electrical Contractor on the facility confirms that the fire alarm q p S ecificationslnsta'lled in accordance with the Drawings, p , wiring diagrams, nstruc ta.ons, directions I provided by the manufacturer, and requirements of the governing authoritiesautho ,,it 3 . 04 EQUIPMENT DEMCX8TRATION AI O PERSONNEL T RAINIIVC A a At the direction of the Archit .act the equipment supplier of the system will Provide far.:tory trained representative to demonstrate the operation of , the' f�;,re alarm system .'- and to instruct Owner , in its operation: equipment x.rastruct the a Provide names and -date of istruction prior to final acceptance. I I 8E'PT' 1996 POLICE DEPT ADDITION REMODEL; TIGARD 16721 9 W 3. 05 OMANUALS,', ' ,. PERATION A.ND MAINTENANCE r # A. Provide three seta of manuals to the Architect prior to f ix al accept , d , o g p PIP Provide manuals co professional d ev eloped Record Drawings, ,battery , type and battery calculations, spare parts lista operating procedures, �. r -� trouble shooing guide., program printout, data file on , disk and a one year warranty agreement including parts and labor. Warranty period keg`ins upon the date of final r acceptance. ti END OF SEC'T'ION Y� 3 V } II I SEPT4 P� 1��� POLICE DEPT ADDITION & RN.,;MbD�..�-y!�,L� 'T'IG��.D' 1672 Y i i i SECTION 16906 OCCUPANCY SENSORS PART 1 GENERAL 1,01 SUMMARY A. ' Related Sections Section 16prp, Basic Materials als and Methods. 1..02 SYSTEM DESCRIPTION .A. �'heoccupancy, sensors shall sense the presence of human' activity within, the desired space and control the on/off function` of the roots light's automatically. J 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 fro: 30 seconds to 15 minutes . f C. Sensors shall ave factory set PIR sf n�.�a.ng sensaaivity,for maximum sens y _ � , h sensitivity. Provide time dela at ten minutes. D. Install system in accordance' with' manufacturer's` recommendations and instructions E. All line Voltage sensors, control. units, and relays UL 1a sted. 1.03 SUBMITTALS A Provide on reproduciblearchitectural floor plan layout of r sensors indicating their sensing distriblAt,ion B. Provide wiring, :, diagrams indicating low voltage and line voltage wiring requirements. PARI' 2 PRODUCTS 2 01 PA88IVE INFRARED SENISORS - GENERAL y The passive infra �'" presence, in' the � �• .�. .� red r ' sensors shall detec,. floor area beii ng Controlled, key detecting changes in the Infrrared energy. Detect small moveMe'h-�s such as when a p _ is writing while seated at a desk„ a person B Provide a temperature compensated dual element sensor and a multi element fresnel' lens. SEPT 1996 POLICE DEPT ADD1'tON REMObtlj TIGA.RD 16906 �- 1 i i +l t , s f 0 r t G: And �.��ustmen � C. The sensor sh�a11, utilize QIP � mode operation, time delay, d sensitivity. s ` D. Provide a daylight filter which ensures that the sensor. is 'F insensitive to short wavelength infrared waves sur7 as r, those emitted by the sten. The sensors not to protrude more than 1-1/2 inches from the' wall or ceiling and should blend in aesthetically. F. Conceal adjustments and mounting hardware under a removable cover to prevent tampering with adjustments and hardware. � f G how Voltage Sensors � 1. Sensor shall proviVie coverage to completely cover :a the controlled area. 2. Sensors shall operate on 24 Volt DC power.. 3, Sensors shall operate remote power switch packs. , 4. Sensors can be wired in parallel to allow coverage of large areas. , 'S. Manufacturers: The Watt Stopper 'CI Series or approved H Wall Switch Sensors is Three hundred square feet area coverage h with a field of view of 180 degrees. 2 . Two wire pleas ground wire complete ly self-contained sensor system that fits into a standard single gang kox. 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 devicesllowed. , 3. Rated to swatch ` are ds from 0_ tea -800 watt imJandescent ur flUorescont 120 volts and 0 to 7 Q00 watts for 211 'Volts: 4. Pa t ay g lthat holds lighting 11off f hen adesired foowcandlelevel is. , present. 5. Provide integtral off override switch with no leakaag e current to the load or ground. F» prbv� t, pias ci 1.0 nett poly 1R2 lens,' soft Lens is not acceptable. Ma, _ pp Series Or ! 7. nufActurers: The Wutt Sto er W.� approved: 2 SEP' �. 6 Potict DEPS' AbDI.TICN & REMODEL, TTGARO 16�(?6 1 •.:yy Yrs � y i 1 1 , i?,FART 3 ]EXECUTION )u 1 3:. 01 INSTALLAMON A. Install oceupanoy sensors as directed b manufacturer's ' y instructions. Complete all electrical; connections to all control circuits, occupancy,tensors, power supply pack and .ciw voltage wiring. ;. B. 1 Verify With manufacturer s representative that tine sensor X ' 1 are laid out 'in c s s�mplince to manufacturers publxshcd sensing distribution. Provide additional sensors for . complete coverage of the space being sensed. r' 3002 QVALITY CONTROL A. Use manufacturer's published testing and adjustingp�o edures to adjust : sensors time delay, daylight sensitivity, and passive infrared sensitivity to the satisfaction of the Owner. .. `END OF SECTION' I I I I 14 I 4 I I I n I I, I r I 1996 POLICE,, D�,PT ADDITION & REA MODEL- °I ZC i PT y 1 71- --Xoo- WA"wvsmmm K"wwowpwAwm-="o-r-- mommammaqw; ...... lt UJ40 mwA E- S ,� ......... 7 ...... CY) do '0 �A E'.L,, V A T,l, T Ole ui ==44P =""MOM" v 1) IL WOW" folk EKU;EV E�AV)T COU' TYARD E,LErVA'T1'01N' C,�O`,, Ty K' t\o, AT 1, 29 ............ 4P,* '5 MICROMMED NOTE I 1F TH I MAWING LESS CLEAR VAN TH I N Ll I' 16��,iDU I s �O H MOTY OF THE ORWINAL DRAW!NO', ...... 6' Oilii 44it tit dit J A�N': A L ............ ............. ............. 11, . I . I I I � I I I i � I i! :I � I: I I I I I I �: I ! I I I I ! I I I I I I I I I I 11, I I 1,, , I I I I� I . I � I I I : I � I I I I I i I I I I I :i: I � I I I I I I, I I I I I : I I I I � i I I I I I� � ! 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