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15371-15373 SW 114TH COURT BLDGS 10-11 18-19
-•Y!11{�nw,•lNNNI:�,..y.v,..• , .r.,q•,•r- . ,,1. I.^ .,, ., y,. .,4•., .•.y �r.�.• .19 ''.y^ x'd'�'Ir!'rlF•1(M v r•I r-,! o. Iky�p,7yt,.,n ` 4 . p n`"uI''• 1 fll� + r,, ,,P ", Y ' '' t �',;'. , V I,t ' f ���'tr i�• , ♦•�.'�#617}��-�.� .) fit}` ,',,, T`..' t ,�,;`_ "� .4 �f,4r�, .! Y +,.�• 11 ,Y, r l !T ,•`- !'. •7. 1 4- r,1t•.".r ,.b • , , ,1 '{ •1 ,,.•,,y tri,. .l k 'r' ,' A .Yr�. p�{ ,I AI y ,�,y .,�f 1<l, ,. �` ' •t ,• 4'. Yn77 �,{�A v Y, !M!'' 1 -�__ , ,•. ,' 1 het,M.1+111 li, �M *t .� �, 1 `it ► 1 ,, 5 1 1 ! - ,'11 r %I �!+'' j•,. ,'`r r/!'`.,' ;•4.' 'J .. . i".�,� �' ;YA''♦ , ,�. •� '� • i � •Y,. 1, ,. ani i b'h ,. C01�DOMIMIUMS ! .i' N ,,., r , +tT, --t- y �t .Y •I •, . . 4 .. f1, •�!� ! .! ;• ! 1 �' �.�` ^ 4af• .r N,' , ♦ 1•t. ! " 441-' ,' 5 1 ' .t ^ ! ,' , '.�L , (.,".,, S r}i ., ,�, 4 ,� S' r �` , 1' rV ,��• .,r�.,a`•/+M .'h. ,, 't. �' •�? l 1 1:�L�lll 0��,�N ► 1 �, 1 �.�i,�� �. 'T T+' t�"� t 1trY \' i �r�`l ell X t t= n 1.. - '�'• ' + •t _ fl Ts ' i 'Y' ,, + III '. 14M - .i .' j.,I� .,,.y,,�'1 ,,Y7, l' ','�.. + ',,�`. .1'r' / ,i!(f�/ i .I �'Yt I't 900 - • t •• t••k< , 'rf r 1, •t ••,. , •!, 1 , 1r i' +,f ' •'tie •1 ' l� tt �' #!4r�l't '' R S .J «�I4 .t • ,X i' r .,� 'r' t 1nr l i ! tti r ',, ! �! , Ixt N. r .� ••,A ♦'� 'PV4 ' i 4Sa 1 ,l '"t y ,' w, 1 =j /j 3 �} f{' 1 �• t' I r a , r . 6ba1io , owl � � 1 '• :• "�ft.,>', j'`. i4 .e.o k7,, •- .+• ,� yt� t 1 711 �'. � .•r U, tk ��' t I,oe►.. dll� •I l,/r� � E ,-N,( � ' , }� ►. I�, •�'�' + �, " t ( 1 ,?�( "1 .L t .' , x i ' w J �. 1 . (ANERAL' CONDITIONS Vf1NMf pA� A. � .1 ; t '.,, I- .♦ ! f►' �r •N I ty• r. '+ .e 1 ;% •11 I '! „ •,,' , �' • P' M� 1. • ! 1 .. •I- ,. •�' ., . \,r• d i:, , ,, �!','�' *4�, ! .:1y ,L i I,T, ', .,( ,. ;a4 "' t' + ' ✓ i �11C r;. ,� �. `M V • •• q )- 111' , r c 1. t ' ., ,� ' , r: .� f 1. 1. ,, ,' 1! / , ti 4 Ali' 1 ' ,( 1 t>Ntiallo, *Co. ,' •' •• 'P L 4 , .N ,.4j W �'• { A.V ' n :' t yy ((� ' •t�' , .t, , �► `�} �v I • h y ,', 4� :.,, \ � 4 + 1 42. • *Y.: �� y, n"+} i 'K f• , r. ,! .'.1 iJ }, Z lA°+ t. "," �! /• 'i,l,,l4' .• �yT r ) �Yl ' • I + J •'••� ` '4'� + `'• * ' �� 'i 1' ! ,tY ;l t ! '•i y�, . t •.i'�,y'11 :T-4., !-, ! ` ,v / ! Tits 940"t1ep OW pvrofl06100 l+111►re,rll�Mo�'if, 460&11`6 •�t ,�,�'.4 ';�i' t i ' ► ' ► t' Y, t, C r4 ��,1,.l,zl t+� � 1+111 f>ts 1111 a 1t �, ; ,,g ,. , r�1.r r, Ir �, 1 0 ` +" �, t t i t ��i ��r ��,� , R W ACCEPTANC OF SITE P 0 SPEC 1 1 T I ON s ) R1P Yrf' 1 avow ( ` . . , r L , yt► ;yi ,,, t ,r',. , r, r f r r ti°th,,, , • r Ell I E AND � PLAN I. _ F , `♦ •• , . ', +! ► r 2 ~. 'f d' a 4. '. ..� r�.r,.-.•err _12T YI t� i(11� tf t� + r •I.M r rl,. �, '? ,- �. r•Y• /. ! C T �I t +!) �J+` �' �.! •'� 1' , , , 14 , �,`��!N' ••. '' ,. I ' -•(. , I ,r �! .7 �i. %"F' rr *' .r l�t iT,. •! 4+ r .4 ,.I I 1. •,� ,�^ ,. l ! ;, 4 •� •r 4.•+M1 I� Y .1l P •.a tr�''• ! . ,�1•(y�., f, d l/• , ,l .! ru'. ♦ , •y,. •!•,, r 1 > ? ri , k 1 +i `.' f1Kt 11' 1 y i f T 1 n Oe l r nd stand n o Che owner w at 1 ve • r '., . �+ 1 r ii n Y a l i b t he u e LI . .. l w e t ave !' t 1 9 r J 1. k , 1 Y r ,' , t.. ► i p �' ,e 1 �. r .i :' t �t 1 t Vi �w t la 1 1 ' • . w �•i A, u�: y MI► s.., d! - •i'. \• •. 'ill, 1 !rl 4' TIM C.OrAi t OSI l! t 1 to l Ice /h W `� t .' 1 + ,. s r L t 1 , r _. 1 r I and has e r tail ► . *r1+r"r ` that the subcontractor has carp Qtly av •wiled s ac epted a C �Y [p} j p` '�,, ,{ ., , ,' +�'{?'!'�- '�' t '�T t/►' J,t1« •41 Jr .1 `14 1 �ti r , �'1!. ''�t•4 +r' t .l' J:y!�'+ ,t ,, r' y�• -4. 1 t� .4.' .,.i.R �• , i+,r �! ;11r f ,' •f =r i 1 •seww'a of tM them to the *f r j r 1 f s e , C' ! structfon documents {plans, specie ,' ope work, ett.) a ' � j � '" r}.0 it Hwy ').,i� c ' /• ' :�N Irkeviii ' 4r�e►' 1t�Nd WAftaillttafilO a• •, :4t•: ►. ,' :' !► d . , rP I x stations sc of rk and the t � 4. 4 , D = ' ' '1' /7�►�: ' 1 t .-n f Int/.' �:` l; r ►.' J, l J.' �1. ',T• •y, B ► ' J• , propos•d 'rojact site at �he cirri% o/ bid sut;xrrittal . .-A ,A. ' . . . 11 I r 1, , t , 1. f.�►tlil let, R •. ! r . ,k r-,A. • r�r. v,' .. ► , yy �l.) r'' .!+ .�P� : `tMY�••14',�•.�jr 'rf.s' } '1 ��. , t '�i ,' M'. " , t r' t' '► 1", r `! . ' - " L, 'I'•,.., Int {. 't L . .1�;0- .. ,.r , •,; ,/r _. ! !, 1 • .� • . .k .. , , ,j' � I. ,� AVA(4 As tl ITY OF SPEC IED ITEMS 'p11 �1�Mh11Nt11 X11 1rs to .1�� ' IMeblr 'titfl>� iA1d p11Ntsn6 "' 1 .,.y , t�� �' 1Aslt rr * ,, -A t I 09M1 ;,wi to, � 4 .; • I �! ' . Subcontractor will verify prior to b i dd l ng that all spec d f l ed 1 cerise will be R , rf1 �11 .1>�ft11i0 two. at%ti>1dI'>,, Iwsd h>t1d11p/ r'e4ot� MihC''sw., - , , 4j t f . � Q � - ».. ,Its i fltlrsh Veneer (1 I+r /aitod wlfh b l i n I nle for i n s t a l l a i l on du r"1 n or r i and t l isle l r re s s o f mark. ssNRlt el>N�irit;M!.�1. of t a,l l kas+IQrOti 'h tali, e�atlri Israel 111 ,, vq"I i.. - . • . , � , 2d ell "t � ave i 1 a e t q de y r p o9 f rldos fag8 4" MIq, Ef vy of left s o f wistpor•1 �. f' . 1'. ' . ', 1 . t, •,a M 1 , r+wtes jaesi►tM1) Irapa 111 >r 1 eh pESIGN i�CIFICATIONS colt closing i1ti41e, pwlltss �i !n the event [pacified Items will not (Sia so available., the subcontractor w( 11 _ ~ ' , �oth � ,40 >FULLY r V. COW-M24 shot .is.wise IaNicsi>41 y v i(K star `Y/f i c iiht i y dw;"s yfiiter tie 's `' �1 not the Design Oepertr»ent of TualatIn Development C'-",'V-a•r, prior to bid •tsute s .,ones tont aliNturd e t �I fit'*, l 01 1 S I OM 04 0041 T �° '► R) boors and �+rdiMaa 1Av >�. Prat 1+1 i>tht� to slat sh f i n i 3hyd interior •!11wr•rk ase/ , y submission. r�,__ � ?) 1,irtsrfor •taps wilt i►r it>Olwst.+1116ta0 bith • mini" W1 tre4id wi#0 00 ihfavpfWr+t Oro t. " �( 4Pit +� All costs of delays because of soar-wallebllity of specified Items, when su:a' • i*a,iclalurp ��" risef NfioMfl. 4t I ) ' S) ,i�r11111r1%lilt s L.1 f 11'�re es'Apse 11 ied i n D i v i s Ion 36, f et i Ian eft, heft i n- +. delays crf� ld have bean avoided by the subcontractor, will be back chat gad as DIVISION 02: CONSTRNCTiQN 1I0CtIMEMTS ,. , .,.,, , "• , �. necessary without• any additional cost to the owner. I . • ► 1► _ SilelpavntrraCror t 1 exal�te color arAd finish ss>rsplas for slolKt.lea to h4, '' I . A Sactlrxw A Civl1 Irrglne�erinyl • the Itie+Mslopelarrlt 0) *saps w'III not w�tosd a assxlea& 444S, rNip.af '1: iS. •,1'0 011100130par t ;# Tualatin pav41Q~t C'nrrpany fair approval prior . 4� . 41" '� �lip5�T17UTtONS 4F SPECi�F1ED_ r1AT•ERIALS •'`. '1.� praid�rtl"f ;1 r" I.•-!�' 1) ►laps and Spetlfielstlons by: /X) str>�•t+ of Eholwelrriry by,l 9) All out.elrlor polio aid W1 + ".1 • " 11 I - Proposal s for su'�s[ i tut dons of materials, tau ipn►ent s, and methods wi 1 1 be Gtr, a1etl�i'11ei its eap•a,d a�ropita with I. . , . , p/?F' (.' C-L�l�`�Ul.r�l�1TS ANG, opeav coat surface n4kisb.! . I considered only when such proposal• are accompernfed by full technical data r 1 11a110 /M11ef f Inner• f111Yi �pN t N' KYIEATi61M ,' ,I I and other information required to evaluate the proposal . /I(,o7 " �-''ij1- (,ro 7u A,V5Nl� 714014 p,W• il' IfIftOA Illi/T • , I r -�`RTLANC '` fi.E= �hl ��Z�3 ' 6aki !{r �i .�..._ !` . 1 r vel !fit !P • Cyt `/ '' , R+ i, llllla'%Qs+l+ov4+, !' , . spaucs A Proposals for s+ ostitutigls sill be submitted to *he Design Dtp•rtR*nt of r ' ` 1. Tualatin r veto tCom YISIoh . ' �Iti P Pony ,•��/+��, I (/�� ��' b S td ,i MAS ,A . i+!rd�►tideN. /p,.' e' s 1mdy di r►spcwts rllaNiw an the drawln's ani spslc i f led I . ' J C �"`r ��f-� f 1 '' M ' ,y j • 1, ., •- i.� ti., `,.,Ay a ,. q.J a, 11 t, ' _ ',, + + �17�..e, ! Q��r•t In �+ `� ',,' �+ ,1 Do not substitute materials • uI nt or methods s ecilled unless such tested q. , I q P'M r P �OCt WI, htY�(1%9 Matordal . �� 5�,•' •-, ~• ! " t' , 11 substitution has been approved. . - . , f r t�R4e1. '.:i. ,!, t. f4tt , tit;sler is '' spwrrrt enter 1�)• t>t*Hila 06 oa uqe Da f van 1 sod 'shay . ' �I Section fl - Architectural Piens s Specffice ions i) . All 1.-IWober i; to be w0l sin k in dr �1 ��: 1�� •t* ' i r :�'` t set�sWeed.c life' 1 Jr>�rl*VV' +iF6rre seoittuk ,� ,,yy,;• �, A .,lit. •:a'' r t.� '' T 1 ► : CONFLICTS fIETVEEN CONSTRUCTION DOCUMENTS 11 �ntayt, F oa of dr ro;, tarps or split` ilhll 'A1>loftd fly Iwlt'• �" �' •1' ► p r I y ' ! y 11 y��, ty, � ,ft)gllrt$ 'aallt`+6r� �► l� s�q►la foo l a tp" no c l erg d i roc a ilia to, sail br tr+l� t#�l>~ v , i) Plana prepared by: ." .. ,., , .! ,.` ' .,y i �- .. } y�l►a.? �'!1 �s # 1 •�' 11 f1' /y Should an conflicts occur in or between construction olrlents, the order YT"" y do¢ '' ;A)'1 x'' a heli 1 i�t,�1R,>>wird, os ilia tIN *�,. C00'si' oMgl*41 l'Irr l ,_!; • t.• r erl)JJ td ' ' *jr4ll d*..aotd c inti ► • ,t. .. w •' . 4l irf '�� � fl� • r �' �tyi'i ,'i�. of prscedrnce shall be as follows: Dapartaent of Planning t f3eslget :' '� `!►�. �t*1tfrH tl r� ! i <{ 'S[� 't a'i a @ h ' 1r "11 . . 0 .r ,a, Tui l at l n �1MYss 1o�eMent Yl,p�n M a i�� r f 'F'.i. . ,a ! s 1. J1 .. • r K; ,<,1 ` "f ar. 1 I �tar� 1 'z,! ,#/ • T b ' •,�' 4 Yj � _ 4 L;. ''QPr r f • c fir' •.., ,".i► 9� # II "'lltrlltil, ,p' i '#tr.!,4. ,t " I I i n , 1 rM_ r r ''Z i _ '•tt� 4 7+t l�L:l, 4' ;'rayl' '!+ • . .J �.,; !) General Condit ons . 15300 b.V. t 16th Avenue , i ! 1' s + p3al:d►s, 4�MAt�A ,► f>ti T x ,1, ?ti., \r} . ♦ ,'• ! f �1• t .i►' +l J• a�.'Y • ,� ll' ,'. T` , "11'1 f i a t i on s T I aril r - tr sir .$ `. 1, ,�'�s jj ^ � , ? ,' ,t' }. 1 2 f Spec C g e 97224 • k t � t )th caft "tM• 1 "„'31( r M'YI' �� :1, �, a 1 \ o .. .' .i 1 . . ., '�i'�, i• L •�tj�'�f ;/ ,x.41 d/t,' ;3 ''r t ti. , y. , #. y, y1 3) Scope of Work 1. .. . .r.- , r• 1r}.. err • + _ ” !w �� �5•' � Wi� : ,. T e r i' S: IR '� . Det•i is 6 - i 1 Atli 1. i �' E .' td 5 .•� 1cK .`" `' t. .) {503) 39 3 0 ) . 'Mir to prby)erc'f s tie �t! "r slEalripd ` r .y' ;y' t �' i Small Scall Drawin s - toctad s) g +! l'ow fir. ° rr t ,. „ 3 . t;t �:• ace ' . � . 'l .►111 �1+ �i ti+lw of fsel> 6} Pro 'ect Field Superintendent Y r . :«,,.�y, �:, .,� r''l ,F t , 2,;� j; „ . rrrr j 1>`!t !`; 4 4 K• ! Jjr�y �' 11 ! �, 1, r• + 34 ,err` I� Sect ion C .- Landscape and 1 rr(gat dem `"''.. 1.." ' IMlof W!"ll wwsltM� +� 'li�i1' ir' 14 pit. q.'f'.' 'C-0 gr a! ' b <;1'L�+ ��i'; 1+Qe11 'r " �.w�i► In an case, notif the Desl n Department of Tualatin DevelopMnt Company ; r 1Iiiv4; f,_" _' A . 11 ' ,L - , , Y ii _ Y g :fL- ianwed sate l for their consideration upon find'+ cord l set and prior to 1) Plans end- 1, I f lcat Ions by: ,r; . '., • : "'`+ F far ; .t�, _I fs ah11' YQtitiC* . dl xterf or r r Y ^9 t rocoed i n with work. i" ) t l ! r►tCfl ll► t;Q, i , Pre pian, pttQrid IA y P 9 t1j 11}"Y air IfMfpar ldiwl t:+or,' , iC 1. Piytli�ilpd! �►bl>*'1001•, i,IAYRl 1 � c r"? . ;. f�, t 11111 ,+1•llb Ilar "%*. S •w rao11t1•eed ,,.. f)awl d Z ilrlsre amen, Landscape Des 1 gear :, vel I } n' �. 'dal iht ltreito'4Mtlrr Ii • r ' " '. •^ t ''� , •,, 1. ,, ,;.� i Terra-Sol larldscaping ltd. I. s' 1 tirill�ll llrM d w Tw1•tin, Ore ` 7) •Dravida VI D,:r. -'G.' ..' ! I r. FIELD SUPERINTENDENT 90^ M ¢i � lt+Irad1i11a�r>seri 4+1 d. vel >Pli d 0 4111 ' •r s >> "�i�''j�t1d11's 1111101' 3111ts pat' plan. rlpo f and dalsk oW rhNil� ,. ,. , -I.. ,, ' r Tualatin Development Company will have at the project elft from start to (503) 638-3017 a ;. All vrtots t be, p1'Wperly flashed nr esulbed to preMw►t was.-her Infiltration. - I ., oP P Y P J ► , a) Prla►v 1 •I 1 f i relb l oltk I as �apu t aced per facia, 4 , • ; :+ - € ,. finish of construction, a responsible superintendent acting as an Authorized • ��_.�� • 1Y, Agent of Tur1at in Developer3rlt Cearl; ,ny , The superintendent shat 1 be on duty ,�'''' t ;5P+Ab1N�1 'lloitpae sllii1 'aM' ll;'tom`.Iyi 1 .440.' tE'Y�ti� 1 . 9• Exposed aces to b A 1 All vans hig siatt r isl to bilin I vat xed ,shoot metal . Ex sed surf • f , during a➢ 1 working hours. Any instructi;,rls or notices given by him shall Soct Ion D - Shop Drawings , Prod s _ . , t- I .. •w s , ur t Data, and Saeaa 1 e O IV IS ION 10: TINISSES '�' ► jIIIf>; fir' 11 !� A {aE dle�Met i NI '! j� have the samie importance as if given by the owner of the project , Tualatin � t ► , 7�t'� IiII,"t atttic or" par code with con inuous ridge vents and gable end vents ' ' 1 Development Company The prcject field superintendenl� shall be responsible 1) Shop arawMgs shall be prepared and subwdttod by subcontractors Serctign A - '�rWfscs a '" for general on-site supervision, scheduling, field work suthorizations, and spe,clflcally, but not necessarily w to, the areas of work i *V__ `; .1, p!r plan'. , 1 C ' a , approval of work prior to payment of the subcontractor, 41 listed: 1) )Prop, all roof t►usses eoerplete and in pletso, locatad and snood per plao. , � � ;� ' k* r ; ,I , Op S1113� CwONT•RACTORS Electrical , „ . 2) Trusses t� by [instructed with pitch parr elects. :, e70Y Trusses � 1 a e♦1m All subcontractors must meet prior approval of Tualatin Developre•rtt CompanyCabinets 3) Trusses t0 beer direCtl Lo t 11fiy1S1fS11 >S6• RbAj11MC 0 • Subco^tractors are expected to be accomplished craftsmen of their trade will" Piulrriing (If required by perlait) y Ap plate of extoriot Nits, Nlsr plea. Toe +: 1 a reputation of being able to complete work within their specified area to nail -'lth 16d alalic at weh end Isnd ti• to toP plate alth meted Aurritane r �PQ� clips, Untion A • , AaifInq 0 f Cr the highest quality of their respective trade. Subcontractors will supply 2) Shap Drawings , Product Data . and Sale! alt ) be subeiitt•d by the y Tries ..._a: elYt _� sup►.1Ietr to sip,....49 d•tailad •hop 4rat+i end caress 1 ,A to Tualatin Devrloprnent upon request references, representive work, securities, swebeontractor with reasonable promptness and ice such sequsnca as b a r istered engineer to the Design w' ` r � ~fac' Y eq g g Departlllatrt of tualatin 9evlalopeaarnt ,' -1�..�O.FIN14 to be 2236 Ib. A, vial,r Corr, as nlanuf•ctur•d bto cause no otlay in the subcontracted ark, work of the owner . P y flied an4 Son or ACompany for approval prior to fabrication. Trusses tofke enpinesred fpf �, "UsI , � to reject any subcontractor upon failure to satisfy requirement necessary to or work of any other subcontractor. ?5 PSF snow lad, 15 PSF deyrd ISA sltcep► at t. rove their ability l i t to perform work specified.i f s ed, Qa t MatfB�- lttatrA•t1 - ; 'a P Y P P to s>a1w wrildlny struttwe, whLeh shall fee designed tt►r dritltino ernsw load � 0 L. L 3). The subcontractor shall submit Shop Drawings . Product Data, and veyRAq irelo b§ PSF adjakent to min structure, to ZS PSF at ?0' Deet. . 1 1 � Olm MATERIAL PROTECTiUN Samples to: DIVIN 11: FI<AIIINC lA11011 1 ` . 8 I-a 2) The shinrylss are to be delivered t0 project site in mans.racturer's original I The subcontractor will be totally responsible for storage and protection of Twlatln Developmrent Company Section A - frtarir►p lairs unbroken pdGlcac�e and shall brae. Underwriters Laboratory, Inc. Class 'A' , labtl . I X ; all materials and equipment related to their particular division of work. 15300 S.M. llbth Avenue •� No credit or compensat ion will be a{ lowed by Tualatin Devc{opraent Company Tigard , Oreyon 97223 1 qR,, A11 Shingles must l}e appl std in strict iecrardince with manufacturers f Erect int•rlor and •at•riOr wells so as they are plwrrib crass t /rte � for reasons of theft or damage due to vandalism or weather to materials or latter 'Arinttd s c ification b • an author%sed installer. 1 devlatiw •� elan, and s�lere wi►hire s tolerance of 1/8" in any dimension. P y '` equipment left unprotected. The subcontractor will be responsible for pro- Attention: Vlad Voytilla _ , ' � • k) Roofin to w lif 'for rotection under n,/facturer s 20 ear warrant for " ! tact ion of materials and work performed by other trades. 2) Framer to allow a 1411" unclbstructed clearance between studs tot• 9 q Y ; P gla ' y y �.. 4) By submitting Shap Drawings , Product Data, and Sweples , the sub- - installation of optional rrwadicine cabinet at each Dathroan wall adjacent this product . p ♦ /9' OWNER SUPPLIED PROVISIONS contractor represents that he has determined end verified a{ t to vanity allrrar. I • materials , field measurements , and field construction criteria - $) Sarbcontr•ctor to 54�pp1y t � TuaIat •n Development Cori-+pdry. manufacturer's t - Tualatin Development company will be responsible for and maintain thF related thereto, or will do so prior to tAe start of work, and that written warranty, upAn completion and prior to payment . ' pro per operational function of the following ; he has checked and coordinated the inforeletion contained within such DIVISION 12 YINDONS _ 'l 1. submittals with the requlramen�s of the Mork anal the ConStructlor .. 0) COIOr t0 be Highland Grown � r ' I ) Temporary tulile; fees sty Doc u,nlents . 9 per manufacturer s standard color selection. 1.) temporary water Suptily for construct ion purposes. , SacC14rw A S1 rg Windows , FixtO Vlndaws, Patio Doors 3) Temporary light and pnwer 1 ) A11 sliding windows , fixed wwndows , and patio doors to DIVISION 1 : SIDING NAT , IAL rd - i 4) Temporary heat , as and if required DIilISION 03r PERMITS ANO FEES fl►p •lunirtunl fralsle as . . _ ___ manufactured Dy Milgard Manufacturing, enc. , o► equal per ►,he following 4 i 5) Job office with telephone and space for storage of els •schedule end sired per plan, 0 r Section rE - Sidirfg construction documents. Section A - fluilding Ptratit -J I will be the subcontractors responsibility to provide any and all necessary Sliding llindo=,rs 1100 Series 1 ) All dxterior sidings to be 1/Z" x W )t-Gv-,Necedar bevel siding. I= og f It P Y P Y f 1 ) It will be the responsibility of Tualatin Development Co-r-,Pany ro Fi>zed Frame " equipment , tools, materials, skilled labor , etc. required to perform and obtain and pay for all required permits and Qo"r.'trYaental fees . unfe[s ien�e•. `w'—+ satisfactorily complete ell work relative to their particular division of otherwise provided in the contract doculrrants. Patio Doors IISO Seri,ts 2) Sidanq to be prr.-st�rined prier to installation. work specified in the construction documents for this project . . T) A11 wlndvws to be double insrrt•tted, \ DIVISION t14-OS: OMIT, ;) All windows to ba "purahrronte" find 3h parr Mi,lgard 0A0Wl`arz,tur lhs, let,C. � I ;' �► is MEASUREMENTS . • spMitications. s i 1. ..! i, j"�aRt10n 9 - Cedar Iris , (iefore ordering any materiel or perforroi any act of work specified in the - y) Prpvlde t Ted ' 1 ..rl , ! t ' arhp!! 4 *1# at r alrad r cow a1 Dt I{ "; e . , `.0" f1*0 lfsgj pr"e oar betas._ lilitsterw W Cedar siding and placed pier construction documents= all subcontractors wiI1 verify end approve ell field DIVISION 06 �ONCIIfTE FOUNDATION �Ir�,...1�.,� ` , • 011,1%: _ .r ! measurements relative t o their division o f work for this project . �) K 1=Ye1O ' LA04 K'G ��a'fi•1h1i�.iZ, ) iGi�i +' ! + SNCL Iain A SiructUral CCM1cr<te . I .,, 1 • ; _ �, 1 , r l4,= � . •, ♦ 4; .� .l4• .� r ami �11v1t11 . _ ? It is the sole responsibility of the subcontractor to notify the. project •' " f ,r•. �r i '�' + r. ♦ . . A . field superintendent of any deviation found between dr•wlnps end actual 1) Provide all conc0 1 i 1".- rete foundation walls, fooC;ngs, ae►?s piers reinforced I'� i " ,:- I ` , `_ 'j" ' ; ''� field conditions prior to execution of work. and sl[•d per plan. All caru:ret• marl t 1 bar cc+r+structed so as to not - r 'I - , i . �`! eut,:eed dfellsnslon•1 tol*rarr_e of •/- 1/11" In anir i "Surelment and poured ` . . ' I .. � , It shall 1>e the assunwpt ion of Tualatin Developetant Company that the level ,end true so as not to elKce�d • tol,trante of M- t/8" with respect 01111 {OIi 13: £XTff:fklQl+{ 0041ift �� N t subcontractor approves field ,^nditlons upon the commencement of work. to the specifl 7 grade. i �11.. >< MIlt31 t 0111 ► e • vl`"J`r� ,� lrbtlevet A • fivitol 'katrants Doors '! "`" 4 * -_-_ Twlatln Oevelopellent Company will not allow any extra charge or comp insa- Z A11 cone. 1' � ' F efe fossa will be elelaA well ,, DreYllatrad ens supported. Concrete "` s , p • tion on account of differences between dlnwensions Indlcated on drawings and shall be suffIcIllntl er�wc.Nawltall vi►raR�d duals p t 1 1 actu•1 field conditions wlthaut authorization prior to start of work. y' y * Osut to assurrt a con• 1) AL1 catAOp 1I♦o�rer gNirNhtii dOArs t'. - . .%* , . s i s t an t honru si a i x t use t hrowe�mut. I theatre-taw a�t Iwetul�el�wratl? !!y„1 ! S110 ln41ef11r hss� A fdXNla►, Ohio •+~ r ' ' ' ,.,Oea'rmtds�to! with waet.Vfalietvrsil1,•� #a •sQJ wrlree 'f1lfO�tQMN Md •ls>> ;;* ., ,,. I v I 1. I hrlllela SIM' xtW' 1/M secClot�al o .had 11e>,yyphteK •air, ftusJt panel14 .!Y � "I" ' )) All concrete vsed Rh• 1 1tW Premised or tranak mixed with a fish. _. ►r. 4 �' I, r �pe>�IDr d as 1Abnofett rad b' Cr d Door Cora II Il/�t► syOrt, @? oquol. !p, q,11:, , q tr nV. Jo' 0r s j.. cAmoressive stren/td �io'11 , at 28 flys. 1� ,. t I 1 � � • . a) /�ltt>ra�lta �ac►trn �� lir° Iirtlfl tprvil>li i. ,+ ;.'r� . 4 . O # tt1 1i�el«a11oi alts w�'lrl•1 bwrdw•.. .;z 14 ' - . .11 �) The suHeontrlltfol`• •1ta11 fie rtsponrlble for r • 1 sail fat.Mewt y leelul tlti, 1 ' ' ' ' ' .'', + t1�� "'' . . 0f all colts rs an hors �°~ eW V 1�IM 11 f11�11r f»'1 ..,; i i , 11 „ 11 #r ted InE ►lair •f doors W r �' "' ., CO1Mr♦r t0 , C , se+Q Other r•1 a t a1 rs.o 1te. Su►' 1 .. 1q1 ' , 4 t $& 44 x'11, to �,Poil h , oc•1 tri! gas CN c al ,,, ► '' contractor wlII proterct •111 controte From ,prlsalatwre �'lrlw0, v ls, -I. • . i + t �` e r' � I i • J . t.etas l rt9 aver Ass tttf to l e f tae t s o/ west iter. r. . • .,r I , . %_ . . , ,t... tii t n •�fl"d per I v i f i on N}'}. I r . ill, e. .� , 1 ti. I I 11 "I � I 11 . . . ,' '. . , I , ... 1) J ,j . ' •, "' 1. a �,' ` ► ill 164. 11 • ,. ♦ , , .L t to , -y. ,. ' • , I. iill *! w .! .,I• •� 4 ., '' A1111115 A, i' .., • fir' , r' T•_ �•' .: ., 2,,,222.1 lri,W+rr. _,�,.f�aii , e'a:..a.a �IIl�`" • , , 2222... ..•=—X l,.l ,..1L • L- i Y.. 1 .JY�. `�1',. lj� �4 , _, ..., - - .. ._ ( •�1�`• _ - '� „.•. . , -.. • .•. "+,,, .,.�1. . • r • ... +�¢,M•• t,r....:aa•A.h,�,.+. ,.. - - 2222 222,2_ - -- s '� I .1111 Ill Ila .ell Ila ili i m III ill Ill ill Ill Ila iii III III 111 Ill lir lir all III all 111 III Ila III Ill til IIllI11 111 111 Ila lei III lei III all Ila 111 III ill all Ila air rIr err + . I i l l l l l l l ( I l l l l l l l l l ,� l u l l NOTE: IF THIS MIGROFILMED l c•7 3 ,22.2,2. ,,,.4__- 5 7 �13 9 _ 113 I I _ 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT iS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING, —" OE 67 9Z LZ 9Z SZ bZ f.Z ZZ I� O1Z 61 91+1 LI 91 SI V EI ZI I I 01 6 9 L 9 !S h E Z I """" 111111N11111111nlliinlllillnnliii,lunlNtil;illliilllillll1111II111li111liiiilillilll,tllUilllilliilllliiiliiiiliiiillilillllllll,Illlllliililll!IIIiIIilII1I1111111iiliiiiliiiiiIliIIIIIIliiiilIIIilllll)illlllilllliUal diiiilJllllmlliIIIlI1IlIla,ililiiiiiiiiii11ii11111iiiiiIiiIIIIIillllil - __ 4 - �- __---"e-,.rNW- - . MAY 21 1990 . • v ;; ;� r�""_ - .,���n.CYT. - If ,, , ...�.. I R,�• - r 46 + I.L .._ „ •a;n°: 'z4 ,�./� ".a J� '.f.`' � '�T� ; ,..1 ;;• '`•� 41. Ld, �1Z -1Vf 14--!Cool •gyp SR+�Dc�..E 'Y —` � '1' • X U", m " (✓�F LIIJ X `�� (3�D � �a ,r,<LI� � ' 1 N�.YZRR . „ r r I !Z �k Yr. IG _Y I is >-f f' vt�l r oG ?� ��I T ►1�5 `FSI t� z� 7,74, 1ar; eex-L r'r��t� res►•�0 --e�x1O DR �l�L_ 14�;LKE, LI11 •T -,1-11'/ i, �1F Fes) . L-ol F E� FLE! �' Z x-' [WTr > L° 1(v .. -- --� [�'I N 11�L� t'! l✓I V I (� h'1 �E ES @ l ! 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II11I� III IIIII l # 1990 ,, • . --". • r a I Of -.J, uJ UO tri w _ 2 7-5/2 x' x-720 ; A = L(9a'n- - 2-7.2 ° 1 4cis &,/2Y 92 +- /7v - 5'bO ��JC� S � = 4•����i�- lG� S = 3eF4 " c) ! - 4110 O/< � 19v STEEL L i•y TEL 140 i Z 3, 4n0 �� `- s' ' ��,,��� '. x-10 = J4v �E3 �j��• S - /-%j`�nf , _ l I - < b. 579�ki - tJ1E 3;� x3 776 OA- 4-- 12 "5pj A- /2 ' 5pj Aov�2 Gtc.es :- �' r �.S -A 'S "/� _ 7. -f; �• H'�< .� 7. oA, Jf �O 10 Ssionai w� � �) I l l l l l l l i l i ! I I I I I I ! I I I ! I l i l l l l l l l i l l l l l f l l l l i l l l l l l i l l l l l l I I I I I I I I I I � I I I l l l l l l l l i l l l i l l l l l i l l l l l l I � ^�� ♦ �'�"'"'--�""`�"�'"`"�'°' -"�""""""`��""�"'"�'" i1i � i � i, � � i ill iii ISI Iil ISI iii ill ISI Ill ISI � �,, � ill I � .rL � . 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Illllliillllllllllllllli I IIIIIIIIIIILIIIIIIIIIII IIIIIII V III L IIIIIIhI 11•I IIII11111 I IIIIIIIIIIIIIII IIIIIIIIIIIIIII . ..THISSARTHAN �L - -- �l� -_-1 _-_ _�U ._ II �I 71 --- -- I- RI ..11 __:'1 1�\,_ _- 1}r, DRAWING IS LESS CLEAR THAN --�--- l THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z Z LZ Z 4�Z I Z Z Z IZ L 6T t GT i T [ ti1i I i't C t 6 DRAWING. IIII 1 � I I 1'I I I II �I! �III�IIfiI�IIII � I II I III IIIIII I���II��� ����IIII� ���IIII � ���II���� ��I� ����III,II�I � ���II��II �►Iilillllllllllllililliiilillllllll�llll�IIIIl1 III�II IIIIII�IIIIII�III �IIIIII►IIIII II►IIIIIIIIIIIIIII ►I►IIIIII ►IIIIIIIIII ►IIS►IIIIIIIII►► IIIIIIIII ►I�►I�.I�{I�III����II�I�II�II �IIII�II II - MAY 24 • - 1990 I Ir 4 it it FL i dIj s5 EC 1 __ r �. ✓[i l.. ZY Id �c�l`1t'�` r `�� /~ �1/ •� / II u N �- t'�'L L x l_.. !'� i►..j�� PJ�GII- y _- c _ (r 4_ c � _ - r♦�al rf I �r• _ i r� I .`-�rlf�,r>�J. �I I 1 , •-�, FI>rt, �v�►� ...L.=t L.-1 4't r i E.. I- LI Ntz. 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I� f i 1 �_ _ •ems L _ I --06 s fir• ,► 10 I � m I � lo- CL SSE► I t - ��I- L.1( - DATE_ �, YI F L"t4 I.LdLL Tb 6E~ e5" -;�6 x Z- '=i ►1rj ,-Illi i+�l�.►- ►-�I�I ''r Irl l kv I ?L-A-r L 'w 1 I I j I C L FT IcL IL col. 7 c hi -- --__ I ���1_� gel�r ✓r_t..lr - �: s�E t'10-r>rs ��V� I _. ..___ \ T-v 4;-E 1 LI 1J 6.1 C r + _ sToFyF'I N �W � _ ,1�I.,E E rJ I A V f l V LST I O N �- 77 !10L _�11.�C[ IDfTL� - - e '�heaE f -- - -- J• o� rOF � F1 Y4, C Jy j &jL� ✓�� 1 1�.�1V `�I a I "-" 1 'Fit C 1...-. I/' Imo. �,. / i - —•-..,r-.r.rr_..._..��..r. ..,.v-_�..»- -�......w..r.=+—..�w++•*.r'.+�rwi..►..wpwiwruw��+.....r_►•••- 1 I I 11 I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III I I I I III I I I I I MICROFILMED LI-1- 111i � -iLII -I--.II _► 12LII .I ! 111 �1-LI11-11--1 —� 41I�► � I-�--I- ► �lI ►--I-I-I -II--�--LII-II IIiI�-I I ILI ! ! ! 1I-1l� l1l1l Jill l NOTE: IF THIS 7 I Ll I 1I 1I-1I I DRAWING IS LESS CLEAR THAN -I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGIN AI ---- ---- - - -_- - -- -- --- - -- -T--- -- - -- 1--- -E Z HZL2 7, SZ ZZ IZ Z 8i l Ll i 1 i f:1 7i Il I 8 8 i. 9 9 1r E Z N to DRAW I NG• T' I ! I I II I I II I' ' I I I �+ I ! I I I'i I ji I illllllll illll►I I�llllll� lillll ll�lllili 111 IIII III1111�11►►III��� ��I�11�111111,11111111111111111111 111, 11111111,E II11111111111111►,IIII ►► ��illillillllllll►1111 ►I111 . MAY 22 � 1 990 Q( �. f, ,,Y .� fa��.'�t;�w':yr�•X; *�.,if' y. w.e!+;l ,, � r.� r+;,, �„�„+ :K. ...,• r R VM�IWX4 ". ' ihS1 � !.p. . ,, _. „. , � ,, ..,.. - , y �.. qi L '1"'r. .�. .. s. ,S ,tJ t }. !:". `• K� ' . � ""� ,� '° � � `:r�r � ' 1 ' A.' DIV IL, apps COMC.Itt4te FLATWSb t r►t ttih�f 11 _ f fvi f:A I ilea_ DOt)RS . ►r thanfte A O ',r4ers• � V6 11 bre e w t t4sed bey tides 0"11" Depar taan t of f -' tualatin Dever , ny a[tlusem - n cd1 ore ! 5ei1b• . Wtlenrella , Patios , u►d awcl►s Section A - interior Doors 49 1. : � r� Y, 1) Provide all concrete flatwork for on-grade slab flooring ,r Chan orders shall be used as the owners means to alter work specified in g , walkways , I ) Provide all interior doors as shown of t patios exterior deck topping , steps , entry stoops , and other exterior and specified herein complete in place , tested, with all or-crating W >� P - type size and swing per drawings c� y GENERAL CONDITIONS the canclstructl�art doculsents due to srrorer, omissions, material shortages, ' p klbstitutior>s, etc. on-grade slabs per plan. w hardware. / The Es+ !umatln anM Purchasing Department of Tualatin Devel nt Com ai2) AlI on-grade slab flooring will be poured level ar�d true with respect Passage Doors 9 Hollow core flush with 4 9 ocos p y to the specified grade per plan. Birch Veneer • EW AND ACE 1'TANCE Of SITE PANS AND SPECIFIC tlONS will be responsible to verify the !hanger order request for cost or cres'fit with the subcontractor. Bi -Fold Closet , Laundry, it with be the understanding of the owner. Tualatin Dave 3) All on-grade slab flooring will be double steel trowled and free from Linen Entry ai Walk- In • D �P1��Campany bumps or hallows . Closet Doors 1 /2 louvered wood The Construction N*a>ttmont of Tualatin Development will be responsible for t neat the Subcontractor has complstty reviewed anal has accepted all con- issuance of the a order to the effected subcontractors. struetlon documents (plans, speciflcatlons, scope of work, etc. ) aHyl the 4) All concrete shall be either premixed or transit mixed with a cum- Pocket Door's Hollow core flush with Y'r * pressive strength of 2500 p. s. i . at 26 days. Birch Veneer proposed project alto at the etre! of bid submittal . �,N tr ' TY Of� i:Cll'il $ S) The subcontractor shall be responsible for proper staging and placement Unit EntryDoors - +rr .,r. 1 3/4 sol ',d core flush with Of all bolts , connectors . anchors , and other related hardware. Sub- Birch Veneer (i hr rated with Subcontractor Will verify pylar to bidding that all specified Items will be contractor will protect all concrete from p premature drying , vandals , 20 minute jambs) install with ' 'w+wile+ote in lilace for installation during orderly and timely progress of work.tfreazing , and harmful effects )f weather . selfclosing DESIGN SPECIFICATIONS g hinges , unless ( ! `' In the event specified items will not be so available, the subcontractor will otherwise noted on plan . Fuu.�( r •:. 6) Concrete shall be mechanically vibrated BuffiLlently durmy pour t testify the Desl�n Departasant of Tualatin Development Co. , Inc. prior to bid h1 �-►�t�aZt�f"R_IvYE� NTT21,1>LKrr-![*7 '� r submission. asst s consistant homogenous mixture throughout Doors DIVISION Oi : OMIT 2) Doors and frames to be prefinished to match finished interior millwork used lll "A throughout project . t1Q 1111 ( costs of delays because of non-availabliity of specified items, when such 7) Extirior steps will be constructed with a minimum 15” tread width and 1,411,11 mum 6}" riser height . �. ddelsys could have been avoided by the subcontractor, will be back charged as DIVISION 02: CONSTRUCTION DOCUMENTS a 1,411,113) Provide all door hardware as specified in Division 38 , Section B, herein . • �• •. necessary without any additional cost to the owner. . 4) Subcontractor to supply complete color and finish samples for selection to t ¢ * Section A - Civil Engineering i Situ Development the Design Department of Tualatin DevelopmentCo. ,n9 n9 P� 8) Ramps will not exceed a maximum slue! rats of 1 : 15. g E p C Inc . far approval prior . T .WT1.TUT IONS 4F SPCC i F_,w I, d�M1TEIt I ALS to production. �)1 1) Plans and Specifications by: 2) Structural Engineering by: 9) All exterior natio and walk.jay surfaces tr be exposed aygrega :e with fiefs f1t*opois+s15 for substitutions of materials, equipments, and methods will be epoxy coat surface finish. `f,fRlallldered only when such proposals ars accuampaniad by full technic) data (ifi�l.'F'� (�Oi442UL,-rAt-i'1;'� (0 pale hailer Engineers DIVISION 15: GUTTER AND VENTILATION and other Information required to eveluate the proposal . 16074 S.W. Lake Forest Blvd. DIVISION 08: OMIT — �- - - Lake Oswego, Oregon 97$34 Section A - Gutters and Downspouts Ri'oposats for set stttu l+alp will be submitted to the Design Department of ��(�'1 � ��a�t� p 11`at�latin Devel °'V ny �� �2�7 3) ,635-94113 DIVISION 09: FRAMING MATERIAL 1 ) Provide all gutters and downspouts shown on the drawings and s ' fcP �t � g peer , d r ,...'. �.. , W ( � ) (� 3� �t '1�+ '" herein , complete in place, tested and operating. 00 not substitmate materials, equipmerit, or methods specified unless such f: Section A - ►raming Material f>cYAstit>,tion has been approved. 2) All gutter and downspout materials to be 26 gauge galvanized sheetmetal . Section b - Architectural Plans 4 SpocifIcat ions 1 ) All lumber is to be well seasoned , air on kiln dried of uniform moisture r LCh BJD&EN CONUUCT104 DOCUMENTS +.. , content , free of dryrot , twists or splits and sir.►d er len . 31 Gutters to be 5" 'K' style facia type mounting d' , ? •' 1) !'lens prepared by: P P Y yp g erectly to end of truss; tail . Sheold any conflictri occur in or between construction documents, the order 2) All 2 x 4 studs to be standard or better grade Coast Douglas Fir. All 4) All materials to be primed and ready for paint . CSF Of pratedante shall be as follo%" � ._ -�- � •�- framing lumber other than studs to be N2 Coast Douglas Fir. All beams Z of [__ 1-1,64_) N61 �••••� )-` ' to be itf Coast Douglas Fir. p � I V'�e�l'e.�f`�. g 5} Downspouts to be connected directly to storm drain system. 1) General Cvnelitlrans r 3) Pressure treat all sills , plates , sleepers , nailing blocks , and ends of studs F` 2) Specifications . �� 1-4 . "TG M A��''I"1 �' I Z L_ P Ft- . � rt 12.5 and posts s i n 6 Downs � .. 3) 'Scope of Werk ©(�r� ,f� pr ���6V�1-1 G3-'�1-' � po permanent contact with concrete. ) pacts to be installed , per pian Q _ 4) Large Scale Drmtiflh" (Details ►•. ) (503) Zai � L�-I1 ) 4) All lumber del ivered to project site to be stored 6" above ground and pro- �= S) Small Scale Drawings I) Downspouts to be always installed plumb without offset . i 4 tested from weather. 6) Project field Superintendent ►1 Sti 'tion C - Landscape and Irrigation 5) Roo and kali sheathing to be }" 4 1 D.F. C-D Section B - Ventilation ' 9 ply grade exterior glue plywood. In any case, notify the Desigfn DepartfWt of Tualatin Develop�Ilklti'Company littmediotely for their consideration upon finding conflict and prior ':o 1) Plans and Specifications b : Y ?,`�,iI 1) Vent all appliances , directly to exterior , per plan providing any required , # rocseii Ing with week aJ g upper level to bF' Plywood subfloor, nailed and glued damper systems per code . � It D r 6) Flooring at r y t, , David Zimmerman Landscape Q with 1 1/2 lightweight v,. ��. • ywaf;a`�^��>r' t'y�.:,.�,ay'� r �, �^t�' � � �i.a �.,�'�.':. •,�•. �' _� P 9� c e t e 'bye r. P sc a est r con r • wl�ib�.•���....?��,. •t. vas i, A , -, ;, ,,, �� ;. ;�' Terra-Sol Landscaping, Ltd. Units to be wanted to roof vertical l h MW gy•p�, �,5,,.�e �y _ • y through Interior well f rays i r and �'WI -f°`r'1. ' 'Yjl",e r}�: wl"'si,1.v�,l !S f !114'�!e'4 'f. hf.�•td�,,. 'f+W�: '7tr't.�.a a�. ,:...�.:�q,,�„ ,..,. a S + & f, .e �, � �• i ;;t.,,y t ' , I •- •t;' ' � �. ¢• . y Tualatin Oregon 7) Provide } D.F'. C-C grade plugged and sanded exterior g FIE installed ti . ., Y M"';',;, t," ;.' '. =' t�' -„ , ,�” 99 to for glue plywood at all installed tl ht Into roof asks or between floc �► rt: 9 1 r r joists per plan. . .„ i p roof and deck overhang exposures. Warttallaalltin Deveet , (543) 538-3017 All vents to be Eompan will hrvea at the project site, from start to r k 3) properly flashed and caulked t , prevent: weather infiltration. a, r; ' t .-• �. w 8) Provide all fireblocking as required per Code, r " Onish of cyan$ ruicon, a responsib)rp.�superintendent eating as an Authorized Agent of Uslatin !level om in The st! erintendent shell be on duty . � M $) All Simpson Hangers shall use' � i-Ko 4) All venting material to be galvanized sheet metal . Exposed surfaces to be C iow- +9Q R Y P Y P 9 Jo e sT t`I C-aF�. r�l.�•e c_S 9 P during all wt+rking hoerro. "fntt�iietions or notices given by hist shall Section D - Shop Drawings, Product Data, and Samples painted to match material directly adjacent . • : 1 F DIVISION 10: TRUSSES have t she >j orTtonce as if given by the owner of Che pro,jioct, Tualatin — • tp )' 01wel Vent attic area OI -�sxn an The �'oJe!Ct Held superintandent shall be responsible 1i Shop Drawings Shall be prepared and suber3t:ted by subcontractors S) per code with continuous ridge vents and gable end vent; b' h '� ��' Section A - Trusses for I F�IdiC'&"`supervision, scheduling, field, work authorizations, end specifically, but not necessarily limited to, the areas of work per plan. Vproval of work prior to payalent of the subcontractor. IIsted: 1) Provide all roof trusses (..)mplete and in place , located and sized per plan . ILK,- Electrical 4 e Electrical 2) Trusses to be constructed with pitch per plans. • Trusses (3 awr`rraoafetiot'le owsr, m�aet prier approval of Tualatin Oeveleps llll Corr.pan � Cabinets C YY 3) Trusses to bear directly to top plate of exterior walls per plan. Toe DIVISION 16: ROOFING CC Subcontractors ore :.;.pectes. to be aecoeapllshed craftt$elen of thelli trslV141�tO.6 Plumbing (if required by permit) nail with 16d nails at each end and tie to to 1 r*putatlon of being obte -too eanlplette work within their specifies, area to p pace with metal hurricane f . .. w clips. t1w hi 1)b+RSt agtlslity of their rerspecttve trade. Subcontractors. will supply 2) a1�p Dr4m►sings , Product Data. Prrd Samples will be submitted by the Section A -- Fiberglass Roofing � o tp Tun a stin. l?evelopnaefnt upon request references, representive work, securities , subcontractor with ressonah:e promptness and In such sequence as k) Truss supplier to submit detailed shop drawings and truss layout approved � � r•• r,. r y a registered engineer to the Design Department of Tualatin Development i) RoofingipgE 'L351b A'�P+Io�LT �� �f' as manufacture,i by Bird and Son or O arae ,404/or bonds as requited. Tualatin Devel Company reserves the right to cause, no delay in till subcontracted mark, work of the owner , r V Company for approval prior to fabrication. Trusses to be engineered for -, 1 `to reject any subcor+tractor upon failure to satUfy t44uireaevent necessz,ry tai or work of any other subcontractor. r 9 equal . � ' ® s 1! �• 25 PSF snow lead 1 PSF dead load except at garage mono trusses attached � 20 YEAiZ � C 3e r. :. �Irotru Chair ability to perform work specified. to main building structure, which shall be designed for drifting snow load so The subcontractor shall submit Shop Drawings . Product Data, and •� 4) e` varying from 65 PSF adjacent to main structure, to 25 PSF at 20' out. . Eos CC �TO 11. FRO+TEC.T ION samples to: d I Y I S I ON 11: FRAMING LABOR , 10 E rs �.».,.ro.,... erw J,t•'IZPOK—.A?`IDf� ` - 2) The shingles are tc, be delivered to project site in manufacturer ' s original � 49 ��Ner sub-contractor will be totally responsible for storage and pTotae:tion of i iPT ,_ F F" I NNI��[� t f- i�71(rx� .)I-i" I?S Section A - Frarr-ing Labor unbroken package and shall bear Underwriters Laboratory, Inc. Class 'A' label . 0 +. lett maitsrEals and equipment related to ti�e;ir particular divislora of work. �'�p0 N , >ph�l�`i-}Ai•-ilk. J�tr. , t7R, iMIr1► credit or' canpelnsrttan w111 be allowed by Tualatin Develop Impan� fee rceaesoos of theft or dam9e due to vande' rsm or weather 6C,Ifttler;'Jl 'al' ��-1 i-'L�`I`L� r 6)R-��''C t ��-72.11 1 ) Erect interior and exterior walls so as they are plumb, straight , free of 3) All Shingles must be appl ied in strict accordance with manufacturer 's deviation to plan , .and square within a tolerance of 1/8" in an dimension . latest printed specificatior by an authorized installer . q lipeeent left unprotected. The subcontract,, will be responsible for pro- Attention: Vlad Voyt i I la Y '-. .. 1 _ •$, . �' �:,>i',olCt}cry's mai materials and work perfar'med by other trades. 2) Framer to +allow a 141" unobstructed clearance between studs for 4) Roofing to quality for protection under manufacturer 's 20 year warranty for 4) By submitting Shop Drawings, Product Data, and Samples, the Sub- 2) of optional medicine cabinet at each bathroom wall adjacent this product . h SUPPLIED PROVISIONS contractor represents that he has determined and verified all to vanity mirror. materials, field •�.asuremeents , and field fonstruction criteria 5) Subcontractor to supply to Tualatin Development Inc . ' ' TWIi'i�kln Develop !Company will be responsible for and maintain the related thereto, or will do so prior to the start of work, and that P Co. , I . manufacturer ' s t Brat Fong fdrtt166 tiT►` the following: written warranty upon completion and prior to payment . �k oP Q� he has checked and coordinated the inforwstion contained within such DIVISION 12: WINDOWS � submittals with the re uirsments of the work and the Construction .� a" �� �''��• �,., . . q � �-� 6 Color to be Hi bland - � g Brow per manufacturer s standard color selection . 1) Temporary toilet facility Doctments. Section A - Sliding Windows Fixed Windows Patio Door 2) Temporary water supply for construction purposes. g s 3) Temporary light and power k) Temporary heat, as send if required DIVISION 03: PERMITS AND FEES 1 ) All sliding windows , Ii -ed w►ndows , and patio doors to be aluminum frame as DIVISION 17: SIDING MATERIAL • � - ' $) Job off iu:R with telephone and epeese for storage of all ""` -""`� manufactured by Milgard Manufacturing , Inc . , or equal , per the following 'e '. construction documents. Section A - Building Permit schedule and sized per plan. Section A - Siding 4 ''r It will be the subcontractors responsibility to provide any and .rat necessary 1) It will be the responsibility of Tualatin Development Corn oan to Sliding Windows 1100 Series 1 ) All exterior siding to be Ylll x 8"k C�t7�edar hevel siding. ; eent tools, materials skilled labor, etc. required to 1 Fixed Frame F , , , q perform and obtain and pay for all required permits end 700 Series s pe t governmental fees, unless satisfactorily complete all work relative to their particular division of otherwise provided In the contract docuwtrts. Patio Doors 450 Series 2) Siding to be pre-stained prior to installation . " work specified in the construction documents for this project. 2) All windows to be double insulated. O ..rye. T llJtJ' - �* ~ ...• •• DIVISION Ola-05: OMI . 3) All windows to be "Dura►)ranze" finish r . ,� put M NTS , per Melga d Manufacturing , Inc . Y ' specificati;,ns. Se_tion B - Cedar Trim ~� a v Before orderIng p any mater i 1 or perform ars, act of works ci f led in the Pe 4) Provide tampered glass as requires' per cede. 1 ) Provide SIS2E grade or better Western Reit Cedar siding .v id placed per Cral►atruttion documrfgttts, a) subconiractra-�; will verify and approve all field DIVISION 06: CONCRETE FOUNDATION plan . s measurements relative to their division of work for this project. � c' Section A - Structural Concrete 'wj� k� �d L-olid-�-z (�F 1 I_r>1. )�(� ural t''�, �+Tlp 1 '�� 2 Trim to be r it is the sole responsibility of the sub .uxrtractor to notl;fy the Project � FzS ) painted per division k3y . � field superintendent of any deviatiun found between draswtltgs and actual 1) Provide all concrete foundation wills , footings , and piers reinforced (2i field conditions prior to execution of work. , nd sized per plan. All concrete Fill be constructed so as to not :exceed dimensional tolerance of !'/- 1/8" in any measurement and poured it shell be the assumption of Tualatin Raw loFtlpi Company that the level and true so as not to exceed a tolerance of e/- 1/8" with res DIVISION 1 : EXTERIOR DOORS tobt4ntroctor approves field conditions upon the coataw*ncesilient of work. pact _____�__ } • to the specified grade. DIVISION 18_ OMIT "'1111•--.._ _ _ ` Tualatin pevelttipampany will not aliuDle any attar♦ charge or campensa- Section A - Metal Entrance Doc-s 2) All concrete formas will be clean wenll , prepared and supported. Concrete tl net efttouAt aPalf/etenees between dlrc,nnsies�ls IACIICa1 oA drawings aMd ', shall be sufficient) mechanical! vibrated urIn DIVISION 19: GARAGE DOORS otttlei field Ce>wldltlons without aWthorizatical+ prior left stbt of work. ` y Y g pour co assure aye con- 1) All common foyer entrance doors to be A208 — -- sista.nt hu�rnogerrous mixture throughout. Thermrna-Tru as manufactured by Lake Shores Industr{es of Toledo, Ohio, in 1 Provide '0" x '0" 1 4 sectional ov� rh d accordanr_e with manufacturers latest written specifications and sized per ) 9 / ea Roughtex 000dgrain flush pane l 3) All concrete used shall be either prermm{xed or transit mixed with a plan. garage dosis as manufactured by Crawford Door Companyyri,_ ,.,�„Lc_, Oregon , or equal . r a campressIvarr strength 6# Q *.s. f . at 28 days. 2) Doors to be installed with torrislon hardware . 2) Entrance doors to be equipped with inswing style sill with threshold and - 4) Thi subcontractor shall! be responsible for proper st"I ng and placement canpletely westherstripped. rf all bolts, connectors, anchors, and other related Imrdware. Sub- 3) E-terior of doors to be painted , interior of doors to receive one coact of f• .'; contractor will protect all concrete from premature *ylnug, vandals, 3) Doors shall be equivped with self closing hinge. wood sealer . freezing sfnd harmful effects of weather. Exter for of doors to be pa I nte•d pe r d i v i 5 i on a 34. DIVISION 20 OMIT 4 40 - y s II111IiIlllllll IIIIIIillllllll � IIIIIIIIIIII � IIIIIII IIIIIII ilillll Illll ► IIIIIII Illi► I Il11111 III�III IIII111 IIT � I�II ! II � � li , lii I ' III � � i I III � I � I I I III I I � I I +.,..r..-.— . - '"' - 1 2 3 4 I I I 7III11 i I I I � II NOTE; IF THIS MICROFILMED < < DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TOF1111111111111,11" THE QUALITY Or THE ORIGINAL 1 � - -DRAWiNG, Z ZL! ►1 � 1 II IIi��ll►II►II,'I I111111111(11111IIIII IIIIIIIII 111IlfIIIIIIIIIII I II►i. ie,1 1111 11111111 I I 1 I►IIIIIIr1r11111111111111111�11111111111111111111111 III ,11111111111111111111111111111!1►111 1V1 AY 2 2 1990 ' � ' I - - ,_ ,. •- ., � . .,.,'.-,,,, ;.^St r+'}`••rt,.•f ','.t•;w„Ia•,�+'t.. „ r "y�'/' :!•"�.'wi►'�ve'�'alt '�('!�Ly�'•"�'i�"��rr•Ap�q�rl�s-.'_l� rY, r'r"� .. DIVISION 2l . WIRIN(, t p � r • y r ti T Sect Iov A Sect Ion d flat t Insulat ion _ r I 1 ,r .' • ' . ,i` 1 1 , Electrical '.lir ,nq 11 Provide all Katt t 0!YI ON 4: mWI AIMd 1tAC t YPs insulat loft with Kraft Iysck in.g as short on drawings COVER�N6 IYISIOM MIRRORS _ 1 ) Provide t l t C l j i( rF l s Y••tern a s shown (xt d r aw i n and specified herein . ��-_.--�— F4Atl1I�1�ARC cc,ntplste in plays, tested , and upKrating , riclufrin1rsPut specified herein , SettiGot A - Intart«fir Painting ItmiteQ to all Sr.rvi S but not necessarily StFct'.lori A - Mirrors 2) All insulins fun to comply til th Stotts Carlo Requi uFr tlt� for ;rppl scat ion ce brr.akt•r I,,,nrls , rooter t+d r. , c,ut lets , switch►; I fights , Gulbs , anJ wi r in rr u,reJ shown on 1lr4wings . I1 Paint to be 11 d� y y Per StAtf• a 1 Ic. al codes . 1) 3/1S flan glass mirror free of 2) 125 AMP meter base 12 AMG c 3) All interior common wall to be insulated with j- - I) Colors to be solei.ted from manufacturer' ' Ilit 1 r 5 Janet and 12. .'IMP �rrvl[t . f standard Stle%tl(tns . n r'`� � MOJnrr' d►J Lc FJG�O"�1'^{.UM,=� "rt,U �1 thit_k nsl►tera) r.octl OattE . 2) Edges to be polished. o ti Furnish and install all bathr(k)nl vent /Ilyht /hedt�unit�l�a e� Jrt` � 4i All exte for wall cavities to be insulated wi .n Fjberylas balls . � ' Y L m !) Kitchen aft0 bathro(t - 2 eats semi -gloss enamal , v Nulane F94?0 or 3) Size ani beat ion per plan . :'P ,J equal 'l�i VIY . 5) Vapor barriers to be placed toward heated side of wall , �) All other' rocas, - 1 coat latex low sheers anastrl . !iJ> I:J Supply smoke detrCturs , 101.dted tee lin • Section D - lie rdwera k JJ� P 6) Use Fiberglas sIII seal under ali c , Settian d - Exterior Painting oastston v+sll end extern,► Kai ►, sole plates , 5) WFrr and Lunrt•ct appl ,ances , per plan , at foundation wall . 1) Door har"re to be kwikset Grecian - 1) El,terlor sidlop to be stained w4t!1 MILLED 61 Pruvidr 1111 v , circum flat clothes dr Tris+ to be stained with 101101 -traosparant stain ^el`, Ver and 210 v, 7) Ccynmua fluor/c•{ ling assc+oblles between urtfts to be insulated with MI�-Lf2• heav bud t} Unit entry (fours to be keyed w/two keys Iter unit . -- hrdt t►r, ',E , I•,�atr+t t,i ' ,lana 30 amp. circuit far mineral wool hafts between stout j;� Y Y stale 1�1 ; not allow open voids for Sound t►ansml ttancr, reset inuth,t fvlirsryer co as t0 ^cT %) LIyhl flr( I�r ,•` ,fig 1rStC(: In VIVISIOn 36 herein . � - 2) tiding to be Predlpped stained prior to Installation. 8) Provide R-30 Fiberglas bat insulation In all vaulted cai ! l"ris • e) ►. 11 light swit,►„P.S tc' be mounted 36'' above finish flour except as par plan 3) Garage dw, l to be PIS Inted matchingbody �) Provide rand Y colrsr , g nulster key •ccesssbl• to all conttmort foyers and all units. A over vent t les and ►r schen counter. Sect ion l Bll;�t•,rt- In Cti I my insulat tun Deliver to project superintendent , tial.. 91 All '."t ler , , t•. r V I a: cuurle: S atIj canities to be mounted 12 ' at;,,ve f in; r,h f l�.ur • �) Entry ft;ors to be palated the trim color, 10) Instill 1 ) Provide all blown- in ceiling insulatiots located per plan . S) Hardware at each bath to be � ur+r sindlr h>; 1 : rear of each garage, ,,JIRD .� KC4PF,G"T �'E SectiOn C - Wall Covering 111r r-r W ,,,, irr1yl,0•1r ( r,>,Lh rf,,t .t,�r , 2) insulation to be either Fiberglas or Cellul+ase •nd shall nave a reiniFatrlt 1 - 30" chruale t +el bar - surface rnuunt value of R-3U and a tnir,iasuwt ctpth 'of q", 1) /ash wall courting to be selecitd by purchaser and installed ►y tub-+coatractor , 1 - Chrome roll toilet tissue holder ret s• �y-� Src t ;un A Tc• Ir't,h int• �, Prepare oil bethroc ! malls for* wall covering, a sof mount K) 3) All insulat ion to Comply with Stete Code Re(?ui ►'eluent f,,tr I'i 1 - Pressure fit slsowor rod (at all tub/shuaer enclusures) II I'" "I" �' It• � ' ,:►"'' ' F,r �,• , r•y , .-. shcr.,n on plans . i aPD CatiUn 2) Stairway fosse to be wall covered , In rt+ � t ct►nplrte ar(1 or-table ir,catetl per G,ian , grnrsecloth. Selection to ba 1 - Obscure glass shower door tit all shower stalls) l�"1' T.O.C. :i"54Ce N .1t0Na Ivlli;J• -r, ,l Src t fern ( T, ;- , rv., r 4) Provide baffles at eaves to prevent di spur sal if insuiste . r 1 ' CuslCmwr opt Ion bath hardware ''e •,� „•e 1 •LIr� Is ,; ,l ,, .• Section 01 ' w ' ► ,,ce urt ' t •c. ,mhlr-te ,ted ttpt•rable , located per Ian . D - Moisture• pr (, DIVISION FINISHED NARO SUii,iACES YvbJSt°o+'+er enClosttte bts(r,rer d,��rs w/(_nrome frame p t e, t I Un 21 s''+►tri •:. Section A - Nigh Preissure leainats Plastic Countertops cr'ttrel tr. lrv • s ,r,n ,,rte's . ► Ur•r hl,ildlnl,l I.,cated in the attic .area, 1) Provide �� MiL �-•I-a+,c-� v15 Medic Cabinet �' ' 1 '' t' iri,• . is , „ �! • vapor barrier under all interior cont -ate t '� i rwite t(, ur w red ,!I • t•tLlc tp thlS antenna . Slabs On ��radr, • I ) Provide high pressure lsm'note plastic countertops at all kitchen counters and t f 6) Provide Self closing spring }tinges at each unit entry , y, f 3) t'' ctivl , l►rn stall br �sde t.>r fu( ur ,• T . � , table to r.,c ►t unit . p v�)p(�r b.trl ;er vanity toes , per Qlan. Milson Art and tYev \ 1) I.a armor are acceptable manufacturers t� edges a minimum r,l ►; ' . (Formica brand lalminat.e will not be accepted) , �•e�t 'U►� t, fkw,r (h ,me SPZtiOn DIVISION9`CARPET ' E - Later Proof ing �_ 2) Colors to be selectee,! from atanufac turer ' s standard select ions , Section A 1� i'ruv ►dt• 1 drx,r c.ht•I - Steira►ay Foyer Carpet tC and oust' Lut (r,n per tan i f 1) Prue fide thrpugh C(tat ut S�rl d ► ye retulsif ,rI astln•Itic cOmx,und to the exterior 3) NO full deck seam; will be allowed , 71 l• c,3tt• nlmx t),„L ,#rid transfotmrr per plan . side 17f all founrletiprt walls a,i�acent to *arch backfill , or �) Provide 2 ) Allow tc, Cry c.xnt,lr[el 4) All countertops to inwtA4 �edging. 3) Ct, ine to Nutunr- b Y prior to backfill , 2) Carpet to be installed over 40 or . Nair Jute combination pod. 18- 14 , Or equal , Sect fc♦n 8 - Tile Backsplashes a 4) push button to be Nutune PB-BL , liy►ited w; t ', rr,trnedidte , r+r equal . Section B - Unit Carpet U DIVISION 2 ): Hi.ATING ANS Alk Lf,hpITIt1NiNG �. 7 -------- ___ _ _-, _ 1) Provide 2 rovbs of glazed 3” square ceranic t Ile at all hacksplasnes in kitchen equal time Series car 5) Locate pushbuttons at entrance doorSec! and bath, 1 ) Provide. pet manufactured by Evans/Blank,(or- 2) E , , per plan ion A Electric. r t�•••P+�-> Tile to be haple Pattern Series manufactured by 14011y Gilbert Company , or etiba1 , 2) Color to be selected from rs►tlnufacturrr 's standard I ) Provide electric %elections . 9 Maters in each bedroom complete ; in place , 3) Cniors to fire -selected from rr►anufacturer 's standard selection. tested , and opt;^able . 3) Carpet to be installed over ' 5/>9' rebc�nd pad , United Foam or equal . Section E - Security System 21 Electric4) Tile to extend up well to microwave oven at range , ' he+tors _ ... . MIN! [c he v 1 ) remote the rntc,st:.Cic Curtlrol rmvunietf on wall with Settlon C - Vinyl FloorIng and hese DIVISION 40: I_AN.OSCAPINGIR FENCING, DECK RAILING 3) Units to be sired by supplitr and locatic:n veriiirrd with Design Department , Section A - landscaping - Tualatin Development1) All vinyl flooring to be Armstrong Sundial or equal . Pattern and color to be CompanY9 at the t ilr* of bid subatisg ,on . selected from manufacturer 's standard selection. RtfJr to plans and socclflcations prepared by others. Sec t i on H - !' at Fume 2) dace to be 4" rub►aer tsps of cOmPlementry color with vinyl , Sectio heat - Fencing • T) Provide through the wall 2oneline treat pump as mAnofactUred by General toy Electric Company , t%-del NA3873aOJ,.a� with Gr111E #RAG45CTIO (Dark Maple) a� � tllrr�• l� ^ �+ 7 1 ) Provide fencing for privacy screen , trash can enclosures , etc. , per pia, ' ..,. • 4 JJ A`"L, �`'� i'-�'�F'=�I A � r'�•^ot'�•1 I tJ • � ee DIVISION 27 . PLUMBING belts to be located . � -----•- - J �- - __.--_ - - pr�r plan in rough framing 2) fences to be constructed st octad of siding. Applied to framewrirk of 2x4 rails wa 9 e,ptn provided, 4x4 presswe treated D.F . t,etl 1 ) Gruvidr all plug-�k, iny Syg(p,n5 as shown on pla••ts and specified herein , c-cxnplrte � posts. �._ - �t N in platy , trstr•(1 and c,l,era( inq , per gate and local codes . DIVISION 2B: GYPSUM pRY4lAll a - - `~- 3) Posts to be placed minimum ;0" below grade and supported by concrete. 2 k 2) Sul,t,ly fixtures per schedule : 1 ) Ali oSum wall 46 9Y. board [o be ttf t Section C - Deck Rai 1 ing a co • ^ herein. YPr and thickness per Plans and specified � 1) Provide deck rail (r1y per plan. a i Water HeatL , State �.✓ ,x_ ViZ'or equal . 2) Ali cel l ings to be machine brc.ade finish except at bathe u,onts and k , t C hen . 1s '- �� •rl •- . 1 ; -i; I A Ki t'.hen Sieh CUTOUT ell 21 "x24" stainless steel sink 3) ,111 walls to beL spray textured except at bathroorws and stair tDIVISION t ` '' , =-I,i-:c% way oyer 01 V S 1 N jb: l 1 CNT 'F 1 XTURES �•r - �. .� _ ri (' , s. U Gage E I ka y XC K 2522-3 . - Water Closet c) Prepare bathroom, and stAi i-way foyer ( ger wails for mallcover • Sect .oft A WE � , t I .tet ° - Purchaser Optiws Fixtures � I iG ��i aG� V 1-1/4-11 I .� , K X520 !' o�l-ER /_,_ ►-tor., -� ��, �l.��A F� �,1 L.EC- �, �.�� ? C� >s S A 1 1 windows t o be wrapped w f L►F 1�l O�J i��!1 )i' f , fs ' t �.Jf ,�.�UN:7, 1) Ptrrchaur to select fixture• for e91iJIfJv i7 � AND �i 1?' ' ,.ilrf� Ft�ta� Section D - hal 1 dtax Stand Y -t i2 • ee 1 Lavatory CtlTOUT N4 6 y I lyhting Supplier 's slsopF► K 2 I k���l( F ti-? c c H p,�1 i-7 ) Ce i I i'�9s a t a 1.1 {ewe r un i[s to have 5/8 -+._.. i. OVAL SHAPE resilient Foetal chanellt (ORC- I ) attached topfloorajoists . iAttarees with 2) Su49asiel a�lowawte f ~ { framed sa(fits , attach 9Ypsue• tree{ I s Of d 1 e i M room f l x t u re i s $100,00 and $40.00 for entry.i- • i) Stapp f y as 11 bo:c s t a nd a o f type end location a t i on per plan. a n. Seat board direttlr to faring, Y �-� MAIL $ox STAfJD i2�t=M+,� ����, ,�i a s t i C , co I o r 'r'h I I��sff�Ll� � r• to match water closet . �,} K!L '�l daF�f�hllc Al-T- PU�,�SEiz GI R_�c_Y Iot.J, �.�FpLi E D 1/ >J,5 'osTH t SF {2�/I t•�- "i Tub/Shuwrr D1VI5IWd 79:..MAcnllRy G1gEPLAC ES , dl A`s a i 1�/�. Qat Cjj- E.LE(�l�le Al� St,,r'F�I�F.tD (U�r�A1`4(7 t �� �Nf�5; --�.-'^�-- � !•�-s �I �.D �I D-6 by Dura Glass , ,Z LA�CF �y l?'�r,'F �p ('`� l� I11'AT"�D F Rl1Ijt101G 3): MPIiANCES color to match American T� All Fireplaces to be Masonry -stied per Alan. J T(f'� , LOr�{ �} -DUI O� EG��L; - - Standard - Elcxt e. �� P/1.�1 f's IG (; :jp R� i rift:tier► 4' - 1u d Wer► S utpp i i Ad App 1 i arses ,� 2f drlsrk rulers to i -- -- -- � , 4 Shower S-4 or S-5 by Ours Glass. be specifit4 by T,D.C.• Desl9r) DetpartgM", ij All Hitchen a lien e �. --J ---� -�= � 0 c s to be 19$4 Model year General Electric or equal per Color to match American -- - - �— Standard - Bone. DIVISION 30; a !1ttjV4KLA ear r� wheduIa. I �~ 'N,te: To deter;-fine euantitN r► , d1a�NMishtr � h Q 11 ppree r— u N 3) All CUn[fUl d(!ViCeS it follows; fl � �N�'�; / r r 1loht fixtures Weeden, see ,.-nlcrl I „ _ - �1���a1 Fp ��✓ units occur in building. See G► y k tc Sight Plar. I , Mr JSP-2) 1'IVISION jl : FIMi';M W4TEAtAI � + Nit Wave, Own !`' n Utility Supply JVM 15o 1®-200 Gu - i Y i Gray. Kitchec�wer i636 WS Delta Or 1642 Seetlonl A Millwork .�i� � ' I ed b4 t 4htin, ,,.:Plied by Elcct,,c �` l� f`1 K Pits! � Kitchen /t IOCet Delta. r _ . „ _ _ '' e I _. _1 NtG�- 1 � > D"3 - w101$ ' 1, � r(E• Lavatory Nuton 3,nr wall 'I,�r, 2) Colors to be selected from Standard manufacturer 's colors. 1522 WF Delta. 1,� pate and ter, Cas 111 1 I xtu-e ti-• he •r'e 9 to be 2 tui vial I I , ewer o preflnlsh7;_LXJ_r-n • ' -- 3) Wfther/pryer wWts to be frigidare _ u• 3 It 3 Lh"a ,T-t� e r F1164 I All to be chrckme f ins tch , except laundry supply. l•� ''ATF 'JOEL G.1-��SF'T~` �1--�'INC� o' -_ Recess 1 1"f FI N 15� QuM �, E.1? EC�I'�E.S �•ZFD �I'� R N� � P�i�rl��•.� �p �d ,�•: 3 i 3 • : L�onc 1 t , , _._ __._- �c' ��� �+� . NSP t�lct.Uv�v. DIVISION - 13 - ��� . ,eJ `�t�`i lC,'� � �1`.I f)Intr{ I ,I r;r[urt to a SrTCIe 'r1�+ � r ✓�\�iK�l�� �/t"II�'� �L.��IZ7r (_I(_� •r' .._, - L` i-ti-1NE 'fid 9AC-H l.)f.I1'(' I{�. -�ANi�I /` I .. Firep1.,,, I t e ver • � �� � _ R ;7, + DIVISION 14: OMIT P��/IE; Ih�j'r-F-'-Ir' lJl_�C� e - ---- I �— ,s to ler ece�S i C�=� 1. " 6`G tiAl�>li-iF�'Trf��. , dL.- I-E.1� YLA1�• 47r,(Lr 1��1-I"r If�1� + I t I 1 'r' c 022-62-14E ebaII , t DIVISION 2S: OMtTp,12k ,�1 Lur•+in .r t r• 1 OUS Ce i t i nee (s!r P I an I , t , „• .i' t M , ` 4 U ,L. , ' , . a '• ''� �1 r + 1 �1J a r • 'T,•-_- ,- i I I I Cdr frame �- M a 'h ♦ vt 4,• t Gy' -+ . * 1) U r•� LLI-�..0 P TF412-0 1 •,.�, r 7 eagle + c v, Ing W,r „t UA�.� .. .t •'�.�Yr f•' , •/ • 7•`' I� DIVISION 2D' a IV�'fi-I Dl�-r� � _'t-'_.'T'-_+rr—.. I I tIghs E �� Cl.. D►tLY .. •1 •1 ., • ,•' 1 ♦ M s -� / ! ' "M .. T"ERMAL AND STURE "CT �N• I r :' - �a_I 95 ® PAR " t ,u , ► c t, t st.. � r ; a �.- MDI f��T �,'� O 1 YI_If til 1., -t 1 ! 1 I 1 (tune 024-F 24' <'(L ''��j.•�4 �� Section A - Pigid Insuletlnrs :- i -.� :u, , I i Eaq a f22 2 Dnutsaltt e . a A•14f+'/ ►M'N 1•?• '` i ��,. ,rf �' t , ? 1 :• ,� !~ 1) Pr'OV idle 1 f ✓ 1 V I`71e!�t� 'h�j ��'�>IiJ �'� —t --T, -fAtj!- :15 0 -02 lei ing — 1 .,t `- � , !f + Oil r.gll� Insulation, pG+ 11t ,t rl L,ght t .. , A 1', ,Y r• .l \ • v► 1, t IN "yi_ 7i- p an t �pWy ion wT1O• i I 1 valance Light Per Pldn 2) All insulat 1 . , , . 1 7r�/ IOIJ - �AI�>It�� `P `7-1-71 ,t �''�•.v , ( e ��y f�1�/ , t,' shown on OA t0 &0111011/ with S[ata R i�lrtlt,� !' ' t.P, ' f� 1 — lu I i if Aubrey r 0 uu e` c•R atm- a iw'�'1 �i ti c r t rl S . 04CW►w ) •t Y i•• '� �/v plena. ��f Li ht w/fan ,, 'I ♦yy��', • , t "q ,q /� It �) cam.(,I f�E=� TU ('1Ur �/I sk /• F , / - I i I I I d ,�• ,yt� I ( i '' ., fir•+ • "� rit!� -u-n4 t . volae s ct 1 fight For PI n A S'r ti i r 3) Insulation to hove a rAlikiFt um thick •�, j tt i�E uFa� UUrifz� �F,1G' P'�E;l.1MI tJE INT Iv�S DF�k_I�IITI� ?'A+PEc� F.DLmE — *:,t r►$ 'yD �u;,4 ! �`1 .i ',�; ' ,( _�/, r �• 1+. ,Ir ,_:..��...;' I,r i-'1 `�+ nes, of �t� �A�r r LAr_{� t•Je p F'fl_[�fJUG - f- tAN JFAe YU2l�G i'?( .t 41:• �r 'x" 1 ,., % I,, i ; ;,i , �''e; -r •'r ^ r e_ '1 , /> i �AP71 NETS r"O 1-�,d•VF-i �--��i�l .>�... 'ti- c,u, e e.,,,. '� . ^1 •1�� M �� ' :',,r�t11. •t '4. t . f' If: ► 'r' all r :f. 7, )�� tlzF �Ul l.S r. ,,�:--,7,-- Light w/fan ` ii- �,` .. w,�ji� •.T e ► T rf �., r ria '` Tlr�/y. M ';��'xf• (�. ' • �c�/ l',`-'� `� / { , I 1 aq a ra ,_ r•, . "1'• � r I• M'� ,►`. t ,A .� LY t, 7 "- V M''e,,� A'� 4, �•� j'' 1 r,t. r' .'� _. r T� SpCf '!P ►,►•'' •, � .� J -five ► �' u:nne d p tl"Tt ( a ��M t r ,tv ""n p''r ', 4 1 " *1. Y '�1 • 1t �1 . n ' � I u, I �' � 1y� TZ:) / _ L' I I u •i Pit l f 1 1 I I I I I noun l �-- ° C• � " t°� a'i l�♦�St1�f til 1/ r 1 '» !v { ► `' err ,M �'E- L.I t Lightoller ►1104 • t}Y , , ' ' •rte-71, 'vt►r t M r t r '�.a r " `•1fr.,M s t. ,' 11 u ` A va %'•• F r F,Itr mess t ' r4lr� i-1 t r, 1� �.w j i. yy,, . t v / ti. 1,111 }� tl duel 5 L p t . T 1 lL , •,� r. V 1t " '}' k ` �,1, �1 i ►••'1, 1`• •t ( '�., ,, ?� f' a' �i I',�t, %w,,1�'�' `'"•e, �'r !1' } S+r rmml• E•:r I r I Ightol ler r1104� i�. g 1't ••+' „�, e,+,ShFr�•r�F, t:�rti' 'l �j Lj RrJ�1 r ecess ,• ,� r kN,r' ? •, f ,rt •stirs r:hlml• ;� f I11R •. ��� i'A , td LA-14 Nutone (Rece,ser� - I}, •yam- � „y ,, � �;ft� Jyt r { t roll I I'"II. � Gp fall ne ! '•/ to r i '� Jr till#Mi�M.%It F2 400 - - i 1 ! o• 1 y, LWWj.14 y �/�►r, , (S., rlarl ternberq > 93 w/ 350- .0 ISI i"p[§ .. P1 50w P.P.S. PrVn ^hIv ' t .,.,...e..•«d'erWYtrlY�i '—T .. III e NOTEIF THIS MICROFILMED DRAWING 1 l I l I III 1 III �II II11I1 I_I I I_I_I I III 1_I4II�III I_III_I II�I 1 I5II III I III I_III I ICI1I III I _ L _I_I_I I I I 1I I I1 I III I III I V I 1I I�I �•-•-_- -�••'----•------=-'-___,,..... THIS NOTICE, IT IS DUE TO DRAW IQUALITY OF THE ORIGINAL £ '11 fIZ T11 �11111711111 1;T £ ZIIIIIIIII II II IIII IIII IIIIIIIII VIII IIII I I II (IIII I IIIIIIII, 111111 IIIIIIIII IIIIIIII IIIIIIIII IIII I I IIIIIIIII IIIIII II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII I IIIIII IIIIIIIII IIIIIIIII Ilillll t. - 1990MAY 22 , , '� 1�.;; g ►:-Yw, rM4r 4R "."Now��wt-..,. t' 1S � �r F�•� t i. , ,a Rsr ��.,' 7'qt d..t. ».'�.rjk.� ,! '"�' :1;� �...f •"Jt•.. ik`i .'it�'"r .r ,i' I r.� ., r r ,•�; • Y �'i 1t p, •'y,$` ���,,� SS'.:{ ,� • . '`' ,s <w 1'.'k' ,, �'.}.,�;.,.•"• �'� S' '- •+ ` �"rt, ' .. � T':�'S �' r, �,'' r i r r ',' t F ^u •a a r , �. . 4 ry� 1j. ij • P ti ' ? SiRU(TURAL NOTES ' : NAILING AND CONNECTION SCHEDULE NJ j • lylirrir►l.'M NUMBER OF NAILS FOR WOOD MEMBERS , E.'CEAS NOTED ON DRAWINGS -- - ---- LIVE LOADS --------- -- -- - __PT_- - _ - --_ {> . -�_-Vow,-, .q'...a1�.,,r,.. �... -25 LBS. PER SQ. ' a 'r + �+ �•' `�"'°`' * '�`� "x M�'t+' SNOW L'UILD 11P LOADING, AS PER SIAO COMMON _ » !' �.` `'• ' • ,� x. ^i1;' � u�t SNOW LOAD ANALYSIS) CONNECT > FLOOR---------------------------------40 LBS. PER 50. FT. � - WIND---------------------•-------------U.B.C. BASIC 25 LBS. PER SQ. FT. '- lbd ' STUDS TO PLATES END NAIL �- SEISMIC- ------------------------------U.B.C. ZONE II 1979 EDITION OR - TOE NAIL 4-10d r TOP PLATES & BOTTOM PLATES FOUNDATIONS - SPIKE TOGETHER 10d @ 8" O.C. LUNO TION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 2000 LBS. PER - LAP & INTERSECTIONS 4-10d EACH SIDE JOINT ;t. . SQ. FT. FLOOR JOISTS (ROOF JOISTS) (CEILING JOISTS) FOUNDATION ELEVATION SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE BASIC BID ELEVATIONS. - TO PLATES OR BEAMS - TOE NAIL 3-10d BLOCKING TO PLATE - TOE NAIL 2- lOd 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED 0RIr,INAL SAIL. .----------- r k � 4, ALL FOOTINGS SHALL UE A MINIMUM OF 1' -6" BELOW FINAL GRADES OR 1' -0" BELOW EXISTING BLOCKING TO JOISTS - EACH END 2-10d • , - GRADE WHICHEVER IS LOWER. BRIDGING TO JOISTS 2-10d 5. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO CORNER STUDS lOd @ 12" O.C. NEAT LINES. 2X L,AMINATED BEAMS LOd @ 12 T & B STAGGERED . 1 z { 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2' -0" HORIZONTALr.".- l- A � ' C _ Ir + TO 1 ' -0" VERTICAL. STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL PLYWOOD SHEATHING 1/2" INDEX 32./16 (OR)�"i_r�1 � •,, ik Y' WHEN APPROVED BY THE ENGINEER. 1 . ROOF SHEATHING 5/8" INDEX 32/16 I i AT EDGES OF EACH SHEET & BLOrrKING A WALLS 8d 0 4" O.C. CONCRETE - CAST IN PLACEAT INTERIOR OF SHEET tad @ 101, O.C. co CR SHALE DEVELOP A MINItMUM 28 DAY LABORATORY CURED COMPRESSIVE-CYLINDER AT BOUNDARIES OF ROOF 3d I! 4" O.C. ~' I " FOR FOUNDATIONS AND INTERIOR SLABS ON GRADE 4, STRENGTH OF 2500 P.S. r P R CONCRETE EXPOSED TO ELEMENTS 7 FLOOR SHEATHING 5/8" INDEX 32/16 3000 .S. I . FOR OTHE C 4 • '. _ _ A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS OF AT EDGES OF EACH SHEET, BLOCKING & WALLS Be 4" O.C . ` ) •, 14° EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 @ 28 AT INTERIOR OF SHEETS Sd C� 8" O.C. '� DAYS. AT BOUNDARIES OF FLOOR Bd 4" O.C. \` 3. CONCRETE CYLINDER AND TESTING SHALL CONFORIM WITH ASTM SPECIFICATIONS. APPLY 1/4" 0 CONTINUOUS BEAD OF 3M4314 CONSTRUCTION ADHESIVE TO TOPS OF ALI. JOISTS , ;I+ tit' •.yr.",,r, � - 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS. PRACTICE, 1976 EDITION, A11D SPECIFICATIONS. �) 3. WAL 1. SHEATHING 1/2" INDEX 24/0 r. AT END UNIT GABLE .:: ra a1, ;�a• � p,� BLOCK ALL EDGES WITH 2 x 4 FLATS END WALLS ONLY 1 AT EDGES OF EACH SHEET TO STUDS, 1 }r rr '• +�r< '«,; - - 8d @ 4" O. C. - _ 110d Q 3" O.C. BLOCKING & PLATES -- --- -- _", � z :, „�•��^. .. +,: ru. AT I"ITERICR OF EACH SHCET-_ _ 8d 13 :0" U. C. -_- _---_..10d � $" O.G, LITHT METAL PLATE CONNECTED WOOD TRUSSES AT BOUNDARIES OF HALL _ _____ 8d 0 4" O. C. lOd @ 3" O,C. f4 ! atTUSS�St7�tL C�M�LYcWIH U.B.C. ANDARD N0. 25-17-19 AND ALL PROVISIONS OF THE " DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS all GA. X 1 3/4" X 7/16" 14LAD 6" O. C. PLATE INSTITUTE TPI-P8 EXCEPT AS OTHERWISE NOTED. 1/2" GYPSUM SHEATHING COARD � 1• is AND CONNECTIONS SHALL BE MANUFACTURED BLOCK ALL EDGES WITH 2 x 4 FLATS DIAt�1�JJJ PT. GALU . NAILS 1 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING lD CO { (� ALL STUDS, TOP & BOT1014 PATES & BLOCKING 6 O.C. , ,,.�; , •,, BY AN APPROVED MANUFACTURER. 3. MEMBERS SHALL NOT EXCEED A 1-IVE LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE 1/Z" GYPSUM WALLBOARD 5d COOLER NAILS APPROPRIATE MATERIAL. UNDER A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER. ,.� .�,� � , �yw 4�•� � � BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. i, 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED (a ALL STUDS, TCP & BOTTOM PLATES & BiOC[;ING 6" O.C. PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. , 6d COOLER NAILS 5/8" GYPS JM WALLBOARD ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER BLOCK ALL EDGES WITH ?_ x 4 FLATS 6" O.C. 1;, r •'..-.� ,. , i4 AT ANY MEMBER OF 2000 1B5. AND MINIMUM SIZE OF PLATES OF 3 x 5 �. 0 ALL STUDS , TOP & BOTTOM PLATES & BLOCKING, 6" O.C. � 6. CON'AECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - lOd TOE NAILS UNLESS OTHERWISE SHOWN. R SHOWN. n �' ? c ,' 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE OTHER WOOD C'.NNECTION.� �� • r'tINIMUM SIZE AND MAXIMUM SPACING • PLATES TO t;ONCRETE FOUNDATION WALLS 5/8" 0 x 10" A. BOLT @ 4' -O" O.C. t " ,• " GYPSUM WALLBOARD AND ;IIEATHING BOARD PARABOLT CONCRETE ANCHORS �F,t... �s;YPSUM WALL-bAl l) SIiTa ORM TO ASTM C36-75. 5/8" 0 x 8 1/2" @ 4' -0" O.C. , 'Q a GYPSUM SHEATiiING BOARD SHALL CONFORM TO ASTM C79-75" b LAG BOLT INSTALLATION: PRE-DRILL HOLES FOR LA u THREADS 1/2" d BOLT = 3/8" 0 HOLES 3. GYPSUM WALL 60 SHEA7HItdG BOARD SNAIL BE APPLIED WITHSTAGGERE[� END JOINTS AND • NASI-ED AS PER SUfCIFIf.ATION` ANDAND STRUCTURAL NAILING SCHEDULE . 5/8 0 BOLT = 1/2" 0 HOLES3/4" 0 BOLT = 9/16" 0 HOLES 'F`: rRAMING LUMBER SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO I14STALLING WITH WRENCH ONLY. kkk� ,,. °' 1 , " A!.l F`I AP-1NG I.OMBER SHALL BE WESTERN WOODS GRADED TO STANDARD WESTERN LUMBER GRADPII; CONNECT ALL BEAMS AND JOISTS WITH S IMPSON HANGERS TO DEVELOP STRENGTH OF MEMBERS. � } ' eC ::` v�`, . Vii. r PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. { . eV ROLE. 80. + b 'T' A. EXTERIOR WALL STUDS 1 CL NO. 3 ) Fb = 800 OR STUD GRAD' Fc = L rr 38S L ;t,i t f y r Q + � ?�r�;-1,4rP „s'Rri��yt�.s"•1 �.A GENERAL I �• �� E. INTERIOR WALL. STUDS �+ STAtIDAR[) OR BETTER ) Fb - 600 i . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. " w� Fc 385 2• SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL , TRUSSES , AND SIiALL BE REVIEWED � OR STUD GRADE ) 1 _ PRIOP 10 FABF�ICATION. L 1 ,500,(1O0 CL C. JUISTS FIRST FLUOK t)HNLL BE PERMANENTLY ATTACHED TO WALLS PRIOR TO BACKFILLING AGAINST ® �, , Fb = 1250 STRUCTURE. ?' .��• � ;,,� ..fir � F 1 ,5(Ji),000 "- c ® 1� 4. THIS "TRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTH�UAKF FORCES UNTI. THE i '�: ROOF AND WALL_ UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. " r. �h� # Kc �n} 'tk a D. BEAMS ) Fb = 13L',) 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND N0. 1 ) Fc1 385 SLABS. CONTRACTOR SHALL OCT AIN STRUCTURAL ENGINEER' S REVIEW ON DETAILS OF ALL x ." ) F 1 ,600,000 CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION. T 6, GYPSUM 41ALLBOARU IS 11SED ON THIS PROJECT FOR BRAC,NG OF THE STRUCTURE. COrITRACTOP E POSTS TO PROVIDE ADEQUATE BRACING UNT I L. ALL GPPSUM WALLBOARD HAS BEEN APPLIED AND FULLY , Fh 950 NAILED. <.'. �; * 1 ,200,000 -------- ► ,4 Ar F- BLOCKING, PLATES A BRIDGING ) Fb 600 STANDARD OR BETTER O F C i°7 R STUD GRADE ) L 1,500,0(10 CONCRETE REINFORCING STEEL ALL "ILMBER'- 3X OR L-FSS (LEAST UI'rE�VSION) SHALL BE MAXIMUM 1'I: •1OISTUPE CONTF IT . _ ALL REINFORCING STEEL FOR C014CRI_TE SHALL CONFORM r( U.B. C . SIANDAR7_) NO. 2F-4-1F, r r 7 r AND ASTM A615 GRADE 60 FOR ALL . 'Ile r, 3. PROVIDE SOLID RLOCVING (5AIlE pF'LTH OF idEF1BER) AT ALL POINTS OF BEARING AND 1 x 4 Y ' ' - 2. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACE) IN ACCORDANCE WITH [�T•.iD(,Ir�G r� t? r1 O. C. 1�1AXIF1LIM. 4. ALL PLATES ANG LFUGERS IN CONTACT WITH CONCRETE OR IMASO',IRY SHALT. BE PRESSI!RE ACI DETAILING MANUAL 315-80. Y A. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. G '��`• TREA1Et). LEDGER MAY VE SEPARi1TEU FROM CONCRETE OR MASONRY !JITI; 3U !._B. ASPHALTIC FFL1 6. DOUBLE •'ILL JOIST$ UNDER ALL "ARAt. LEL PARTITIONS. R. REINFORCING SHALL NOT BE [SENT OR DISPLACED FOR T14F CONVENIENCE OF P . STRUCTURAL ENGINEER.rAiltrSFJ. SCHEDULE Ai�O UAWIts. OTHER TRADES UNLESS APPROVED BY TH�7 �4 C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE : ' ^� MaLYkOOD SHEATHING 3" * 1/2" TO BOTTOM OF FOOTING M • . " - � t• 1�M- Al_L'�LYW _SHEATHING 5,HALG L BE CD GRADE , UNI ESS 0THFRWISE SH0Wtt, WITH LXTER10R La 2UE " + 1/4" TO EARTH FACE OF WALL t1ANUFACTURED Irl ACCORDANCE WITH PRODUCT STANUARO PSI-74 . , '" 7 •. skyt n A. ROOF SHEATHIIt•. 1/2" OR 5/8„ INDEX 32/16 1" + 1/4„ TO INSIDE FACE OF WALL � � •4�� ` A e. R. DECK' s 3/4" INDEX 413/24 T & „ .r -� „ INDEX 32/16 2 + 1/4rr MAIN STEEL BEAMS AND COLUMNS ,► C. FLOOR 5/8 - , D WALLS 1/2" INDEX 24/0 3/4" + 1/4" SLAB TO TOP AND BOTTOM SURFACES ' 2, PLY!IOOD SHEATHING ;HALL BE LA'.L WITH END JOINTS STAGGERED. �';•, , �;, { , . L. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE NOTED. J err a• •' ' 3. BLOCK .ALL WALL .tHF.ATHING WITH r x 4 FLAT BLOCKING AT ALI_ EDGES. o 4. NAIL AS PER SCHFJULF AND DRAWINGS . `� 5. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1 ' -0" . BRICK ALL BUILDING BRICK UNITS SHALL BE 2500 PSI UNITS CONFORMING TO U.P,.C, STANDARD NO. 24w1-79 (iKAD_ SIJ, TYPE FBS. 2. ALL MORTAR FOR BRICK WALLS SHALL BE U.B.C. TYPE 'S" --- `- - 1800 PSI COMPRESSIVE STRENGTH AT 28 DAYS � ITN THr FOLLOWING PR N -' + „ ,• + } . .,y.; ;. ,,r PROPORTIONS: t - , � CEMfPiT - 1 PART N' ` :,ak6 LIME - 3/4 PAkT MAXIMUM SAND - 4 PARTS MAXIMUM , r') ►, p 3. ALL .MORTAR SHALL BE MIXED BY MECHANICAL MEANS AND PROPORTIONED BY ACCURATE . +4. P�UREMENT. SHOVEL MEASUREMENT WILL NOT BE ALLOWED. + I,•r ,, • TEC ALL MgONRY UNITS STORED AT JONME AND ERECTED FROM THE ELEMENTS. "g 15. USE STANDARD CORRUGATED BRICK TIES AT 16" O.C. EACH WAY. NAIL BRICK TIES TYPICALLY yy r TO f x 4 STUD WI1N 1 BALM, 10d. F•i'•. ',� .� J • I q�.,?,,.�1 I � � '� ' 'Yry!�..,��1�. �`I� ��'!I�•�.q�! •.�. .. ,f�'_ �.Yy• 1' -• • �'• ,• • :. : ,�. .a,. i,t.'He.• '.. y. ,,- .li: ,r �. r'. wSrq '.',,.fl , "::,.. CJ t'•r' 1�� r fr»r V:• rR A.:rt 5 , r ,:. , .l ter it P j•itri 4�!�.i+ y'1 ."I`t. + '. .! h +t7..�• oy 1 i di .• v 1 3 , M .i. ti , Tl,a" , .t.�., ,. f. �' y ,• ay;4 1.A •, .s 1,j4 r `• 1 P '.4'I 1 r.� •�.. •,; �' � •, - +'�"' Y'r '�+Iy'�'�`, 1 "t'�j"q'��" � t'y ��d +* `.4? 't.l A��1.��� � { .. , .._..,,W 1. 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R�.l�'� 111IIIIIIII�flllll1111►I11�.I'III'tIIIIIIIIIIIIlI1111'1'IIIIIIIIIIIIIII'III'III 't'II IJill 11I111IIIIIIIIIIIIIIIIIIIIIIt11111I111IIIII111I111111I111I1111111III1'I111I111 11 M)TE : If THIS M1G•ROFILMEU ►. �...) _._ 2 3 4 5 F 7 8 9 10 I I 12 DRAWING 15 LESS CLEAR THAN — ,_ __ THIS NOTICE, IT 15 DUE TO THE QUALITY OF THE ORIGINAI DRAW I NCJ. _ QE: 62 PP le 9Z SZ 1101 EZ ZZ I 0Z 61 f31 LI 91 51 bl Ei 21 II CI 6 8 L 9 (3 b E Z I "•"" I�IIIIIII�nI1IuII�1111�nuIn11In11�NuI1I11I1111IIIIlIIIIIIIIII�IIIIIIIU�II1lIIII�Il11!I1111IIIIIIIIIIIIIII�IIIII111iII111�IIIlIIIIIIIIIlI1111I11'IIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!111I!IIIIUII�lll!)Illlilllll1111IlIIlIIIIIIIIItIIIIIIIIIIIIIIIIUIIIIIIlI1111I11lIIIIIIIIIII 1� MAY 21 a 1990 -•Y!11{�nw,•lNNNI:�,..y.v,..• , .r.,q•,•r- . ,,1. I.^ .,, ., y,. .,4•., .•.y �r.�.• .19 ''.y^ x'd'�'Ir!'rlF•1(M v r•I r-,! o. Iky�p,7yt,.,n ` 4 . p n`"uI''• 1 fll� + r,, ,,P ", Y ' '' t �',;'. , V I,t ' f ���'tr i�• , ♦•�.'�#617}��-�.� .) fit}` ,',,, T`..' t ,�,;`_ "� .4 �f,4r�, .! Y +,.�• 11 ,Y, r l !T ,•`- !'. •7. 1 4- r,1t•.".r ,.b • , , ,1 '{ •1 ,,.•,,y tri,. .l k 'r' ,' A .Yr�. p�{ ,I AI y ,�,y .,�f 1<l, ,. �` ' •t ,• 4'. Yn77 �,{�A v Y, !M!'' 1 -�__ , ,•. ,' 1 het,M.1+111 li, �M *t .� �, 1 `it ► 1 ,, 5 1 1 ! - ,'11 r %I �!+'' j•,. ,'`r r/!'`.,' ;•4.' 'J .. . i".�,� �' ;YA''♦ , ,�. •� '� • i � •Y,. 1, ,. ani i b'h ,. C01�DOMIMIUMS ! .i' N ,,., r , +tT, --t- y �t .Y •I •, . . 4 .. f1, •�!� ! .! ;• ! 1 �' �.�` ^ 4af• .r N,' , ♦ 1•t. ! " 441-' ,' 5 1 ' .t ^ ! ,' , '.�L , (.,".,, S r}i ., ,�, 4 ,� S' r �` , 1' rV ,��• .,r�.,a`•/+M .'h. ,, 't. �' •�? l 1 1:�L�lll 0��,�N ► 1 �, 1 �.�i,�� �. 'T T+' t�"� t 1trY \' i �r�`l ell X t t= n 1.. - '�'• ' + •t _ fl Ts ' i 'Y' ,, + III '. 14M - .i .' j.,I� .,,.y,,�'1 ,,Y7, l' ','�.. + ',,�`. .1'r' / ,i!(f�/ i .I �'Yt I't 900 - • t •• t••k< , 'rf r 1, •t ••,. , •!, 1 , 1r i' +,f ' •'tie •1 ' l� tt �' #!4r�l't '' R S .J «�I4 .t • ,X i' r .,� 'r' t 1nr l i ! tti r ',, ! �! , Ixt N. r .� ••,A ♦'� 'PV4 ' i 4Sa 1 ,l '"t y ,' w, 1 =j /j 3 �} f{' 1 �• t' I r a , r . 6ba1io , owl � � 1 '• :• "�ft.,>', j'`. i4 .e.o k7,, •- .+• ,� yt� t 1 711 �'. � .•r U, tk ��' t I,oe►.. dll� •I l,/r� � E ,-N,( � ' , }� ►. I�, •�'�' + �, " t ( 1 ,?�( "1 .L t .' , x i ' w J �. 1 . (ANERAL' CONDITIONS Vf1NMf pA� A. � .1 ; t '.,, I- .♦ ! f►' �r •N I ty• r. '+ .e 1 ;% •11 I '! „ •,,' , �' • P' M� 1. • ! 1 .. •I- ,. •�' ., . \,r• d i:, , ,, �!','�' *4�, ! .:1y ,L i I,T, ', .,( ,. ;a4 "' t' + ' ✓ i �11C r;. ,� �. `M V • •• q )- 111' , r c 1. t ' ., ,� ' , r: .� f 1. 1. ,, ,' 1! / , ti 4 Ali' 1 ' ,( 1 t>Ntiallo, *Co. ,' •' •• 'P L 4 , .N ,.4j W �'• { A.V ' n :' t yy ((� ' •t�' , .t, , �► `�} �v I • h y ,', 4� :.,, \ � 4 + 1 42. • *Y.: �� y, n"+} i 'K f• , r. ,! .'.1 iJ }, Z lA°+ t. "," �! /• 'i,l,,l4' .• �yT r ) �Yl ' • I + J •'••� ` '4'� + `'• * ' �� 'i 1' ! ,tY ;l t ! '•i y�, . t •.i'�,y'11 :T-4., !-, ! ` ,v / ! Tits 940"t1ep OW pvrofl06100 l+111►re,rll�Mo�'if, 460&11`6 •�t ,�,�'.4 ';�i' t i ' ► ' ► t' Y, t, C r4 ��,1,.l,zl t+� � 1+111 f>ts 1111 a 1t �, ; ,,g ,. , r�1.r r, Ir �, 1 0 ` +" �, t t i t ��i ��r ��,� , R W ACCEPTANC OF SITE P 0 SPEC 1 1 T I ON s ) R1P Yrf' 1 avow ( ` . . , r L , yt► ;yi ,,, t ,r',. , r, r f r r ti°th,,, , • r Ell I E AND � PLAN I. _ F , `♦ •• , . ', +! ► r 2 ~. 'f d' a 4. '. ..� r�.r,.-.•err _12T YI t� i(11� tf t� + r •I.M r rl,. �, '? ,- �. r•Y• /. ! C T �I t +!) �J+` �' �.! •'� 1' , , , 14 , �,`��!N' ••. '' ,. I ' -•(. , I ,r �! .7 �i. %"F' rr *' .r l�t iT,. •! 4+ r .4 ,.I I 1. •,� ,�^ ,. l ! ;, 4 •� •r 4.•+M1 I� Y .1l P •.a tr�''• ! . ,�1•(y�., f, d l/• , ,l .! ru'. ♦ , •y,. •!•,, r 1 > ? ri , k 1 +i `.' f1Kt 11' 1 y i f T 1 n Oe l r nd stand n o Che owner w at 1 ve • r '., . �+ 1 r ii n Y a l i b t he u e LI . .. l w e t ave !' t 1 9 r J 1. k , 1 Y r ,' , t.. ► i p �' ,e 1 �. r .i :' t �t 1 t Vi �w t la 1 1 ' • . w �•i A, u�: y MI► s.., d! - •i'. \• •. 'ill, 1 !rl 4' TIM C.OrAi t OSI l! t 1 to l Ice /h W `� t .' 1 + ,. s r L t 1 , r _. 1 r I and has e r tail ► . *r1+r"r ` that the subcontractor has carp Qtly av •wiled s ac epted a C �Y [p} j p` '�,, ,{ ., , ,' +�'{?'!'�- '�' t '�T t/►' J,t1« •41 Jr .1 `14 1 �ti r , �'1!. ''�t•4 +r' t .l' J:y!�'+ ,t ,, r' y�• -4. 1 t� .4.' .,.i.R �• , i+,r �! ;11r f ,' •f =r i 1 •seww'a of tM them to the *f r j r 1 f s e , C' ! structfon documents {plans, specie ,' ope work, ett.) a ' � j � '" r}.0 it Hwy ').,i� c ' /• ' :�N Irkeviii ' 4r�e►' 1t�Nd WAftaillttafilO a• •, :4t•: ►. ,' :' !► d . , rP I x stations sc of rk and the t � 4. 4 , D = ' ' '1' /7�►�: ' 1 t .-n f Int/.' �:` l; r ►.' J, l J.' �1. ',T• •y, B ► ' J• , propos•d 'rojact site at �he cirri% o/ bid sut;xrrittal . .-A ,A. ' . . . 11 I r 1, , t , 1. f.�►tlil let, R •. ! r . ,k r-,A. • r�r. v,' .. ► , yy �l.) r'' .!+ .�P� : `tMY�••14',�•.�jr 'rf.s' } '1 ��. , t '�i ,' M'. " , t r' t' '► 1", r `! . ' - " L, 'I'•,.., Int {. 't L . .1�;0- .. ,.r , •,; ,/r _. ! !, 1 • .� • . .k .. , , ,j' � I. ,� AVA(4 As tl ITY OF SPEC IED ITEMS 'p11 �1�Mh11Nt11 X11 1rs to .1�� ' IMeblr 'titfl>� iA1d p11Ntsn6 "' 1 .,.y , t�� �' 1Aslt rr * ,, -A t I 09M1 ;,wi to, � 4 .; • I �! ' . Subcontractor will verify prior to b i dd l ng that all spec d f l ed 1 cerise will be R , rf1 �11 .1>�ft11i0 two. at%ti>1dI'>,, Iwsd h>t1d11p/ r'e4ot� MihC''sw., - , , 4j t f . � Q � - ».. ,Its i fltlrsh Veneer (1 I+r /aitod wlfh b l i n I nle for i n s t a l l a i l on du r"1 n or r i and t l isle l r re s s o f mark. ssNRlt el>N�irit;M!.�1. of t a,l l kas+IQrOti 'h tali, e�atlri Israel 111 ,, vq"I i.. - . • . , � , 2d ell "t � ave i 1 a e t q de y r p o9 f rldos fag8 4" MIq, Ef vy of left s o f wistpor•1 �. f' . 1'. ' . ', 1 . t, •,a M 1 , r+wtes jaesi►tM1) Irapa 111 >r 1 eh pESIGN i�CIFICATIONS colt closing i1ti41e, pwlltss �i !n the event [pacified Items will not (Sia so available., the subcontractor w( 11 _ ~ ' , �oth � ,40 >FULLY r V. COW-M24 shot .is.wise IaNicsi>41 y v i(K star `Y/f i c iiht i y dw;"s yfiiter tie 's `' �1 not the Design Oepertr»ent of TualatIn Development C'-",'V-a•r, prior to bid •tsute s .,ones tont aliNturd e t �I fit'*, l 01 1 S I OM 04 0041 T �° '► R) boors and �+rdiMaa 1Av >�. Prat 1+1 i>tht� to slat sh f i n i 3hyd interior •!11wr•rk ase/ , y submission. r�,__ � ?) 1,irtsrfor •taps wilt i►r it>Olwst.+1116ta0 bith • mini" W1 tre4id wi#0 00 ihfavpfWr+t Oro t. " �( 4Pit +� All costs of delays because of soar-wallebllity of specified Items, when su:a' • i*a,iclalurp ��" risef NfioMfl. 4t I ) ' S) ,i�r11111r1%lilt s L.1 f 11'�re es'Apse 11 ied i n D i v i s Ion 36, f et i Ian eft, heft i n- +. delays crf� ld have bean avoided by the subcontractor, will be back chat gad as DIVISION 02: CONSTRNCTiQN 1I0CtIMEMTS ,. , .,.,, , "• , �. necessary without• any additional cost to the owner. I . • ► 1► _ SilelpavntrraCror t 1 exal�te color arAd finish ss>rsplas for slolKt.lea to h4, '' I . A Sactlrxw A Civl1 Irrglne�erinyl • the Itie+Mslopelarrlt 0) *saps w'III not w�tosd a assxlea& 444S, rNip.af '1: iS. •,1'0 011100130par t ;# Tualatin pav41Q~t C'nrrpany fair approval prior . 4� . 41" '� �lip5�T17UTtONS 4F SPECi�F1ED_ r1AT•ERIALS •'`. '1.� praid�rtl"f ;1 r" I.•-!�' 1) ►laps and Spetlfielstlons by: /X) str>�•t+ of Eholwelrriry by,l 9) All out.elrlor polio aid W1 + ".1 • " 11 I - Proposal s for su'�s[ i tut dons of materials, tau ipn►ent s, and methods wi 1 1 be Gtr, a1etl�i'11ei its eap•a,d a�ropita with I. . , . , p/?F' (.' C-L�l�`�Ul.r�l�1TS ANG, opeav coat surface n4kisb.! . I considered only when such proposal• are accompernfed by full technical data r 1 11a110 /M11ef f Inner• f111Yi �pN t N' KYIEATi61M ,' ,I I and other information required to evaluate the proposal . /I(,o7 " �-''ij1- (,ro 7u A,V5Nl� 714014 p,W• il' IfIftOA Illi/T • , I r -�`RTLANC '` fi.E= �hl ��Z�3 ' 6aki !{r �i .�..._ !` . 1 r vel !fit !P • Cyt `/ '' , R+ i, llllla'%Qs+l+ov4+, !' , . spaucs A Proposals for s+ ostitutigls sill be submitted to *he Design Dtp•rtR*nt of r ' ` 1. Tualatin r veto tCom YISIoh . ' �Iti P Pony ,•��/+��, I (/�� ��' b S td ,i MAS ,A . i+!rd�►tideN. /p,.' e' s 1mdy di r►spcwts rllaNiw an the drawln's ani spslc i f led I . ' J C �"`r ��f-� f 1 '' M ' ,y j • 1, ., •- i.� ti., `,.,Ay a ,. q.J a, 11 t, ' _ ',, + + �17�..e, ! Q��r•t In �+ `� ',,' �+ ,1 Do not substitute materials • uI nt or methods s ecilled unless such tested q. , I q P'M r P �OCt WI, htY�(1%9 Matordal . �� 5�,•' •-, ~• ! " t' , 11 substitution has been approved. . - . , f r t�R4e1. '.:i. ,!, t. f4tt , tit;sler is '' spwrrrt enter 1�)• t>t*Hila 06 oa uqe Da f van 1 sod 'shay . ' �I Section fl - Architectural Piens s Specffice ions i) . All 1.-IWober i; to be w0l sin k in dr �1 ��: 1�� •t* ' i r :�'` t set�sWeed.c life' 1 Jr>�rl*VV' +iF6rre seoittuk ,� ,,yy,;• �, A .,lit. •:a'' r t.� '' T 1 ► : CONFLICTS fIETVEEN CONSTRUCTION DOCUMENTS 11 �ntayt, F oa of dr ro;, tarps or split` ilhll 'A1>loftd fly Iwlt'• �" �' •1' ► p r I y ' ! y 11 y��, ty, � ,ft)gllrt$ 'aallt`+6r� �► l� s�q►la foo l a tp" no c l erg d i roc a ilia to, sail br tr+l� t#�l>~ v , i) Plana prepared by: ." .. ,., , .! ,.` ' .,y i �- .. } y�l►a.? �'!1 �s # 1 •�' 11 f1' /y Should an conflicts occur in or between construction olrlents, the order YT"" y do¢ '' ;A)'1 x'' a heli 1 i�t,�1R,>>wird, os ilia tIN *�,. C00'si' oMgl*41 l'Irr l ,_!; • t.• r erl)JJ td ' ' *jr4ll d*..aotd c inti ► • ,t. .. w •' . 4l irf '�� � fl� • r �' �tyi'i ,'i�. of prscedrnce shall be as follows: Dapartaent of Planning t f3eslget :' '� `!►�. �t*1tfrH tl r� ! i <{ 'S[� 't a'i a @ h ' 1r "11 . . 0 .r ,a, Tui l at l n �1MYss 1o�eMent Yl,p�n M a i�� r f 'F'.i. . ,a ! s 1. J1 .. • r K; ,<,1 ` "f ar. 1 I �tar� 1 'z,! ,#/ • T b ' •,�' 4 Yj � _ 4 L;. ''QPr r f • c fir' •.., ,".i► 9� # II "'lltrlltil, ,p' i '#tr.!,4. ,t " I I i n , 1 rM_ r r ''Z i _ '•tt� 4 7+t l�L:l, 4' ;'rayl' '!+ • . .J �.,; !) General Condit ons . 15300 b.V. t 16th Avenue , i ! 1' s + p3al:d►s, 4�MAt�A ,► f>ti T x ,1, ?ti., \r} . ♦ ,'• ! f �1• t .i►' +l J• a�.'Y • ,� ll' ,'. T` , "11'1 f i a t i on s T I aril r - tr sir .$ `. 1, ,�'�s jj ^ � , ? ,' ,t' }. 1 2 f Spec C g e 97224 • k t � t )th caft "tM• 1 "„'31( r M'YI' �� :1, �, a 1 \ o .. .' .i 1 . . ., '�i'�, i• L •�tj�'�f ;/ ,x.41 d/t,' ;3 ''r t ti. , y. , #. y, y1 3) Scope of Work 1. .. . .r.- , r• 1r}.. err • + _ ” !w �� �5•' � Wi� : ,. T e r i' S: IR '� . Det•i is 6 - i 1 Atli 1. i �' E .' td 5 .•� 1cK .`" `' t. .) {503) 39 3 0 ) . 'Mir to prby)erc'f s tie �t! "r slEalripd ` r .y' ;y' t �' i Small Scall Drawin s - toctad s) g +! l'ow fir. ° rr t ,. „ 3 . t;t �:• ace ' . � . 'l .►111 �1+ �i ti+lw of fsel> 6} Pro 'ect Field Superintendent Y r . :«,,.�y, �:, .,� r''l ,F t , 2,;� j; „ . rrrr j 1>`!t !`; 4 4 K• ! Jjr�y �' 11 ! �, 1, r• + 34 ,err` I� Sect ion C .- Landscape and 1 rr(gat dem `"''.. 1.." ' IMlof W!"ll wwsltM� +� 'li�i1' ir' 14 pit. q.'f'.' 'C-0 gr a! ' b <;1'L�+ ��i'; 1+Qe11 'r " �.w�i► In an case, notif the Desl n Department of Tualatin DevelopMnt Company ; r 1Iiiv4; f,_" _' A . 11 ' ,L - , , Y ii _ Y g :fL- ianwed sate l for their consideration upon find'+ cord l set and prior to 1) Plans end- 1, I f lcat Ions by: ,r; . '., • : "'`+ F far ; .t�, _I fs ah11' YQtitiC* . dl xterf or r r Y ^9 t rocoed i n with work. i" ) t l ! r►tCfl ll► t;Q, i , Pre pian, pttQrid IA y P 9 t1j 11}"Y air IfMfpar ldiwl t:+or,' , iC 1. Piytli�ilpd! �►bl>*'1001•, i,IAYRl 1 � c r"? . ;. f�, t 11111 ,+1•llb Ilar "%*. S •w rao11t1•eed ,,.. f)awl d Z ilrlsre amen, Landscape Des 1 gear :, vel I } n' �. 'dal iht ltreito'4Mtlrr Ii • r ' " '. •^ t ''� , •,, 1. ,, ,;.� i Terra-Sol larldscaping ltd. I. s' 1 tirill�ll llrM d w Tw1•tin, Ore ` 7) •Dravida VI D,:r. -'G.' ..' ! I r. FIELD SUPERINTENDENT 90^ M ¢i � lt+Irad1i11a�r>seri 4+1 d. vel >Pli d 0 4111 ' •r s >> "�i�''j�t1d11's 1111101' 3111ts pat' plan. rlpo f and dalsk oW rhNil� ,. ,. , -I.. ,, ' r Tualatin Development Company will have at the project elft from start to (503) 638-3017 a ;. All vrtots t be, p1'Wperly flashed nr esulbed to preMw►t was.-her Infiltration. - I ., oP P Y P J ► , a) Prla►v 1 •I 1 f i relb l oltk I as �apu t aced per facia, 4 , • ; :+ - € ,. finish of construction, a responsible superintendent acting as an Authorized • ��_.�� • 1Y, Agent of Tur1at in Developer3rlt Cearl; ,ny , The superintendent shat 1 be on duty ,�'''' t ;5P+Ab1N�1 'lloitpae sllii1 'aM' ll;'tom`.Iyi 1 .440.' tE'Y�ti� 1 . 9• Exposed aces to b A 1 All vans hig siatt r isl to bilin I vat xed ,shoot metal . Ex sed surf • f , during a➢ 1 working hours. Any instructi;,rls or notices given by him shall Soct Ion D - Shop Drawings , Prod s _ . , t- I .. •w s , ur t Data, and Saeaa 1 e O IV IS ION 10: TINISSES '�' ► jIIIf>; fir' 11 !� A {aE dle�Met i NI '! j� have the samie importance as if given by the owner of the project , Tualatin � t ► , 7�t'� IiII,"t atttic or" par code with con inuous ridge vents and gable end vents ' ' 1 Development Company The prcject field superintendenl� shall be responsible 1) Shop arawMgs shall be prepared and subwdttod by subcontractors Serctign A - '�rWfscs a '" for general on-site supervision, scheduling, field work suthorizations, and spe,clflcally, but not necessarily w to, the areas of work i *V__ `; .1, p!r plan'. , 1 C ' a , approval of work prior to payment of the subcontractor, 41 listed: 1) )Prop, all roof t►usses eoerplete and in pletso, locatad and snood per plao. , � � ;� ' k* r ; ,I , Op S1113� CwONT•RACTORS Electrical , „ . 2) Trusses t� by [instructed with pitch parr elects. :, e70Y Trusses � 1 a e♦1m All subcontractors must meet prior approval of Tualatin Developre•rtt CompanyCabinets 3) Trusses t0 beer direCtl Lo t 11fiy1S1fS11 >S6• RbAj11MC 0 • Subco^tractors are expected to be accomplished craftsmen of their trade will" Piulrriing (If required by perlait) y Ap plate of extoriot Nits, Nlsr plea. Toe +: 1 a reputation of being able to complete work within their specified area to nail -'lth 16d alalic at weh end Isnd ti• to toP plate alth meted Aurritane r �PQ� clips, Untion A • , AaifInq 0 f Cr the highest quality of their respective trade. Subcontractors will supply 2) Shap Drawings , Product Data . and Sale! alt ) be subeiitt•d by the y Tries ..._a: elYt _� sup►.1Ietr to sip,....49 d•tailad •hop 4rat+i end caress 1 ,A to Tualatin Devrloprnent upon request references, representive work, securities, swebeontractor with reasonable promptness and ice such sequsnca as b a r istered engineer to the Design w' ` r � ~fac' Y eq g g Departlllatrt of tualatin 9evlalopeaarnt ,' -1�..�O.FIN14 to be 2236 Ib. A, vial,r Corr, as nlanuf•ctur•d bto cause no otlay in the subcontracted ark, work of the owner . P y flied an4 Son or ACompany for approval prior to fabrication. Trusses tofke enpinesred fpf �, "UsI , � to reject any subcontractor upon failure to satisfy requirement necessary to or work of any other subcontractor. ?5 PSF snow lad, 15 PSF deyrd ISA sltcep► at t. rove their ability l i t to perform work specified.i f s ed, Qa t MatfB�- lttatrA•t1 - ; 'a P Y P P to s>a1w wrildlny struttwe, whLeh shall fee designed tt►r dritltino ernsw load � 0 L. L 3). The subcontractor shall submit Shop Drawings . Product Data, and veyRAq irelo b§ PSF adjakent to min structure, to ZS PSF at ?0' Deet. . 1 1 � Olm MATERIAL PROTECTiUN Samples to: DIVIN 11: FI<AIIINC lA11011 1 ` . 8 I-a 2) The shinrylss are to be delivered t0 project site in mans.racturer's original I The subcontractor will be totally responsible for storage and protection of Twlatln Developmrent Company Section A - frtarir►p lairs unbroken pdGlcac�e and shall brae. Underwriters Laboratory, Inc. Class 'A' , labtl . I X ; all materials and equipment related to their particular division of work. 15300 S.M. llbth Avenue •� No credit or compensat ion will be a{ lowed by Tualatin Devc{opraent Company Tigard , Oreyon 97223 1 qR,, A11 Shingles must l}e appl std in strict iecrardince with manufacturers f Erect int•rlor and •at•riOr wells so as they are plwrrib crass t /rte � for reasons of theft or damage due to vandalism or weather to materials or latter 'Arinttd s c ification b • an author%sed installer. 1 devlatiw •� elan, and s�lere wi►hire s tolerance of 1/8" in any dimension. P y '` equipment left unprotected. The subcontractor will be responsible for pro- Attention: Vlad Voytilla _ , ' � • k) Roofin to w lif 'for rotection under n,/facturer s 20 ear warrant for " ! tact ion of materials and work performed by other trades. 2) Framer to allow a 1411" unclbstructed clearance between studs tot• 9 q Y ; P gla ' y y �.. 4) By submitting Shap Drawings , Product Data, and Sweples , the sub- - installation of optional rrwadicine cabinet at each Dathroan wall adjacent this product . p ♦ /9' OWNER SUPPLIED PROVISIONS contractor represents that he has determined end verified a{ t to vanity allrrar. I • materials , field measurements , and field construction criteria - $) Sarbcontr•ctor to 54�pp1y t � TuaIat •n Development Cori-+pdry. manufacturer's t - Tualatin Development company will be responsible for and maintain thF related thereto, or will do so prior to tAe start of work, and that written warranty, upAn completion and prior to payment . ' pro per operational function of the following ; he has checked and coordinated the inforeletion contained within such DIVISION 12 YINDONS _ 'l 1. submittals with the requlramen�s of the Mork anal the ConStructlor .. 0) COIOr t0 be Highland Grown � r ' I ) Temporary tulile; fees sty Doc u,nlents . 9 per manufacturer s standard color selection. 1.) temporary water Suptily for construct ion purposes. , SacC14rw A S1 rg Windows , FixtO Vlndaws, Patio Doors 3) Temporary light and pnwer 1 ) A11 sliding windows , fixed wwndows , and patio doors to DIVISION 1 : SIDING NAT , IAL rd - i 4) Temporary heat , as and if required DIilISION 03r PERMITS ANO FEES fl►p •lunirtunl fralsle as . . _ ___ manufactured Dy Milgard Manufacturing, enc. , o► equal per ►,he following 4 i 5) Job office with telephone and space for storage of els •schedule end sired per plan, 0 r Section rE - Sidirfg construction documents. Section A - fluilding Ptratit -J I will be the subcontractors responsibility to provide any and all necessary Sliding llindo=,rs 1100 Series 1 ) All dxterior sidings to be 1/Z" x W )t-Gv-,Necedar bevel siding. I= og f It P Y P Y f 1 ) It will be the responsibility of Tualatin Development Co-r-,Pany ro Fi>zed Frame " equipment , tools, materials, skilled labor , etc. required to perform and obtain and pay for all required permits and Qo"r.'trYaental fees . unfe[s ien�e•. `w'—+ satisfactorily complete ell work relative to their particular division of otherwise provided in the contract doculrrants. Patio Doors IISO Seri,ts 2) Sidanq to be prr.-st�rined prier to installation. work specified in the construction documents for this project . . T) A11 wlndvws to be double insrrt•tted, \ DIVISION t14-OS: OMIT, ;) All windows to ba "purahrronte" find 3h parr Mi,lgard 0A0Wl`arz,tur lhs, let,C. � I ;' �► is MEASUREMENTS . • spMitications. s i 1. ..! i, j"�aRt10n 9 - Cedar Iris , (iefore ordering any materiel or perforroi any act of work specified in the - y) Prpvlde t Ted ' 1 ..rl , ! t ' arhp!! 4 *1# at r alrad r cow a1 Dt I{ "; e . , `.0" f1*0 lfsgj pr"e oar betas._ lilitsterw W Cedar siding and placed pier construction documents= all subcontractors wiI1 verify end approve ell field DIVISION 06 �ONCIIfTE FOUNDATION �Ir�,...1�.,� ` , • 011,1%: _ .r ! measurements relative t o their division o f work for this project . �) K 1=Ye1O ' LA04 K'G ��a'fi•1h1i�.iZ, ) iGi�i +' ! + SNCL Iain A SiructUral CCM1cr<te . I .,, 1 • ; _ �, 1 , r l4,= � . •, ♦ 4; .� .l4• .� r ami �11v1t11 . _ ? It is the sole responsibility of the subcontractor to notify the. project •' " f ,r•. �r i '�' + r. ♦ . . A . field superintendent of any deviation found between dr•wlnps end actual 1) Provide all conc0 1 i 1".- rete foundation walls, fooC;ngs, ae►?s piers reinforced I'� i " ,:- I ` , `_ 'j" ' ; ''� field conditions prior to execution of work. and sl[•d per plan. All caru:ret• marl t 1 bar cc+r+structed so as to not - r 'I - , i . �`! eut,:eed dfellsnslon•1 tol*rarr_e of •/- 1/11" In anir i "Surelment and poured ` . . ' I .. � , It shall 1>e the assunwpt ion of Tualatin Developetant Company that the level ,end true so as not to elKce�d • tol,trante of M- t/8" with respect 01111 {OIi 13: £XTff:fklQl+{ 0041ift �� N t subcontractor approves field ,^nditlons upon the commencement of work. to the specifl 7 grade. i �11.. >< MIlt31 t 0111 ► e • vl`"J`r� ,� lrbtlevet A • fivitol 'katrants Doors '! "`" 4 * -_-_ Twlatln Oevelopellent Company will not allow any extra charge or comp insa- Z A11 cone. 1' � ' F efe fossa will be elelaA well ,, DreYllatrad ens supported. Concrete "` s , p • tion on account of differences between dlnwensions Indlcated on drawings and shall be suffIcIllntl er�wc.Nawltall vi►raR�d duals p t 1 1 actu•1 field conditions wlthaut authorization prior to start of work. y' y * Osut to assurrt a con• 1) AL1 catAOp 1I♦o�rer gNirNhtii dOArs t'. - . .%* , . s i s t an t honru si a i x t use t hrowe�mut. I theatre-taw a�t Iwetul�el�wratl? !!y„1 ! S110 ln41ef11r hss� A fdXNla►, Ohio •+~ r ' ' ' ,.,Oea'rmtds�to! with waet.Vfalietvrsil1,•� #a •sQJ wrlree 'f1lfO�tQMN Md •ls>> ;;* ., ,,. I v I 1. I hrlllela SIM' xtW' 1/M secClot�al o .had 11e>,yyphteK •air, ftusJt panel14 .!Y � "I" ' )) All concrete vsed Rh• 1 1tW Premised or tranak mixed with a fish. _. ►r. 4 �' I, r �pe>�IDr d as 1Abnofett rad b' Cr d Door Cora II Il/�t► syOrt, @? oquol. !p, q,11:, , q tr nV. Jo' 0r s j.. cAmoressive stren/td �io'11 , at 28 flys. 1� ,. t I 1 � � • . a) /�ltt>ra�lta �ac►trn �� lir° Iirtlfl tprvil>li i. ,+ ;.'r� . 4 . O # tt1 1i�el«a11oi alts w�'lrl•1 bwrdw•.. .;z 14 ' - . .11 �) The suHeontrlltfol`• •1ta11 fie rtsponrlble for r • 1 sail fat.Mewt y leelul tlti, 1 ' ' ' ' ' .'', + t1�� "'' . . 0f all colts rs an hors �°~ eW V 1�IM 11 f11�11r f»'1 ..,; i i , 11 „ 11 #r ted InE ►lair •f doors W r �' "' ., CO1Mr♦r t0 , C , se+Q Other r•1 a t a1 rs.o 1te. Su►' 1 .. 1q1 ' , 4 t $& 44 x'11, to �,Poil h , oc•1 tri! gas CN c al ,,, ► '' contractor wlII proterct •111 controte From ,prlsalatwre �'lrlw0, v ls, -I. • . i + t �` e r' � I i • J . t.etas l rt9 aver Ass tttf to l e f tae t s o/ west iter. r. . • .,r I , . %_ . . , ,t... tii t n •�fl"d per I v i f i on N}'}. I r . ill, e. .� , 1 ti. I I 11 "I � I 11 . . . ,' '. . , I , ... 1) J ,j . ' •, "' 1. a �,' ` ► ill 164. 11 • ,. ♦ , , .L t to , -y. ,. ' • , I. iill *! w .! .,I• •� 4 ., '' A1111115 A, i' .., • fir' , r' T•_ �•' .: ., 2,,,222.1 lri,W+rr. _,�,.f�aii , e'a:..a.a �IIl�`" • , , 2222... ..•=—X l,.l ,..1L • L- i Y.. 1 .JY�. `�1',. lj� �4 , _, ..., - - .. ._ ( •�1�`• _ - '� „.•. . , -.. • .•. "+,,, .,.�1. . • r • ... +�¢,M•• t,r....:aa•A.h,�,.+. ,.. - - 2222 222,2_ - -- s '� I .1111 Ill Ila .ell Ila ili i m III ill Ill ill Ill Ila iii III III 111 Ill lir lir all III all 111 III Ila III Ill til IIllI11 111 111 Ila lei III lei III all Ila 111 III ill all Ila air rIr err + . I i l l l l l l l ( I l l l l l l l l l ,� l u l l NOTE: IF THIS MIGROFILMED l c•7 3 ,22.2,2. ,,,.4__- 5 7 �13 9 _ 113 I I _ 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT iS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING, —" OE 67 9Z LZ 9Z SZ bZ f.Z ZZ I� O1Z 61 91+1 LI 91 SI V EI ZI I I 01 6 9 L 9 !S h E Z I """" 111111N11111111nlliinlllillnnliii,lunlNtil;illliilllillll1111II111li111liiiilillilll,tllUilllilliilllliiiliiiiliiiillilillllllll,Illlllliililll!IIIiIIilII1I1111111iiliiiiliiiiiIliIIIIIIliiiilIIIilllll)illlllilllliUal diiiilJllllmlliIIIlI1IlIla,ililiiiiiiiiii11ii11111iiiiiIiiIIIIIillllil - __ 4 - �- __---"e-,.rNW- - . MAY 21 1990 �. .. r-. i. y. ., ... .,,.. .. r s.....„t. .. .. ,.h. ,v ' ., � ta,.pt ••► 'ni.a r,,1•"'e"r"'"rht i'w'".t5 n1 � 'S K wv,•r,.,M� wr'W"Y :+r•r,-,+•tri..,... r " , ••� � ° ,�"�"'�'I>"j°� 1�1 �,1'WI Tali":� 1t' , t. '`1�•,P ..,�e7q •F i�r��tfl+W('1• ��kY��,r. y� � 'M t `• ' ("'_;• E i ( ..r , ,_ M ,. --rpt,.• '�'""'"'•? i11( 'V ^ °t.tC. �'(7. •� ..• . r,,f '• 1 y' .,) , j �a�•�1 .'-' ,,- `' +, � �'s' t' J ' �4ayS f V L .� ` ,1, ( r / '�' �•�, h i j{r b r• if �'• ..� ,i. 1�•� ','l` �La'.s•.�r�►�,11r{.� '�,; rrr i,� . {4` '!; r. '•. \ 'i. r. � � �'5� 3 • l �+{r'�" '�f"+11,nt1^��fY'�•}Mlrl�, r 1 ,I •, 'r .r' 1,Mt art .0 ; ' , �� 91 j'�l _ i./J� � " �,1i � ri J ►.�,��' '.. ,�rr �• 7' �� � •1, f ,' , l . 1�' { 1 ; , ': • - f . '', 5 , •t j °' _. °. !. ' •YJ '� � .* , ( 1 aa•t�1v' i` {' / � `r ` r• 'lw •• v .t •1 j 't'`° 71,' !' L•t .. / fy '`S - ' ��; {' �'t�'i� ! DIVISION 21 . WIRING fait t lt>xw ! * A i f w t c -♦r: -K ya -1 't + Section A - Flet:trical Wiring 1) ` IrhtaVltil bit A If t Pn ul , , ,;, 4�; � � ' f . ;1 t/ 141 MORS 6 WNW[ d11 ! yr ` at Ian w1 Ep'lllrefti' l l �► 1 ) Provide electrical system as shown on drawings aidpacified harsi�c f' « ( . ,, / i �, ;� �1N fM ) �'�ti sic' °�`� r '� +' `1 'i / Ispttals A 9tlrtrerrs �' G 1 U 4 T complete in place , tested. a ng. t not " .TU A 0owly wl tato CgdA e�glilrMfiaw5 FOr s )4901' t T r • w .� d� ..�+ ' ,°,! V t, F y' , , war 1 s laiflr a I ac and aperat i Including ud ieg b4 nocessar 11t1 ; t � N fAbjit �*�! t to t R `� ,, r# �?"'• a limited cc, all service , breaker nets r bas outlets , ,df.� ►!1 1 t'y �r1 �11IAt I[Ialt i �' �,� , • .r 'a p„ �, t t (, >)) 3J1� f lost y •s oe tree of doff&0 epa , meter r a, u t e t s , sw i t c he s t s�I�IIAI sill ;' t ;• ;J°- � ';^ :, r , F F _ 'r' ' lights , bulbs , and wiring required, per State and 1 cal codes . 1 t ` ' � �� t�t:r J '� , o Q- 961psll. IIIg 'l1 l 94W 401910' •w�ri1 M •alr�ll� ,rllstt>XE lists.' 2) Edrges to be polished. 1) Alt interjor eon"m wol'1 to be InsulatOd with thltk wirm I loot Njk�• r � � •A � , 2) 125 ANP meter, bast , 125 MP panel and 125 AMP serve e. �t.R.1FPhc.E MOUtJr ed 11 LO�P�M( ILJ - frL -*w miouNhr GAI 1 l G 1 �� 1K I toiNlil +w� �t�11'Ib11111A1� '� �' trMlCil �1 i�Ism erI11A��.' r � Six* bnd location �r plan. y• � 1'f1.5 ��•�'tflr"°' M) All exterior allalf cavities to be Irn>Pulato4 with 1�1►et'elas halts. • ° ` � . ';, ` �' 1 � 3) furnish and install all bathroom vent/light/heat 1n is as required, 8111 Ali other roe« , 1 out 144fix hw!50411il W4W 1. >ietetlat L - Itlerdwere Nutune 0+ 420 or equal . 5) Vapor barriers to be placed toward heated side of tell . ' isef low r - Exterior PSI At lint 3) •tor btardware to be kwi kiet Grecian- UJ Wire and connect all appliances . per plan. 4) Supply smoke detectors , located per plan. 6) Use Fiberglas sill seat under all coftvon wall acrd exterior %all sole plays at foundation well . t 1) E>r<tMr'ivr midi to Ills stelttisd vrid'h Oly+!spic, or equal , sewl•traNes 51 1�►�iM►t stain =) 1It,It entry doors to be kaytsl w/twv keys per unit . Yr l«I to be atalMd wl th Olympic. or is"I N heavy b"y [tale t 7) Cotsmon floor/col l ing assee+bl les between units to be insulated with j>flr 6) Provide 220 v . circuit for clothes dryer and 220 v . 30 amp. circuit for mineral wool batts between floor jolsts in a continuous rr►awnar so al{ to T heat pu'ttl , 1 ,weed ne' plan . not allow open voids for sound transmittance. 1) Siding t•o be pradipped stained ,Prior to Ipstsfllation. -1� 4) Provide grand master key accessible to all cornnon foyers and all units. (� 7) light fixtures a', listed in Division 36 herein . 8) Provide R-;0 liberglas batt insulation In all vaulted callings, 3) Garage door$ to be palinted matching body color. Dellver to project tsuperintendont . e) All light switches to be mounted 36'' above finish f)Lr except as per lam e W 9 P P Section C - 8locat- In Coiling insulation over vanities and kitchen counter , I 11) Entry doors to be painted the tri* color. 5r) Hardware at arch bath to be: 9) All outlets , except at counters and vanities to be r4DVnted 12'' above finish floor , ' 1 ) Provide all biown- in ceiling insulation located per plan. Section C - Mall Cbt'ering 1 - 30" chrome towel bar - surface mount r 10) Install one `single freezer outlet F rear of each gar$ge, hliV_5. rp �E�f'EGTIuE r 1 - Chroate roll tol )et tissue holder - recessed mount �, V mGiv LJt4r� /y'1° v'tG�, 2) Insulation to be either Fiberglas or Cellulose •nd i.h:ll have a minimum 1) Lath well coverin0 to be selected by purchaser and installed by sub-centroctor. 11 ) Pte-wite for gaiage J xir opene, in each garage . value of R-30 and a minimum depth of 911• Prepare all 66tkr+ooir walls for wall covering. t - Pressure IIt shooter rod (at all tub!showr entlusures) Section 8 - Telephone Prewires • 3) All insulation to comply with State Code Requirement; for apprlicr ion 1) St/1lreNay foyer to be we 11. roverol, tri raA�lIstloth. Selection to 0a 1 - Obscure glass shower door hit all shooter stalls} shown on plans . GY T.O.C. O' IbirIPI 0*04V IdA 1 ) Provide 2 telephone Prewires per unit complete and operable located per plan. Cus t otaa r option bath ha r drew r e: �~ 1 4) Provide baffles at eaves to prevent dispursal :,E insulate. Section C - Television Prewire QUVISION FINISHED 1NRD SURFACES Tub/Shower er.closure shower doors w/chrc,Ae frame ' Section D - Moisture Protection MredIcIne Cabinet 0 Provide 1 television prewire per unit complete and operable , located per plan . Sect ion A - Nigh Pressure Lamil'Itata Plastic Gwwtertoos -- r 1) Provide 55 lb. roll roofing vapor barrier under all interior concrete 6) Provide self closing spring hinges at each unit entry. 2) Provide 1 central television antenna per building located in the attic area. - 1) Provide high pressure laminate plastic cowttertops at all kitchen counters and ae Each television pre-vire to be wired directly to this antenna. slabs ori grade. vanity tops , pdr, plan. Wilson Art and Nevemar air@ acceptable manufacturers 3) Pruvistun shall be mane for future T.V . cable tu' each unit . 2) Lap vapor barrier ed,,-ss a minimurn of 12", (Formica brand laminate will not be accepted) . N DIVISION J19: CARPET � PI�APB�6 * ,Al , Z Section E - Water Proofing 2) Coiors to be selected from manufacturer 's standard selections. Section A. - Stairway Foyer Carpet 1 Section D - Donor Chime ,1. 1 ) Provide 1 door chime and push button per unit . 1) Provide through coat of sprayed emulsified asphaltic compound to the exterior 3? No full deck seams will be allowed. 1} Provide Orion 0574-350 Hark Carpet manufactured by Grown Commercial Carpets, side of all foundation, walls adjacent to earth backfill . L12) Caroat to be installe•1 over 40 oz. Hair-Jute combination pad. 2) Locate chane bux and transformer per plan. ., All countertops to kaw* 0'a�Cedgir.Q. �y lJl. 2) Allow to r' � completely Prior to backfill , chime to be Nutore k!P-!4 , or equal . Section 9 - Tl le Seekspl&*has Section 8 - Unit Carpet Z DIVISION .27: HFATINC ANO AIR CONN TIO*114C 1� Provide 2 rows of glazed 3" square ceramic Lila at all becksplashes In kitchen 1) Provide. equaI time series carpet manufactured by Evans/Black. 4) Push button to be Nutan! PB-8L , lighted with nameplate , or equal . - -"- — and bath. - Section A - Electric IrJGt-t_ f-1�.T�•1^c�, 2) Tile to be Maple ePattern s.,,rles mantyfactured by Molly Gilbert Company, or adWl . 2) Color to be selected from manufacturer ' s standard selections . e 5) Locate pushbuttons at entrance door per plan " 1 ) Provide eiettric v�al_t_ heaters in each bedroom complete. in place , 3) Colors to ye selected from manufacturer 's standard selection. 3) Carpet to be installed; over 5/8" rebond pad , United Foam or equal . 'J t tested , and operable. ' 'Fc:-"1 I G'P� ✓ ; ih'1 I N! 61-�i {.I t?5 • - � 4) The to extend up well to microwave oven at range . DIVISION 40: LANDSCAPING, ffNCING, DECKRAILING 2) Electric wac•c- heaters to be i�1l-t•`K�:` .::r.�.•_ �,.,a� with yq lease Section E - Security System remote thermostatic cont w 1 mounted or( Section A - landscaping wail . Section C - Vinl Flooring end l ) )) I) All vinyl flooring to] be Armstrong Sundial or equal . Pattern and color to be 3) Units to be sized by supplier and location verified with Design Department , selected from manufactcuror's standard selection. Refer to plans and specifications prepared by others. Tualatin Development Company, at the time of bid sut"Pisbton. 2; Manufacturers of Security Systems shall summt proposals outlining type of Section S - Heat PuITIF c 2) Lass to be- it" rubber type of eompiementry color with vinyl . Section 8 - Fencing system, performance , etc . directly to the Desiign Department , Tualatin 1 Provide through the wall Zonellne IV heat 1 ) Provide fencing for privacy screen, trash carr enclosures , etc. , per plan. A� ) pump as ttinufactured by general eY i Development Cor^pany for review and selection , 1 � Electric Company` Model /A387930JA with Gri11E blAG45CT10 (0 rk Maple) I FtA10!► 7 '7,x. WALL. eokb6s� ;7,kFI'Io* FtopM G,►sglW�•,t� �) Fences to be constructed of siding. Applied to framework, of 2x4 rails and 4x4 pressure treated C1.F. posts. units to be located per plan in rough framing open provided. O .� DIVISION 22 : PLUMBING � 3) Posts to be placed minimum �O" below grade and supported by concrete. 1 ) Provide all plumbing systems as shown on plans and specified herein , completefte DIVISION 28: GYPSUM DRYWALL ..- ' -94 in tested and operating , -� Section C - Deck Railing place , t p g , per state and loco codes . _ 1 ) Ail gypsc' 1 wallboard to be of typo and thickness r I C Nt"� 2) Supply fixtures per schedule : herein. per Plans and specified 1) Provide deck railing r plan. r Q Q •`a rl'f 1 ) F'1S L :•�' �^;� ; 1 L_rl'"'� '>'^ �,r„� CGtiK > '' :�'F+�.:=''- f Gallon Wa2) All ceilings to be machine brocade finish except ,at bathrooms and kitchen. E Water Heatct State (`�-:!!-yrZror equal . I _ 3) All walls to be. spray textured except at bathrooms and stairway foyer. D1 LS�OM 36: LIGHT FIXTURES ,� - �,.� �I /� C q i4, �'F - � I3�¢II X �V � 3i a • kitchen Sink CUTOUT A`I 21"x�4" stainless steel sink W�..rt'�. KiJ (��P G�C:,[� GI - �,• t �[� � •- i� �C-�a , L L- ij IT 20 Gbge Elkay NCR 2522-3• 4 Pre Section A - Purchaser Opt len Fixtures , ) pare bathroom and stairway foyer waltz for walkover, 1 ' � • Water Closet American Standard #2122 .448- Section 9 - hail Box Stand , 5) All windows to be wrapped with 6J:'�' �' !���I�j'r GUt�i� L1Na. 1) Purchaser to select' fixtures for dining room and entry with allowance from Bone lighting supplier 's showroom, ' 6) Ceilings at al'i lower units to have 5/8't 1) Supply mail box sta+�i# of type and location per plan. lavatrrry CUTOUT #"y American ;tanderd N0476.02 * g gypsum wallboard irstelled over d resilient metal chanels (PRC-1 ) attached to floor joists . At areas wit Fl 2) Suggested atlowant:es for dining room fixture is $100.00 and $40.00 for esntry.. 8•inel OVAL SHAPE framed soffits attachgypsum wall board directly to fur ing. -S2) Stand to be stained to match building trim. Seat #40 Olsonite Plastic , color 7) 41alp FIeC�,Kz , L. hl�rC,� •r'UE5 3) Electrir_an to install at purchaser's direction. to tch water closet . DIVISION 29 : MASONRY FIREPLACES K SCR �0L2e, fectlaa 0 - Eloctirlclen Supplied Piutrres and Retail Lighting Supplied Fixtures : DIVISION 37: APPLIANCES / Tub/Stiower D-6 by Dur,1 Glass , '' colo to match Amer ;can 1) All fireplaces to be Masonryrysi•'zze'd Der Ilan. 1� Stited type from schedule or aqua) . Sect ion A - Builder Supplied Appliances `tan a r d - Bone. 0/ F'A,G i it 1G G L��<o yvO K . _— L1CNT11f. SCHFNIF — 1,OCn:1tt�. rlcx�arl.wirl�rt'el nl'n�r11•y' �„ 1 ) All kitchen ani)liance,, t+� be 1984 Fk+del year General EIr'ctrlc or equal per 4>?" Shower S-4 r S-5 by Dura Glass. 2) Hoick colors. to be specified by T.D.C. Design Department . '�-'--- schedule. S Dishwasher GSD Colo to match American - G i '1 ' (Herr. To determine quantity or ' DIVISION 1lNICE-KL.1 C VI Y S v Disposal cFc ate- 3b: T M� � 1` a�C EA � light fixtures needed, err «hitt, :tJ,r arta - Bone. !)Pp�� L)^117. G,N t, units occur in building. Ser Range .elsp_2 r l�° c sight an. Micro Wave Oven JVM .. •r 3) All control devices d5 fOl lows: FINISH MATERIAL ` Sul �/hvNlrE- =�r� lals?, �(�) t ! DIVISION 31 : 2 •,riad ben `,--•� _1 Lighting Co Supplied by Electr,ci care r (set rias) Nutont #1320n Wall Mount 2) Colors to be selected from standard manufacturer 's colors . - Utility Sut�Dly rH-20 Guy b Gray . p Tub/Shower #636 WS Delta' Or #642 Section ,A - '�ii l lwork Ent r. 1 1 fixture to be selected � . - 1 1 ] l 1 1 1 1 1 1 1 1 I I by Buyer 3) washt'r /Dryer units to be Fr rgid.�re ,.l �- � J �■'� �C'�] ` �aT'ivayK fig ss per 0104 Kitchen #11OCM Delta . 1) Base and casing to be -2 1/4 Colonial prefinished. "r 2 3 z 2 S 2 ag e t3b�s��•�rr ng Recess __ DIVISION jli; EXTERIOR i•; 'NT COLORS Lavatory #522 WF Delta. \ Q "Tia vnva _ Zl Cf7 C�lv l 51 ply# 2&r 5> AE'fCr�l down z 2 3 2 13 b 2 L I g h t All to be chrome f ir, t5h , except laur{dry Supply . - xturr to a se ecte a b Boyer �'' r ✓�r' �.' �,� ��•• .%E' 'll�l ii� Wi%�i�.0 i�C/T I�+� I..0 O�G. iruplece '—a �_ _ I r• � � 31 Interior slosh shelving to be cc+ngtrut..red of part. rcal board with Finished 1 t 1 t 1 z z 1 s t�oTTer-1(eceaa DIVISION 2.1'*. OMIT GlJ -1�C l�•T' 1� (�IN� �i►tGN JN PT' edggs sized per plan. -meter are aT4 Eyeball nu e down 1 1 1 t l I 1 Spot Section S - Interior Stair Handrail ' KI trhu Ceil f7t_9 Luminous Ceiling (Ser Plan GIVISION 24 . OMIT up t( (n Cei M down 1 1 1 1 1 1 1 1 Oak Frame +1) Provide ineerior wood bt4alr rail per plan . men n age ceiling 1 ir r�� fi I V I S I ON 25: ;MIT Cell .np Lipht i ] 11 L ight N r 2) Stair rail to be constructed of kiln dried Y.G. Fir or better . Cabinet LiKitchen ght ] t t Nuto e3-32�-2a" -- !; 1 1 1 ] 1 1 1 1 1 Fluorescent Engle 022�TiDouble- 3) Finish to dnatch Interior millwork used throughout pro act . Kaatrr chart 1 1 2 2 z 2 : 2 z : 2 z Spot DIVISION 26 � THEPtiAI AND MOI ST URE` Pk01EC110N �e rrWalk--Tri- C1 a - n Eaule V5606-02 Cei ing -- Closet 1 1 1 1 Light —� Section A - Rigid InSUlat tuft stet Tail t'anity 1 1 1 ] 1 1 1 1 1 1 1 1 1 1 • t'alance Light Per Plan � 1 DIVISION 2 : OMIT —iter at , u rry N Double Heat- Tub eat .a v , ...� I l l l l l l 1 1 1 1 1 1 1 Tub Light w/Fan 1 ) ' Provide all rigid insulation , per plan , at foundation walls, to at . ,. f vanity 1 1 1 1 1 1 l 1 1 1 1 1 I I I 1 Valance light Per Plan ` 2 ' AAI insulation to comply with State Code Requirements for applications DIVISION 33: AfDINETS show•, on plans . _ a at ' Aubrey a ou r eat- Jnr. • Sect tan A C/ib InUt i -' Cr111n• 1 1 1 1 1 1 l l l l l l I I I tight w/Fan 3) Insulation to have a maximum thickness of l;". s , e room ur 1 1 ] 1 1 1 1 1 1 1 1 1 I [sole ou r ; - 1) Cabinet to he Model /'1000flush whits! oak with )O reverse bevel d9or and d•t' Spat Kot'°itrun int,trierrs as manufacttyrad by Park Place (Mood Products , r g ; City, utonr aTT— , ' latio or Deck 1 ; 1 ] 1 1 1 2 2 1 1 1 1 1 1 Mount Oregon or-'equeI _� -L",ttry • , Hatt - llehtoller #11 0% . eR ce ' 1 ,n Eutry -- Ila]1 - dvwtt 1 eb,92 60 2) Cabinets to be sired per plan. OuiiiIde —' - ----- lightolier iI Conmrun Entry 1 Recess Finish to de "light Oak". ,` n._� r ch1..r 1 i 1 1 t t i i 1 t 1 t 1 1 a-14 Nutune . r • (Recealbd) ' _ - rfect llne + 1 1 , / �-£-- ��.2 a c� 1 �Ground t.iphtin � r Pl n /2 -'40011 Sternberg 593 w 350- Street ( - t r 1.1 htln (Ste. Plan) P12: 0W H.P.S. i J t ( I ��- t ��......w�r�'��tl�r ,�.'•`.u:_•:..�'-..... "''p"' t. +9L� 1t' ! 'N r ( ♦ur , .16.1 . -r „ ailwt�.�..MNWh,.iv .•.',7=4T r'aW1+'� 11Mt �.Lw:Atw....,-*61 r .d r •� �. � s 1 r •, { _(5-pe � 5 ;S. r r one:a `_y ra) Alaa► �i\4.:t.L.+°i..f.rS,r.,'.•'..F.' r!v •M..,R4lrTl�r'1 I♦,{M••. 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'1 1 . ` A. i/I , , �' I 111E LOAD$ r•' �,, �,j.', ', A 1 A', l '!p t r '.i1 fR t ' r�7"' _, -- ----..-.•-.-a_0 LOT. • . tt.�� 4 •/ {. •v 11' . V' 1" t iC+�. ,A.'( 1i l �a M f g �j,1j� ;,1�'f' { A' 4q. .I i 1 % ,t,'►: . � 'i l , ,, � r� '� '- __ JIJr't' ..- -._. . _ ..-a_ _I. - cc� a 1 q i , )i�� �•� �•� % f .1 �- , 4 "h y� '"t, 9 T T '+• Sf �'A M��4U'Yt �1/V.fi/ AU A �iMR 1 �1 J,+' ,(, , . M.1. • ,��7j. !4 f r , • ' show LOAD IWLYS14 . ' " -... •-_-•• _• ___ •..- -- --•a/ LBS. PER 1-1 . I ' , ' ''- , I fi' ` . '� .,+. A ,(`�! ,, 1A , ).M'a�•�+.`. )Ak, ,1t 'R� *�� ` 'Y� R •r ' m , I .'i,.w f f •I '� r .--. MM t. �� FLUOR-_._------__ _ ____ _ _ - _ _' _--U.B.C.• $•ASIC 2S to$. PER 541, F; . 1 'I I t� ; ��wir : � �', . . ___� •- ," -: �'�� . WIND -U.6.C. LIE I I x971 £olrTtltt 4 I' " ' SEISMIC----.-'-, --- -- -- `_-- _- ' --.. - �. � '!� r y } '�,1;t?',, ,. ,t � �� 's1 1.1 ""., � .',o111. r A , . . . . 3 W_ �- f OUNDAT i4NS lrU+QO LES. PP�tA. . c ' I; ONION SIZES ARE JrASEO ON P. TOTAL LOAD BEARING ,%&tL, DR£SStI1lE Of `I ,+ , a 'r .' �+ , !4 Al'k, �, �'•'>' r, 't1 ., t * � . . . Sty. E l . ARE IG 9 I D EL kW4T T UMfv'.; `. ' „••, ' a`" r�!.t7 y ',�' �• ELEVATION ShOWN ARE TO DOITC04 OF f(I(i1'1'1�65 M ', ,; ,� R ,► .,# �. t �..�V; / 2. FOUNDATION LE F T3 QR16i1>>l�ti. Sotl. . y '# «;. t t , ' 3. ALL F OUT I NGS SMALL B E FtY1NDEb ON i R!I f�'Va 'f11D OR I ' -U" if Kii'�'Y ', 1` `' cl ° «.4 t '�,,. }'1� ,yi `,tc '' �r a. All. FUIJT!NGS SHALL 8E A rJl t�IMM OF ,l -A rllf� FINAL GEAOtkS , t11,�� t p t� ,+ `tSy� �!. l b fKnT�T • ',. r. 4r' t'.l. Yf " 1 !1��'`,.1j ';j. 'L '1' ( .-r ). v �, J�4 , GRADE. 1�1iICH£VER IS L01f�,,. FRO" FOOTING �ix�AYRt1<ON t4 ' �� 1 '� 4 � � � �, .. . l , . . ALL DISTUR6EG SOIL SHALL 13E REMOVED 9Y KRNU OPEF�ATIOid �' i Y"" 'rh,�> t.� f + ' y`, ll t 5. /'�1 :,IX ,.WOW RtiAKS� Ir ..} I`� [� .,yt Y . � ` 1 YYY - f . ► ' 1 4, �,! ^ Ir ,} I} ', I.. /,,.I 9+ .`.- •'� ,: �, '.-•:. •' , ..b -�- L NEAT LINES. ATIOM ELEVATION A(, a' •0", C)!tt?J*T ' ; �1 Q ,A "^t, r , �• ` , --� r 6. BOTTOM OF 00 S L BE STEPPED FROM ELE.V TO r i* r• w _ , F ;IMGS 1IfRT1CA1 t0 4 RIZONTAL ' �s r 1 1 r !! STEPS QR SN/4Ll_ ►SE. SLOPED 1107 T'O EXCLfD l ; foew • ��g •,g. �1, ''' �,,„ r • 4' ' •, �' 1 •' A' � ',.'f ;. 'f , , Y ,� 1 ; , • _ ,, _ L C TO 1 -0 VERTIC�II a 1p ATtrit ", ,, tf l ��` �� 1 vi a J,4 I WHEK APPROVED t3Y TNF ENGINEER. 1, • �/�y�� p� I '� ''' ' -^.r EI la J 4 'r �f ,..M +1 '''�1 'IM R'� •I�I. '•1�",: ,1(•O1"��,� 4 ' 4 oa �,` ' SIA I CONCRETE - CAST IAl PL PRfS$IVE-CVLIMOER z ,r . : t 61dr RI J ; ,•j i ,I A.It ��+CF.'; ' !. ' .� � .. . A �';. , R -luEVEL4F' A MIAfiMUili ?S UAY LABORAT(N'tY CURED Ct1111 '� ' ' 11GTH OF 2500 P.S. I . FOR FIjUNDAT IONS AND INTERIOR SLAiS ON GRAD£ "� v;t• t + "' `.7 •t x'11. 1« •' I _ 30Ct0 P.S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS ' 2; ,FIO'OlQ 51>ITsdl± 5j8 III( ' � t �r t I DED FOR EACH 100 CO.* YARDS OF rk E06E.S OF � +� 1T 4 �' � `�,�, '• �,�� ,,� �� � .. ' Y � n T 'T CYLINDERS SHALL 8E PRI !; a<. f l t a� + '' '' ; 2 A MINIMUM OF 3 CONCRETE ES s B 28 �R' F EY 4 $ +'C�+1- t ;; 1 i '" . " . A5 FOLLOWS 1 P 7 DAYS; 'i1 AYEAIt o bNE :r� •A. 1' 1 " :? _ NCRETE STI?ENGTH. CYLINDERS SHALL DE TESTEDc, ; 1� EACH CO I� >w111j ! FL 'Uil :114,>? .rw..� ,. It,tl •►• 1 y +, � i M1 w : Q DAYS. ;Ir $£Ab' 3E4 .` it ,+ `) � " F_ 6 1 'I r I F I T 10lr5, tAtN� `Y' t uuICtTt�l� a,If. �,' ! v 3. CONCRETE CYLINDER AiJD TESTING SHALL_ COItFOFtra WITH ASTM SPE. CAt + . L Z/ ,, t 4. E>y ' %t , • . . G AND CURING SHALL CO"iFDRM TO AC. MANUAL OF COWRET£ � ' ��(�96 '1Nt.A'FES' 10MIA-ULY! PRIOR T � !r �# ,�1' a CONCRETE FORMS , MIXING PLACING �, ,' 1.1" "4 ;'�y " }/ t u ! �. ! r. \,.'1 ,� 0 ',*.� , .t ,'x �' ' .+5� t:Ir�'` �'1►,l� t1. •i,"11 42 iS a r e. ,.,�II, .\ A . P C1FICAtIONS. _ t. ' ► a .. ,• z :. •� ,'I; xrr ;l�' '" , • . VVV PRACTICE. 197b E'QITIOPI, 4t�0 S £ r �J] /yq �' ;� 1;'� +.. r " w• .,. , S ,� (�� � t �Iti LJL Ott !>� 11 a 5,. -y f /a ,,,J. ° Y', ♦f I E J'a f'.Ip. -ate - , - - I `Rr•..r•'•.I �*.O ,r• �w,l r� ^,�., •,,\,��+ �;' Li r.' t �f j� �' ", , ,3 ?F 1 ��.I +* n 1 tl �.y �y•, t ,y ; 1 :.,j ' - 1 ,. +" t ?, ,?,a�y'•f�. {1 !{. fy ZI'll t�•� ,r '.i, - t ,1 1 + '. r t,. , BL�f;K 41, F -'',L k �wvt > `p 5 �:e►$•� ;,t+.!►'j{'Tf ;.y •,. .: } \ ')i�,: ` 1S'r1..+,•�. '� 's�iEy It fM1 ,w.. 4 ;, E -1 't jr, '. -, • 1 1 .Mr Sdpthl; %J1•j,l�y,."�' ;tet '•4• ;';.`-t3 1 !� 'y,,�,w .it? t F. •,�` y , a . ti. . ,r ' AT EWES O � SHEIT T� '•( , , , ' .d'1^ a.t , " � ,�A,���'►t�' � r+ ; �� �'�' l �= d I ' ! I Y ; 1: i . p , J Y t 41', y•; ,L y, ,1,• ` I �" ♦f t '0I 4 .1 P Jµ'� 1��y 1161` ),.3'� 1, v r ., r., l _ + j 'T . , �h 1 '�, _. i BL.00IC 1 �' , r + �'" . Z 1,"v.'(., `, aj,,, '• �y. y� '" "' , ' .,`*,{'. '" p - - ``' , '"' .K, ,,,• "`tel 01 .r 1 H7 ju t*jv* of JAN, SMEE1 ` a - � v*. #fir+ >> ' +r �' ! t' ` �e " - 11 r b• � t . `k, aT , .. ♦ 'v S r r !Q',✓Ci,. I �`p • '� ,r} '� 1 ''r t :'1/" W TRUSSES > 7 ' A?r BOUNtflEbrCSf I�Al.L ,,. ,.. 1 . .. Ii` `t, �,. 't . r . F- 7 IGHT MftAL PL1TE CONNECTED t00D 25-17 79' AMh ALL PROYISIUNS OF THE tr.,, • .• ,... .s.- -'f�U�LL (� �U.�.C. a'fARhARD N7 r �`' , .! ti:' w �, l,I.q '.+' Z 6 TRUSS S OF THE TRUSS I �1 .; Illi. 1- X 1' PYA, :h wl �;� ,�� , ' 1 . DESIGN SPECIFICATIONS AOR LIGHT METAL PLATE CONNECTtD WOOD E 1/2 .Q�P5U�1 SHEAT! 14G, 1E9 ,,. >n Dia t ,,' '• � TUTS TP1-78 EXCEPT AS OTMEITWISE NOTED. &01CK ALL f.OGES WTH 2 x 4 TLATS ' - di PT. GALV.., ► ° ` PLATE I NS I I �, �+ .,, i,�'„ .V . , • `I"g �»{+`• F�.1t 9l,iL t �` ` , Q ^I SHALL 8E MANUFACTURED K'.�16.',,�. wrl. x''. — 2. ALL TRUSS ANO COMPRESSIVE MEI'IBER STAY ^RACING ANO COf'HECTICL S S AL 6► ALL Svl{D$; T( 3 8(IT?fIN LJttTE,S i•4!'I..d1C , •MIL �; ire ,�4 1 'Ali PR VED 14ANUFACTURER. I •'I . . . ,.0*.�.,, ..-) �. ", . \ II U- 1 (� BY AN AP 0 � / , MEM$ERS SHALL NOT EXCEED A LIVE LOAD ')EFLECTION OF L/36U Ok WORKING STRESSES FOR THE Sd 0OU2 EI 1LS r,' '''� . ;'> • • 3. - 1/ SYPSIIM WALL80ARp 6'0 .4.C , . + RATE MATERIAL UNDER A TOTAL_ LOAD OF 40 r'SF FOR ROOF MEMBER. �I BLOCK ALL E4GE5 WITH 2 x k FLATS ' ' .. APPROP I T REO 1. TRUSS MAt1UFACTURER St+ALL FURIIISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGIS E �a ALL STUtDS. TOP $ BOTYtk11 PLATES b BiOCXIiVG' 6" 6'-C. •• 1 ,. In t 1 PROFESSIONAL ENGINEER' S S'_AL . +HOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAt1 AT�u - _ MBERS ANO RE U?RED C0111IECTIONS. ' 6d C(IOi•E�1 KAIti$ a f f I.. ' ' ,, !-" ALL STAY BRACING FOR TRUSS COMPRESSIVE ME 4 N FER 6fr8 ''CYPSUt� �AugaA�cb _ ;.�.. .:.: ., ,:.,.� , :" . NNECTION PLATES SHALL DEVELOP THE FULL STRESS IPI MEMBER WITH A MINIMUM TRA S BLOCK ALL E%1 ES WITH � x"�-'FtiATs A" �•€ -• ' ! ': ' A ,'. �'y; s „ .r ;, , 5. ALL CO . • . . . , AT ANY MEMBER OF 2000 LBS. AND �SINIMUM SIZE Or PLATES Of 3" x 5" . R ALL STUDS, TOP A 80TTC1.1 P7�'A�`FS 4 a11OCi<►Ii1C� 9 '4.C•.L. , -T w., ' . ' �' ` { F . . 5. CONNECT ALL TRUSSES TG SUPPORTING MEMBERS WITH 1 ,IMPSON HI CONNECTION AND 3 - lOd 1 k ` • TOE NAILS UNLESS UIHERWiSE SHOWN. `' r s 7. DOUBLE JOISTS UNDER M CH. llN1TS UNLESS OTHERWISE SHGWN. QTKR M(�6 COlrll OR$ t f .. \ '1 . `• . �N iMt1N1 SIZE >+1Nfl MAl(IMtfM �PACi+I�' , ' , fiL.+TES TO CONCRE?E FOUNDATION WALLS 5f6 P x 10 A. ill 0 _ '`v. . % PARABGLT' COACRETE •ANCHORs ,c GYPSUM VIALLBOARD ANO SHEATHING BOARD +"` '" ` 1 . � GYP UM N�L$�IAR0 5.HAIL CONTORM- TO ASTM Ch-75. 5/8" x 8 112 A 4' -0" O.C. , 2. GYP$Ui1 SHEATIlING BOARD SHALL CONFORM TO ASTM C79-75, r �' +� 0 L)ZG B3LT INSTALLAfiiON: PRE-DRILL HOLES FOR LAG THREADS 1/2 6 BOLT = 3/8 4P NOL>ES . . 43 3. GYPSUM WALL1;:'ARU, SHEATHING BOARD SHALL BE APPLIED JIT'l STAGGERED END JOINTS AND 518" pBOLT = 1/2" � NOTE$ � � NAILED AS 1'1-1' `,1'ECIFICATIONS AND STRUCTURAL NAILING SCHEDULE. . AN3/4" BOLT = 9!16" p ,40ktrS'", - . SORP-THREADS GF LAGS IMMEDIATELY PRIOR TO INSTALLING IYIT.1I DRENCH OALY. • _an FRAr1ING LUPI6ER CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HA.'4GERS '0 DEVELOP STRE461-H 0; Mk1URS. 1 '- All FRAMING LUMBER ;HALL. BE WESTERN WOODS GRADED TO STANDARD WESTFRN !_UMBER GRADI!'!C, ' Rt1i.E5 kFSO. "ROVIDE STANDARD PLATE WASHERS UNDEtt HEADS OR NUT, Of BOLTS BEARING ON IilOQO. U ¢�a� .. .•,..-.. . v r- y.. gr.el•w.•-,,,.,T - r d A. EXTERIOR WALL STUDS - q NO. 3 ) Fb = 800 % I "`' I A O;� STUD (,RAUE. ) Fc 1 - 385 % - � , ) E I ,500 ,CUL) GENERAL It I o 81. p C. iWTFR1UR WI',l.I. STUDS ' ) Fb = 600 ! , GENERItI COPiTRAf,TOR SMALL VERIFY ALL DIMENSIONS AND CONDITION . - 1 '� �!a STANI)A.R,1 OR BETTER ?. SHIP DRAWINGS SMALL 8E RE()UIRF_U ON REINFp1dCING S'TECL , TRUSSES . ANO 3H�11L BE REVIEWED `�� UR ST!I1; ',RADi I EC 1 - 18501) ,!)00 PRI(1R TO FABRICATION, - ppprrr��� I- i '� � . JOI)'T� 3. FIRST FLUOK Sr♦/+LL BE PERMANENTLY ATTACHED TO WALLS PRIOR TO BACKFILLING AGAINST -4 t "O I,- ) Ft, 12�,f; STRi1CTURE. ) l 1 ,50J,OOv 4. THIS STRUCTURE SHALL BE AOE('OTELY BRACED FCR WIND OR EARTHQlAKE FORCES UNTIL THE / ROUE ANU WALL UNITS HAVE BEEN PERMANENTLY ATTACHLD THERETO. D. II[A,M`' ) Fb = 1350 5 . ALl CONCRETE JOiN`TS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER Or WALLS &ND W (kr• ! ) 1 _ SLABS. .,, CONTRACTOR SHALL OBTAIN STRUCT�IRAL ENGINEER'S REVIEW ON DETAILS OF ALL i Fr 385 r CON5TRUCiION JOINTS PRIOR TO CONSTRUCTION. ' � F - i •00.),000 . 6. GYPSUM WALLBOARU IS USED ON THIS PROJECT FCIR BRACING Of, THE STRUCTURE. CONTRACTOR E. '+`'STS TO PROVIDE ADEQUATE BRACING UiITIL ALL GPYSUM WALLBOARD HAS I'.EEN APPLIED A1V0 FULLY ._______j E. NO. 1 ) Fb - 950 NAILED. � ) E = 1,200,000 - I r� F. BLOCKING, PLATES & BRIDGING ) Fb = 600 STANDARD OR dcTTER R - ' t)+� STIiU GkADI: ) F c' 1 = 395 . F 1.500,000 C 3_2 )NCRETE>tREINFORCTNG STEEL ' •. - f.P _Al L IRE INr69CTN�- E- FOR C014CRETE SHALL CONFORM TO U.B.C. S7ANDAP.DS "O. 36-4-76 � d :'. ALI MC"1fEKS �t OR LESS (LEAST D1ItE��SIQ��) SHALL B� MAXIMUM 1Q . IiUISTI,Rf. CONTErlT. � - , 3. PROVIDE SOLID BLOCKING (SAIIE DPLTH OF ;•1EMBFR) Al ALL POINTS Of HEARING AND 1 x 4 ARSTM Ab15 GRADE 60 FOR All. .A r ` _ O BR tDGIt,lG l' i'' -tT" O. C. MAXIMUM. 2. AL.L EINFORCING STEEL SHALL E3L 'I?Ir1 iLEU, fABNIf.ATED AND PLACES IN ACCORDANCE WITH � . , 0 °1��1 ,= 4. ALL PLATES ANO LEDGERS IN C0111ACT WITH CONCRETE OR MASONPY SHALT. BE PRF_SSURE ACI DETAiL1NG MANUAL 315-80. , ' , TREAT[l). LEDGER MAY BE SEPARATED FROM COIICRETE OR MASONRY WITH 3C;r LB. ASPHALTIC FELT , A. AL1 REINFORCIW4 STEEL SHALL BF .ACCURATFLY ANO SECURELY PLACED. 1 • ,, � + t � 5 . DUL;BLE -iLl JUISTl TINDER ALL PARALLEL PARTi'flU11S. B. REINFORCINQ SHALL �10T 9E BEMT OFt gISPtACED FOR THE CONVENIENCE OF ; . ' " ' ►' • • a . OthER TRAOES UNLESS APPRUVEO BY TME STRUCTURAL ENGINEER. �'�, w ,' ,� . " . " " �, ; : ° 'r r,. FOR NAIL talc• SEF SCl+Ei?llll: AND DRAWINGS. , C. MINIMUM COVER FIRM CONCRETt-SURrACES TO R£INF01tCiNG 3TE 5 Be: t • • w f f1 r - P Y4 "H TF11NG 3; '+ Il2e ,T+�' 6UTTOM'QF frOQ� NC , .H1N.L , 1 ,;;V� ti, it, s"i, '. f ;,/ I. ; ,,1 , , ' L IOOD E•A _ -- . �� 1. �iL PLY14000'SHEA'HNIG SHALL AF CD GRADE , UNLESS OTHERwisE SHOWN, WITH EXTERIOR GLUE 2" + 1�4" t t . . ."' ,. . ,1. - .. ;'•t � ' ';1 ,, ' 0 EARTH BICE OF (�ALl -- �' .� 1 I" ,10`1 ;= A N 11A1dUFF•CTiJkED IN ACCORDANCE WITH PRODUCT STANDARD PSI-74, - "'�*'', - • A•' '_� K t": `'' A. WOOF SNl'ATH11�f; 1/2" OR 5/8" INDEX 32/161. I" I/4" 1a INSI6E FACE QF MALL �.'�' ": i , , s 4 qs1 l r• f I F , B. DECK'S 3/4" INDEX 48!24 T b G I + 114" MAIN 5TEEL 6EAh15 AND COLUMNS ' .t l y r'"=`� yyY (I C. FLOOR r�i:JD 5/8" INDEX 32/16 _ t ,t ' ' . . . ' . , D. ylALLS 1/211 INi)EX 24/0 3/4" + 1/4" SLAB TO TOP AND BOTTOM SURFACES ' � I ` ' I t, �;''' , . ; VA Z. PLYWOOD SHEATHING SHAiI BE LAID WITH EMD JOINTS STAGGERED, E. LAP ALL !SARs A MIPIIMUM OF 36 DIAMETERS EXCEPT AS OTHERNISE NOTED. . 1. ` - . ° , t lr) 3. BLOCK ALL WALL- ;NEATNING MlITH r x 4 FLAT BLOCKINfI AT ALl EDGES. � • 4 ' "a ,• , ,•' i A :, . A% v . ' I no ,..,r�� 4. NAIL AS PER SCH�JULF AND DRAIJII'IGS . . I �� __" 5. LAY OUT1 PLY',FOOI; TO El IMINATE ANY WIDTH LESS THAN 1 ' -0" - ' A•,: , K " I +-A ,%�� . . I f• •. - / lf; , ' , 1 "' . 1 , 4i • 1) � " - ` °, . . ' • tt 1 � '� 1 . , r 1 f 1 + A� `. 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II — I(o d �?E.►J til L r b z ►,.A��F s of Iv .y- ��L 1�C �j �:r�,c,r1FjC IZ 114 i� Gh!© GE Iz 1 ! 1 -�7 �! ..1 r c F(.A M I K Cs C04 LA�T III FIC. G['_cr �- �"C�t 0 r r I - !1X I f E P_r.l I N r� �f.1SuL•J,T�G��� �1�,'�r i / 11 i II L.JALl I to i LAZ 1N Imo ' A. { EG( !c>r.i� �I I AN f l � Ill Illllll II II III III I Ilillll III I I Ili III III II III III Ill Ili III III IIIA I III IIIIIII Ill III Ili Ili I I Ili III III 1 I I(I�il) )Lill 1 IIIIIII IIIl1l1 IIiIIII IIII1 1 1 � 'I �' ► � � I ( { I � I � � � , � 7 I , I � � } I �j I { lb _ �_- 11�_ I 1� • -�- N07E• IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN _ THIS NOTICE. IT IS DUE TO -- � - J THE QUALITY OF rHE ORIGINAL I— tE Z 8 Z L Z u 4 Z Z Z Z I Z Z 8 T l LTIl TTL � I Z 1 �' I; � iI , II IIIIIII�II ilillil lI1lllDRA"' IIIIIIIIIIIIIIII IIIIIIIiI IIIIIIIIIIIIIIIIIL .•itl��I119 IIi IIIIIIIiIIIiIIIIIII �llll I flit I IIIIIIIII{iIIIII I �1 i T� w - 22 ' x. 090 . ;.1 r * 1`�► rI 4«. ,,,„Mita t:t,iirt711.'at, 7'1:'�A� �• 1e.►�".+sjl,'Y r +A,'f1. rte'; p �. ; •t•,.T• , • • • i , •. , • , , } ,•k N . ) . . w , ., , , • -.•.n •yr..q - \ . "'!", , 46 4 it T•• w b Taw a/►I4M'�q�r/�wjA1AS7w•.'�T•o.M.Pf�!f�74: ., -r•�•'v �f�. r�+VT■ Aft 'I rf t_ ,� l CONDOMINIUMS r • r . ,� ,• '.�, S I' t ' 1' , IE r ' ORfjGOM , Chtll�e 0140 0 °~ON gig 1� t o 14"01140 so 00 Oft lop WvwW"t � , r NMI" 14: - INTERIOR D00a5 TtiloitK 1 w �Mrl Sect loam A - 40 grade S I aft. 1411twe rs s ►art(fats , bad bricks - +, Sot t (on A - Interior Dots r s theitige, orders sU l l M wised as the ewW* owns W after w DA1 f I od i h 1 P"M 144 •11 tows rdtp f 10VOrt hr on-grade l b► flooring,oo r i sp>� 0 ng, teal ys • 1) Prayide all interior doors as sholr,aT of type , size and swing per drawings GENERAL CONDITIONS the sslnstTUtt)e* detftlwetats. #A* to erres*e omissions, tlst►terill rlthortoges, pl{st�os, sactorlar f�IfKk 114"Int, ste►s. .entry Atopps, and other exterlvr and specified herein , ccsnthsiete in place , tested, with ali operating • , Nobat Itutlals, etc. cm-grads- S146s per p*. harkwra. The Estlamat1M sad Purches1n0 6"rtstewt of Tuteletin Oeve1apownt Canpan 2) Ali on-grade slab f1oorring will be pow ad it,ve1 and try* with respect I RtVIEti AND ACCEPTANCE OF SITE PIANS AND SPtCIFICATIOOIJ will be respmsible to veru the 1 � � to the specified rah per plan. Passage boors Hallow core flush with y cAen�l► ordier request for Cost I* erect t b Birch Veneer • - � �. a j"'+'�""• with the subteen t r K t me.. It will be the understanding of the owner, Tualatin Devet 'l=i $ Cornpany 3) All en-grade blab flooeltI4 will be double steel trowled and free fro* Bi -Fold Closet , Laundry , that the subcontractor has cc•npletl reviewed and has accepted all coo- The CanslruCtion &*Witteent of Tual*tln be>•vel s or hollows. Linen , Entry s Welk- In + Y p eptllrn t will! be responsible sipa►s 1`1• f er b'w Closet Orx)r s structlon documents (plans, specifications, scope of work , etc. ) and the lsumu* of the C%WW order to the effused subcontractors. 1/1 louvered wood 4) All 1 nowt re t o shell 1 b* alt hie r Pocket Doors proposed �rojsct site et �hs time of old submittal . plreall,ced or transit atf)drled with • clam- _ preaslve strength M 2Spp pied ( , at 28 days . core with i „4 AVAiLAe1LiTY OF SPE- CIFEED ITEMS - S) The subcontractor s1►all be responsible /or proper staging and placement �--� d #kilt Entry Doors 1 - 3/4" solid core f lush with 'i ' Subcontractor will ossify prior !to bidding tAa't a( l specified Items will be of All bolts , r;onnectors, anchors , a►td other relaters Aardrars. Sub- '� • evAllable in time for Installation dur'lrtg orderly and timely progress of work. a canlraetw will protect all concrete from prMyture drying, vandals , lurch Veneer ( 1 hr rated with X DESIGN SP'ECiftLATIdMS /reeale� , And harmful *#facts of ++leather, 20 minute •jambs) Install with ' in the event specified Items will not be so available, the subcontractor will it self closinq hinges , unless notify the Design Department of Tualatin Dewslopment prior to bid 4) Concrete shell be ■srck"Isatly vibrated sufficiently riming pour to - otherwise rusted n plan rLIL_LY j i�rE�t.or�cltl,� 1 •fable i s s ton. , Of'r1ilON 01 : OMIT assure • towslstant howogerwes mixture throu9horrt . 2) Doors and frames to be Pref inished to warrh f finished interior millwork. ` std throughout project . All, costs of delays because of non-ryvallabllitr of specified item, when ,such 7) Exterior steps will be CaPstra ted with a miniquo ►S" tread width and delays could have bean avoided by the 0,ubcontractor , will be back charged As DIVISION 02: CONSTRUCTION OOCVIENTS a maximum 61" riser Igrght . necessary without any additional tat: to the owner . 3) Provide ill door hardware as specc, itied In Olvisin 38 , Section B, herein . V) " -` Sactlon A - Divi ) Engineering t Site OetrelopAtnt 4) Subcontractor to supply ccwDPlPte color and finial', samples for selection to E) s will not exceed a utaxl the Desi n V ,�,�STITUTIONS C� SPEC IFIEO MATERIALS Rw"1) � slope ratio of 1 . 15, g Department of TuAldtrn De Co. , Inc for approval prior 1) Plans and Specifications by to Production . a } Proposals for substitutions of materials , equiim*nts, and methods will be Z) towurcturs) E Intlarin !y patio, and walkway surfaces to be ex M ti Y� 9) All exterior posed aggregate with considered onlywhen such proposals are act - ,r If'�(i etwxv coat strface finish. P accompanied by full technical data sir �' Dole Nailer I�nsitwters r and other information repuirtd to evaluate the proposal , _ t�1 _)F. DIVISION 15: GUTTER AND VE.NTIIATION -7 �o 16074 S.V. tpke sorest Ilvd. DIVISION Od. OMIT ------. .- -- -- --- - --- �j • Lake Oswego. Oregon 9783 Proposals for substituticris will be submitted to the. Design Department of Section A - Gutters and Uownspt)uts Tualatin Deve 1 opsdnt Cmripany (30�) 63S-y�la DIVISION 09: FRMIIMG MATERIA 9 Pc „ )u S %hwn ()in the dra.ings and sL)p( ; f led `- ' ,. 1 ) Provide all utters and dat•Jns ! J _ • uper.,tlnq , Do not substitute materials, equipment , or methods specified unless such Section - Framing Materialal herein , ctxnplete in place , tested and aterial , substitution has been approved. 2) All gutter and d(-Arr)spout materials t(, be .6 yauGr galvanlzeci shoe tmt•tA Section B - Architectural Plans rz Specifications 1 ) All lumber is to be well seasoned , air on kiln dried of uniform rnc), Stu,r CONfE1CTS BETWEEN CONSTRUCTION DOCUMENTS - ccx)tent , fere of dryrot , twists or splits and sized per plan . 3) Gutters to be S' ' K' style fatiJ tv;:P mr,ur,t ,n , c, ran; „� truss l•, i 1 ) Plans prepared by: 9 t , rc•ctl y t i } s Should any Conflicts occur In ,Sr between construction documents, the order All 2 x 4 studs to be standard or better rade Coast Douglas Fir , All ` 9 g 4) AlAlI Rater ,aIs to be pr an real" t„r ,,,, , of precedence shall be as follrw,rs : Department of Planning t Design framing lumber other than studs to be /2 Coast Douglas Fir. All beaus Tualatin DevelopAent Ce,.,p6r / to be 01 Coast Douglas Fir, 5) Downs L 1 ) General Conditions pouts to be.. cc.,','It•c tt••� ,. I rt t 1 � e. 1, ,! , 15300 S.W. 116th Avenue 3) Pressure treat all Sills ' ., 2) Specifications Tigard, Oregon y7211 Plates , sleepers , nailing blacks , and ends of studs n 3) Scope of Work v an pasts in permanent contact with concrete . 6) Dawrs;.x,ut ', to be Inst., # I(•t1 , Ifpr plan . 4) large Scale Drawin-� 4) Al s (Details ) (503) 639-3101 I ' 4) Small Scale Drawings l lumber delivered to prujt( t site to be stored 6” above ground and pro- : teCted from weather . 6) Project Field Superintendent 7) ch"Wispouts to be always notal le.i plur•Ib wi ! h.,ur ,f feet t �) Section C - Landscape and Irrigation 5) Roof and wall sheathing to be 1" 4 ply D. F . C-D arade exterior glue plywood , Stctior H - Ventilation In any case, notify the Design Department of Tualatin Development Cor-;)any immediately for their consideration upas finding conflict and prior to 1 ) Plans and Specifications by: 1 ) Vent ail dl,pl Ian( rs , .', I sect l v tri v ' t r r P0.1proceeding with war 6) Flooring at upper level to be 5/8'' Plywood subfluor , nailed an'! glued damper Systems per Code {)!Jr,, pi t). Id ,n,1 brig /(cqullyd David Zimm rrwan , Landscape Designer with 1 1/2" iightweigOtt concrete over, Terra-Sol Landscaping , ltd . FIELD SUPERINTENDENT Tualatin, Oregue wclerl on 7) Provide �" D. F•. C-C grade plugged and sanded exterior h 1 ,,t J1l 2) Units to bre vented to roof vertically throb Interior tall framing and � a~� g P Y Installed tight tato roof Jacks, or between flour joists per roof and deck overhang exposures . Dian . Tualatin DeveIcistent Cur- ,a., will have at the (503) 638-3017 3) Al l vCr,[ 5 [o be proper ly f Id5l,rc1 .1'1,1 ( Au1Ned to pi event we,itht-r rnf i Itr.11 P G y project site, from start ze 8) Provide all fireblocking as required per Code . finish of tonstructicxl , a responsible f.uVrrintendrent acting as an Authorized - A, nt of Tua lat in Develo sent Cr,r,: J',`, . The sub 9) All Simpson Manger% shall use 16 Penny Common Nails y) A 1 1 vent Ing mater IdI to be gdlvan . /eel -,ht-rt mel., # . E „d ,,,,, tic,,, t. , bra s t� � P p..rintende_nt shall be on duty during a! 1 working hours. Ar.y instructions or notices given by him shall Section I. - Shop Drawings , Product Data , and Samples • � ' Wrnted to swatch material directly ad#scent . p+ have the same importance as If giver by the owner of the project , Tt,alat in DIVISION 10, —TRUSSES . fo e pevel )prnent Co -l-ijiny The project field super Intense-t shall be rrsparts}ble 1 ) Shop Drawings shall be prepared and Submitted by subcontractors S) Vert alt area Pe cI)ur nit cent n,,uu,, r , ,!; for general or,-elle supervision , scheduling, field tvt;rk authorizati(,�s , and s Section A Trusses ^ 1e. :F-,; , + c,:,t,1 e rand vers' ti �' AN pec ifically , but nut necessarily limited tel , the area; of wr,rk �,.•, I, a., ap,`roval of v^-,rk prior to Faymert of the subcontractor . listed: r �j 1 ) Provide all roof ; ru,SCS ctNnplete and in place , located and sized ser plan SUP-CUNTRACTURS Electrical e Trusses 1) Trusses 10 be constructed with pitch per glans . All subcontractors must raret ;.r for a; piovei of Tualatin De velol,etent C,>mt.dny Cabinets Subcortracturs are expected to be accomplished c•aftsmon of their trade with Plumbing ( If required by permit) 3) Trusses to bea' directly to top plate. of exterior walls , carr ;, Ian Tue CIVI ', ICN 16 , kcDijFING veil with 16d nails at e,ich end and tis. to to I ,wt,, l hurr ,, ane � e a reputation of being able to complete �rrrk within their spccifled arra to p p ate wits„ Cl ips . Sect ic>n o - R(x,f iny t e hlgnest ;ua ity of their ro- pre:t ,ve trate, 5ubcon! racturs will supply 2) Shop Drawings , Product Data , and Sarnules will be Submitted by the t, ivaIaII C' 4) Truss supplier to submit detailed shop drawings and truss layout approved t•velc�lvnrnt u;'•,�n rrr�,,est rtr ••renct's , re.prrsrnt ivr hfc)rk , srcuri : its, subcex)tractur with reasonable prcxrq,t 'Iess and in Such srquen;e as IL f'y J regi ' tcr�d enr. ; neer to the D(:r, ign Dcpart,iitnt of %21atin De',elopment i t, e.101 dew a•,.1/or bor-is as re-4uire,l, Tt,a1,,tI(, Gevelt)pment C,,•;,,,ny resrive•s Int• right to cause no delay n the SubtOrlt •a< trd work , work of the.. tnfher ) F�If t (b• �: , .�, , i,r, . ,,, ,•,,n.,�, , d •• t.V,r,Pany fc)f At'( r<`v.1 ! pr Ion tC, fJCr ICdt iris. , i r ) t t.t hI rd anc. tt, ve. , (h any subcnnt L)ei 'ctor u;,Jn work sputr to Sutlsf ' r!' ulfrr^C7t 'rfCF55 )r l.Sbr' t(: hr eneline-rre'd for t,.U11 !Me y a / to car murk of any other subcontric.tur . i5 P'-,r snt)w Inad , I (, prr dear' lull it ►cv ,t a' garage mono trusses attached C Prove their df,i I i [ v to VPI � work Sl,rt: if 3rd, 3) The s.Jt)Contrac to► shall submit Shop L'►ewrinys , Prr�duct Data , and to main building structure , which snall Gr desioned fo- driftlnv st)uw load varying from 65 PSA adjacent to main Structure , to 15 PSF at 20 ' out . MA ' klAl PR'I'FCTI�)h Samples to DIVISION -I1__ "RNMING LABOR � int• subcontractor v. ,' ( :e r 'til1y r ble I ,>r 5t',IOgfr d',d prott'ctIof -if Tualatin Development [re., n ` -- - --- i ) T>ie shin l M' prt1e W Y tS are f„ be. Vt• } , .r r1 '.r, ,,r,• Pit !t '.,� 1 •.tr• ' all materials and r,lu ilxt+r [ rl ,)tet t.) [ hr. ir r3ttic.ulAt livlslor of work , 15300 S.M. 116th Avenue Stet ion i► Froa,ny lel♦Ur unGrokP ) aich,s a Ard ti dll baa h, t:rrtirl , { 4 '' tela 1d1,4fOlUry , Ire.• , LIaSS A ' 1,rhr ' No: credit ()r Com e ,`sat .Or I t Tigard , Oregon 91123 I' a .r' li•wcd c,y Tual ,t Imo. Jrvel•,,,ment Co'• ,�ar", for rea5ors `c ttleo t u, la'"Ait• :.,a to ',andel ism or wo atn►_ r to materials or 1 ! Erect inter Ion and enter Ion wet IS So AS they are pt ryti , straight. s . er • 3) AI `''' irta 'es >".,S• o� ,lt.:,1 .rd st ' a;r.•,r d,, Cr t' .•r ,r,l_ ;urrr ' S equipment left ur-'t 't.rt' - te',. fp suocontrartor will respor'sll.,le for pro- A dtvlat ,rx, tO F,ldr, and 1 tart t L Ian Vlad Vovt I I la V th'n a t,, lt•ranc.r .)f I /8 ' In arae d •a•'� ;,� , 1a tact lir Inr..,j �;,t., , r , c.'I � � L , ar � ", ;r•' rr`,[•1 ' le• • � teat ion of r,itr,r ,r ! ; .1 C ♦ p, rtl>rme-d by otl �r trJ•1e5, ' , )VNEfr SUIiLItG c+wC'VISIt'hS 4) By subfrIttIrig Shop Oraw1ngs , Product Data , and karnhles , the sub 1 ) f ' a'"r' t bliss a 1L;" u:,t,t,�e , , uI- tt•( .. 1e,1 an( r tP, wenn 5' Jt15 , 4 ) koo`r In(, t. r„Idl ifs fids ;, tC, t ,'. .,n';p. ,�,,, uf .I, ►t,trt ' 4 . v•'•,r r.,,1 ' .loss f, r ! Instal latvanity .)l optional rved(cinc cabinet 4t ear r, h,3'.h) ),orr v*1l I ;,,!�,,, er i th, s Nrutlu( t , ---- t cuntrac-cur represents that he has determined and ver ifitd all to vaulty mit nIIT i1:ii � r,[ I `1 t)rve•l i',)Alent ( fcl ! 1 be rest, •'Ish'r mAterial5 , field meas,irernents , And field Cons! r . r ,'- , rrldted lhertiV rJt mill d,, So pfiL`f to t►k, u` te`ri criteria a Jbt. -•nf rdt :'J! i•., S..,iI,Iy t, T ..a „Ir 1/nvrll,,r .,••'I t. I'II '.11. , ,. , Vr(`L'('r •ll,t'►at ihnal fUr�Ct iCr` of T►r rr,l It'wlnr 5t a t c. neo , and thdt .vr I t ten w,II r,gr`t t u;,un c •',r in i tr ar:,1 pr ,t-” t . ,, r ,,,,,t � he has chtt:�ed dud cc)c'rdln.lttti t �,r, inft,rrytl,,n , �Nltalntd wlthrn ft,ch subm, ttals with the regui ' ements of the. M�• k and the Constru, tion 6) Colur to be ►!It,'.lan t Pr ;•. ;'e"r r,•n.,r•+ct t,, ,! , � , 1 Tfr,,;; ,rary Tc�llet r .ICi ! ity - - D(:c.carne n t s . 21 if'r1I,',r a. y water iJ�,llly tI,•' :If"}[ rut=t I ^r'' re.•.1 [', St•S tialtlOn A �, 1 ' - SI i fI ,9 it rJ••w•, , I I►t-A Win.. sees , P,, D(N rs r,;ht an,l i,t we.- r 4) 1er^ourary haat , as a•'•' rr,avlreti DIVISION 0 F'ERMtT; AND FFES 1 ) All SII .ii,,q w,nd,rws , i . xPtt wlrtdC,tv1 , .lr,ct S t ., be. ,, anis,,,. lairs„ ,s - `• " , 1 . ti'• " Iti ; Ac ;,fflCe with tt'1 :':•' (+"r d^t! SpaCe f . r Stv' JI)f of all — - - 3 - - -- - - --- manufALtured � MIi •e. 1 W f t)Jl ,,, n,N,r irlV { - ling i r Y d" , ac l a r I f„ I n r,r , .,- sc hedu l e art) zed pe i 3 . c egu,i I ;`tr I n• III.w , , r ng ) - CunStruCtion •. �Gur^d:rlS. Sect ion A - Building Permit E �' +r g Ser_ t ,"I A T••^ C_�. -J It will be the a ,r r• 11uir.y w' ^t1,4r� 11�� St► Irs 1 All l>• ' P' I ,r � .•i ret, (,, e)(n 11[7-0 ubc' tra'. I,,r � t•S;•;")} ,;.: , ' iter to prr,� Ide; d', a'i'l all neCr•`Sdr i I y Tualatin l)evtlt,{Y)renl t�" '.Ysr' .1 tCi ` ,�- y Y 11 It wi } be. the re5rcx)Sibilii cat ry., • r •nt , studied mdtr`rials , sl IIiF,( I,ihrr etc . Fired Frame• lOG •,e; ,e, �J rE•dt. lre'1 to pPrinrm aur] obtalr, asci pay for all rewired pent,its and yt,vernmt•ntal fees , on IF Sdtlsfact Ily conpIrte all wart. r v I a t v tel tt'•! II varticiler r�1vr51(in ')f PAC 10 IJ,_r.rS n t 4� •,rr IrS ♦ 1 ) Ia iJ E• ,. .,'..l '1f• � (�- i, ! '1 '. tf I ,r . of er'N• se ;,ruvlitd in the cc,ntract dcx(Ja!►rts . � vr( rl 51reClrir:c7 it the CJrS[ rl,:tlt.r 111Lt'r.r11ts frit• this Ir ,lirCt . if All v+I,.rit)wS t,I Gr fr,uLle r`Suirfed �`/ DIVISION U4 -05: OMIT CE] h A5'.1PEMENiS - -•---- --.w_.__�_-_•--_--. 3) All w � nduwS to be "Cur abr,,rf,+" finish per M, ' rl•1' ,1 Man,,/Act uriny , Irl# . CJ spec r f lCa; I ins Sr_ t I•,n 0 e,lcar Tr im �> Before ordering iny •naterlal nr Ctrf •�rT any act (�f wtlrk Spec , fied in tilt 4) t�rcl� itlr ter^peter+ GIASS JS rer,uiret•! per CI,dP . .onstruttion rlc�cu^lento , all st.hc')rt • act,,rs will ver . f and a r)rove all fir_ If s relative to their )Ivlsion of ,rnr � tot th s project . ------ -- - - ----- - -- -- - ----- r` a") ' ,• tar t I.Id, rt1 t'r r r � �— asu eme t rola Iv q w t r F IVISIJN C►f, CUNCRET f Fr,,,, idP SISI rdtJ ,Ir err r n E GUNDAT I UN It IS file sole reS )On IbIIIt )i � •:� •-� �'-✓ �," - s.• . �r'� ::i1,.1k-ft. ✓ (`� � 1'�...' `�T'L:' :'.��- rC �j , I ,t't ._� I I s y c the swocontract r tea not the fir ' 'ect Section A - Structural Concre!r 2) trlrn to be painted ; t'r :+F . , tii;,r : y1 , field suporIntendrnt of any tlr-viall(•n found hetween drawings and ac. ;)aI 1) Provide all concrete fuundatitx, walls , f(N,tinyb , and piers reinfurcrd • field Conditions prior to executrran of work . It sha # 1 be the assumo t Inn of Tuilat In Ur- and sized per plan . All concrete will be constructed so a% to not exceed dlmensiunal toleran-_e of ♦/- 1 /8'' in ally rneasurm"ent and pourei:4 velopalant Cur•nA'� i the! the � --, level and trot so as nut to t!xcdtNd a tultrance of ♦/- 1 /8" with respect DIVISION 13' EXTERIoP DOukS ' „) subcontrattc,r approves field ctx,dit tons upon the c.Jrttr►encAalan[ of work, to the speciLfed grade . """'-`�--" - -"-"- '- - -~ DIV_IS_IUN 1$ OMIT � .� Tualatin Develofmant Crimiany will not allow any extra charge or corrpensa- Section A - Metal Entrance Doors drawings Un account of differences between dimensions in ti - 2) All concrete furors will be clean well , prepared and supported . Concrete tionr!icated odrawings and shall he sufficiently mechanically vibrated during Pour to assure a con- 1 ) All cr.XT)IN) fuser entrance dcrclrs DIV ISI(�111 1g: GARAG_E__DOOMS actual field Conditions withcxJt authorization prior to start of work . llin be #108 •4----- - --- — -- sistant hoerogeninrs mixture throughout . Thermal-Tru as rsanufactured by Lake Shores Ind'Jstries o' Toledo, r;hiu , in aCLordance with nVnufacture.rs latest written spec i f icat ions and sized per i) Prtw ide '1'U" x 1'0" 1 /4 •,(tct lr)r,d) r t ,'re,, ,, l N„IrIllrr• wlx,,f, • •r n � ,t,� t {,,,iiia I aJ , :” ri 3) All concrete used shall be either prewlxed or transit mixed with a plan , garage! 4e.5 rn,,nuf,r. ;urc(l by iI •twftl; t �w>,)r C.r+I�.tny /l A; Urr•aar) car Pul.., l compressive strength Mb�t50 �.a. I at 28 days . - 2) Entrance doors to be equipped with Inswing style Illi with threshcAd and 2) kiors t', be installed with t(,rrlsion hardwdrP , 4) T hp s ub c on t roc.f o r sha 1 1 be responsible for p r riper s tb g I n1 and place men t c►salt I e t t IV weather i p pe d. of all bolts , conktecto, s , •► hop s . and -ether related tardlware , Sub- 3) Exterior of doors to be Ik, I ,Itr ,t , Inter iu► of dt), rs tr, pi,t! iv! one t .,at cif contractor will prolcaKt all cowt ►.',c, fr.,,n prennture *ying,anvandals , wtxod staler . freezing d harmful of of •naaf►r► h� Etcterkw of doors to be pointed pt r di vi s ion #34 DIVISION 10: OMIT ) - I NEW fir..- -......•.,,,.. III�IIIIIItI !� III�III� IIIII IIIII� III� III I�III�III�II1�1 I�IIIIIII � II►�!II � II1�!II�III� IIII111 11 III ! ll►1IIIIIIIIILLI Ul IIS 1111 I�IIIIII � !III !1 I I� IIIIIII�III�I Illllllll�tllL) _ �- 1_—� -- --it 7 8I I L• }lel 11 1 Z NOTE: 1F tHIS MICROFILMED I �------ ---- l___ _ ------_.__ -L - -- _- DRAWINu I5 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL III ���IIIIII IIIIIII�� IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIII IIIII�III IIIIIII�I IIIIIIIII IIIIIIIII IlllllllllII i ILII!I IIIIIIIIIIII IIIIII�I� IIIIII-Iu I-,�I���E�11I II�1�I�4�� � - -- . ►I_I N_.. LDRAWIN . TZ 19 L QT i Ii tilll 9 I 11, —Q ► S L l ,. ,• i IIIII►III IIIIII►I► III►IIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII I►II�IIII r MAY 22 990 FIrli OF! �, , .,, i•-.. .f .5 Par,,,`: ,�''q. • •,• riL , . p. •A' 1. If� ° '7111 t f v y 4 `'t S <� Y 131V. IAN 21 MI R N .r •.,�.. .. y h + . I •,r + 'tr' ...+..i.L...r.w«.......• _ 11' r , ' t I ♦ lr r .1 •`� • ..r.. ' ,( _ ' r ' ; " Nit Insu lat 111a� " • t ty. n r 'Sect ion %1ect ► tca1 Wiring EI ) • r r ., + • 1 . • w •' 1 ► Provide all batt type Insulation with Kraft backing as shaveron drawings RINi aM M 1AA1. COVdRTMC I �IMrtl�lill��8: MIRROR! A HARDMARE and specified heroin. I } Fruvide elt•t,s ricerj sytitern is shown on drawings and s Sactiti+r A Inttsrlpr /ainting Ssetlon A - Mirrors • ) pacified htreie , c 'nF+late in pla5;10, tested , and ripesratinq , includiny but not ner.rssarily 2) All insulation to comply with State Cc,de ice uir Iinlltrrq to ill %VIVICe , brra{►er I,,Inals , meter base , outlets , .witches Q emnts for application 1) ►aloe CO ►e Mll..�f~� „ shown on drawings . 1) 3/16 float glass mirror free of defects. . Irghts , hvlhs , r►n.r w� riny rryulrrJ , �,Pr St ate ar.j It:cdl Litdes . ' r 2) Colors to be selected from manufacturer' s standard selections . 2) Edges to be polished. 3) All interior common wall to be insulated with 3j" thick nnlneral wQtpt Oates . •" . , ANP nk_iRr ha sr i1j AMi ,,ren(! ' dnd Ij�AMP service . " 'F=r'�C•F= t�•l�:JnP!' �'rJ �t rJc.�G'�!'hJ urti�' - F�Ubw1 MOtJrI'I" ,ON raj[ ,r�, , 3) Kitchen and bathroarett - 2 coats seoi -gloss enamel . 3) Size and location lcxl per plan . 4i All exterll�r wail cavities tip be Insulated with Fiberglas Batts . V 31 furnlsn an•S In•.,tall All D1thrt,t,m �rr' 1 ,'1t.,►•1 /heat units, as required. Nutunr' �'ir.:Q err r.Ic, , r . 5) Vapor b.striers to be placed toward heated side of wall , b) All other rooms - 1 coat latex low shoed onaMl . Section B - Harowtrere 4) r.,,) {,iy ,-■'we lc ;rc. �,rrw , L0coterf Ire, pkin Section 1! - Exterior Painting 6) Use Fiberglas sl I I seal under all corralon wall and exterior vel I sole plates 1) Door hat dwere to be kwlkset Grec ion Roomw at foundation wall w ' fe Art,! nn. ,,,•, l .an�es , L,rr plan . 1) Exterior sidin to be stained with �. 9 f'T I l_L E P- Semi -t r an s W r an t stain :) IAn f t entry doors to be keyed w/t ver' keys h!•r unit • `�l Trim to be stained with c, lir i + r1 heavy body stain • �. /) Ccrrltrnun floor/cel l ing asse_n+bt les betww)n units to be insulated with 6+ Pr I� lr• . . '' , r, , , • c h,' hPs ,II yef and 220 v • mineral wnul hatts between f Icxrr ;;, 30amc circuit for jUists in a contlnur�us mariner eo as to • ht•.,t ,, , ,.. ion . nut allow Open vriids for round tranyAittanCe. "� .. . 2) tiding to be predlpped stained prior to installation. ' �) tit's r . ( .,r ,'♦ �s Is'e<• � �,vt •, ,t)t, Ib hrrCltl . 8) Provide R-30 Fiberglas batt insulation In all vaulted caillrgs . 3) Gars doors to be `) Provide grand roaster key accessabl• tt+ all curmtun foyers and all units. i1 1!) :. ' I ' ii rt •>w� t. r,��, s , 9� painted matching body rotor . �- Oel Iver to prc�l•c t superintendent t/t ^•_+ •-te,J 36 ibuve + sl. f I,�r e,Cept as per plan Sei t run C Plcwn- In Ceiling Insul �at run 4) Entry &.fors to be painted the trim color. '1=. • ,•ver vane t � e♦ and A, schen caunttr, Hardware ,.rr cath to be S) iia e et e s: : ;^ti' s be n,uuntl'U � , it)-ve fin + ',h f kajr . 1 ) Provide all blown- in telling in,i,ulat ion located r ir'r I. .. ' n ' 1 U,-e sInoIr i ret•j. r (gut it( 6 rear, cit each (iara,]e, eJi0:F � f, s Per (SiAn q Section t - Ha1I Covering 1 - 30" chrome towel bar sur tett mount I ? 1 Insulation to be either Fiberglas or Cellulase am0 shall have a n+inifeurm 1 A. " �wN t ) ti r t• w' , r I If 1.91 . '` t sly •t'' e.1'.ti `pi1 .1`•le • viler of R-30 &,-id a (ninirtrutrt depth of 9" ) loth well covering to be selected by purchaser aged installed `y sub-contractor. 1 - Chrane roll toilet tissue holder •• re.e•.�ed rmiunt r PreparR ail 1 bathroom wal is for wt►ai l ccvering. fPressure �) - ressure it Shower rod (at all tub/+hoose, enc -7 '' ' SBC E,'l►r;, g ••r l rvrh ,•,e• f • r..i t• , •\ 3) At I insulae ion LO ccxnply vel th State Code ketlui rer+,enti for appl ic•t ion Z) Stairway foyer to be wall covered, in rasscloth. Selection to be I - Obscure lass showier door ` •' ' ,• it I'r '. ll'r• 1, reel• t4.f r (rr ,•.., , ,.. ,.. C'+r'(,1Mtt• Af cl h;,PrArFj1Q l•.+..)t/•11 („' �An ',h(wvn On UI•�nS . 9 y tree s11 shllwer stalls) by T.J. '�U� :tANUMf J4 5 4Customer option bath hirdwafir d ) Provide baffles It eaves tV prevent dispj, sal trf Insulate . Mr , t t r i''r, 1 ti 1 ' t•c t i ,n ^ D)VISION 35: FINISHED iARD SURFACES Tub Shower enc losuf ► rax 7 Mo t st ter t P� �ttc t iris I e S ,c)a,ve► do,,)f %s ,v/t,h r rxrle f n ; - ,,r ,. ' 't �•. I.rI •r., ' t I,t' :n r •. ,^I,I,,' c' .in.: t1{,t•rAt:'!F , 1Ut_.Itec! L . . Section A - Nigh Pressure Laminate Plastic Countertops Ked icine Cabinet ,1 h,, . : ,ny I,,elted ,n tt 1 ) Pro,. de 55 ib . ru11 rclor1nq vaprlr barrier under All int('rior conc -ele A ( . ,,.. C,. .• ( ,}! s ,•I.., '. 'rN ,1' t.'r, 1 ,lr , a t)tt IC dreA . slabs ren .Trade , 6) Provide self closing %tiring) hinges at rat unit eg+try . \ �+ ; •t '' • s" ' � s • .{ ••oaf `' '. t,,' 'Pd '• ' ' ` t i r !.. t '" ti r,r�t.+nnd • I ! Provide high pressure laminate plastic counter tops at all kitchen taunter s and 1 I vanity tops , Per plan. Wilson Art and Nevemar are acceptable manufacturers ,; 11 ' t+• ,I rte f ,. I 1l Lap v. r utn of 1 , (Formica brand laminate will not be accepted) . DIVISION �9 _CARPET t , _Ir,A, v . dl` t' tt t•.tC +: ,.r„ t , r(1 t).lt I ter edges a n'Inln+ ' e,- t f t>ri I. (,,.. (r, . •�. _t 'r i .r,n i w.I t e r F r ' KI! '"g 2) Cul ors to be selected from manufacturer 's standard selections , Section A - Stalrwar foyer Carpet a i j 1 1 0:1t,tA.. .:, , ,f. ! . : t in pvr car, rt . I , r'rr•Y Idr t► r,•,u.jn I:uat of s," +re.l t;',,. 11 f 1r.tl 3) 11A full dock semens wi I I De el lowed . _ a s r de „f t ss;'na l t , r_c,tn;� :end f f tie ext 1) rov i cit- 1A JV- �L_ I' - �) 'l r1tC m' Itlt ji .• ,l,l� t , an',t aflhY' JI tUUllrldt IUr' veal IS h11 ,Jl a„t tr1 to I'th t,aC k ' I I i -er rlr i lAT11t2A.L Tc�r-L 1'rt plan • 1) Al l counter; )ps to 14avt edging. 2s Al lt,w t''• Jry Curnpletel r for 2) Carpet to it ir,Stal led c,vef ••U u! H.11r Jutr Cr,mt,i rldt tun pad .Y p t�, hackfill , c,.• t hF N :t's a rlfl- 14 , or erlurt! . Section B - Tile Backsplashes Section 8 - Unit Carpet �1 • « •+ _ 4 ` 41 tc• G►e Nuttr»e P8-8t , ir•{t,ted wit '• 1r,1n1et>IAto , , , aerial , DIVISION 1 ?. HLATING AND AlftrCITI ,�W1h , G ciwtr _•__ _ 1) Provide 2 rs of glazed 3” square ceramic t11e at all hackshlashes in kitchen 1 ) Prov Ide. equaI tune Serres carpet nwnufactured by Fvdny/HIAA. . AIR LG. tet,, ►•.�-� and bath. . 5) Locate, pi,5hb„tt,,rr at eht►dnce door per plan Ser. ficin A Electric: 2) Tile to be Maple Pattern Series manufactured D Holl Gilbert C-o y , q P Y Y mnpan ore Uel . 2) Coeur to be selected from rrwnufactureris standard selections . 1' 1 I ! Prpvstl; titter is3) Colors �J seaters in tach Dedrexynr complete, in place lors to be selected frcxa manufacturer 's standard selection. 3) Carpet to be installed river 5/$” reLx,nd pace , United Foam or equal . _ tested , and operable . 1) Tile to extend up wall to microwave oven at range , sE,�•'?1�: f� P'('NI �'r� l.)C?Ls • r� Sect i,>r} E - $ecur..it y system 21 Electric heaters to he ,\t ; ` with DIVISION 40: LANDSCAPING, FENCING DECK RAILING m femote ther ,,stat is Ctx,[r01 rix,unted on veal i , Section C - Vinyl FloorviIng and Base Section A - Landscaping Units to be sired by supplier .end location ver if ;td with Design DeparLrtwent , 1) All vinyl flooring to b• Armstrong Sundial or equal . Pattern and color to be Tualatin Cevelopment. Com an selected from manufacturer s standard selection . Refer to plans and specifications prepared by others. Company, at the t iritic ct/ bid subw•isston . N ter.... 1) �. Mecnu ,rc fturers (:f Srt.urity SvSte•ms Sha { I Submit pro{x,SAls „cat 1 inincl CyUe (,/ Sec : I cin - heat Fump 2) Sal;te to be i" rubber type of compler•lntry color with vinyl Section B - Fencing }yStrin (,erfi,rt,,.jnce , etc , dile.Lt I to the Des iqn Oe! ,ari tent , Toalat in ' DI It1pn,�rlt Ccrt^heny for r.evlew and ~elect II,n , 1) Provide through the_ wall Zoneline IV heat pump as teranUfactured by General 1 ) Provide tenting for privacy screen , trash can enclosures , etc . , per pia,s i.. ' Electric Company. Model MA38753DJA- with 6rIIIE fRAG45CT10 (Dark Maple) ' � . • � �. � � ., 4- I�1:a;_L- Gi.�� . :..•,,F 1`1� � i�'�M c'A�►N�-r, • a*- 2) Fences to be ccimstructed ;it siding, Applied to fvamrwr,rk of 1x4 tai Is r .•r OIV151�N 2: . PLUMbING harts to be located per Flan in rough framing c,pen p, ovided. 4x4 pressure treated O.F . posts . • r'e 1 ) Provide aiIp Iunbir'g sy'.trrr,s .i5 shown r>n pldn5Val ar',d spec tf iItd tie re ,n c.umplete a s tgat in place , tested anti r,I,)ej in GIvISII)N 28: GYPSUM DRYWALL 3) Posts to be. placed minimum ;O" below grade and suplx,rtetl by concrete . q , Per state and lo(_al c,ioes . r Section C - Deck Railing r• 2 Sut'(+ly fixtures per schedule . i ) All gypsum wallboard to be of type and thickness per plans and specified i Ys , Gal ion 1) Provide deck railing per plan. k. .,. , Water tieatrr r ? ) All ceilings [u be machine brocade finish except ©t bathroom% and kitchen . State t V?'or equal . 2 Starnle t t sink ex be hr f �6 1 NT IX7lM - - - - t . - . ;. "*y •r ~ Klt;hen Sink �) All wills to be spray Lexturect p DIVISION L G 'F ES CUTOUT Al ? I"x 4 ss s e I � ' except at t oomrrs and stairway oyer . - 10 Gage E Ikay XCR 2 21 y w�, c C •' - . ICi �'1 ! r A u 5 -3. -� i4 x °yl !4- E.'S'1'�Z.IJ � t---1 G c�t�tae .1_►r-. � 's" ) Prepare bathroom and 9[airvray foyer walls for waElcover. Settlor A - Purchaser Opt law Fixtures W � Water f. loset knner ,can Standard 12122 .448- gone . 2121 .448-Bog,e . ' S) Alt windows to be wrapped Witt, �) :,;�� -r'4�111 ', `�jeL1111) Purchaser to select fixtures for rzot,r-r AND ��lt'�Y ,.11rr� la�. Section D - Ami1 Box Stand IT, ►� FG Q ., ' 1 i9ht Ing supplier 's slwwrooer. - -- Lavatory CUTOUT Ifo American Standard /0476 .028 - 6) Ceilings at al•I lower units to have 5/8" gyps4on wallboard Installed over 1) Supply Weil box stands of type and location per plan. e Wine . OVAL SHAPE resilient metal chaneis (/Rt- I ) attached to flour )olsts . At arees with 2) Su94ested al'iowawces f0►' diniftg roan fixture is $100.00 and $40.00 for entry. r fronted soffits , attach gypsum. wall board direttlr to furinq, Seat � 'r ) , a �►-EC�Jr;'�-1G•Ia1J -T-,r> 11�lSrpLL A1- Pt)�-�ASEfz S i.�12�LY lot.j, r I40 Olsonite Plastic , color •7 �a g�f L�'-1�IND. ar - t o match water closet . FIREPLAIiS , DIVISION al� �. I ' •�9: 1tAfr0JiRY ( J,��, � pIVIt10M j): APPLIANCES Tub/Shower 0-6 b Dura GI f+. �-A{ ' 6 `'tu'''b �'�� Z-Hc�UR '�.�Al� ) �i'E�D t?U 7 t - Y Glass , � ) ) '1-'(F'C, h r� �C�L V L..lr ✓fL• EC�.�t�l.., color t;, f,l•.!ch American 1 All fireplaces to be Masonry sired per plan . iotaien A' - wi Idem Supplied upplied Appliances ,� "• Standard - dobe. PT ' r 48" Shower 5-4 or 5-5 by Ours Glass. 2j Brick colors to be specified by T.D.C. Design departmrn't. - 7 - " �.-`F` - -_-- — 1 schedule. appllances to be ' !fly Model year General Elect:rlc or equal per Color to Awns i can Standard match ► 0IV16i0N 30: -a '-i�lp �'1'���, - t Dishwlssher GSD Bone. �i �I NYI � •I►pssa t G � 3) All control devices as follows; 1!� Fr / I,•,.t• Oct." .t f. >„ Range JSP-2) ; -VIVISION 31 F1NrSM MATERIAL a en Utility Supply08-200 —_- .t:L f r,. - h r1 MicrVtWvT Oven KiT Z P1 0 leD-S - • Guy ti Gray . -- .l '— iE, ►,•� � lS.G > 610 t$ -- Tub/Shower 6 /642 Sett ion A - Millwork 2) Coles to be selected from standard manufacturer 's colors . N63 WS De I to Or _ � ""' i1 l 0CM Kitchen 1/ Delta. I. r .,. r ,:t„-., •, ,t - --- ---- , r� V C� 1 I 3) 1IIiKIiller/pryer units to be Frigidare i Lavatory +f522 s1F Delta. 1) Base and casing to be 2 1/L ” Col _ onial Wish '" prof I d• 1 ""..�.. L I�.t Yiil d All to be chrome finish .� c...0 r�`>'1� Ci / l > � -�`•-�+.... -" 1' I T- ,r�d -+► - 1 Q r c t'. � - Rd'' U��� ' , except laundry supply . r1iTN �It�115►-IFA EDr_oFS F T 1� �F FQ4-r1��1__ LX t�_r� � �• 3 3 z ; r 1V1510 rJ� vc_ ' •1 � �0� I Grp u- �i1 `� .� ____ D tJ � , ��"j� � --7 M . ''N�► I''� t' I�G L,Lj P1gi V G l ? h, :n —_ I I I 1 - .777r-`'�t b� r t ' e ,�DIVISION^. ++cLL--.--. 23: OM I•j�' 11�.6�Y i•)IseT��MC I h�. EI�C.N F�JL"�L - I iJ�"!'I�r.IC i�- "71`fal l .i/�N r� _A I l� - 'I r,•r, r., - R, .t• _..__ .— c it rT —S "(J for, f _ ego ti -F_r/- ti G•C� I , 1 D I V 151 ON 24- -DM IT 6Y FAP31•�11"_�7T'F:.� , E f1T.�, I r-i i-T ,11TH -1�:►�- --1--- ---rt- - }I1 I I - -- r - -- -- t, , 1 I I I -u1•'inuut Cry I lore ('. •r rl;ni t ,,, ►' �� w �,►.. C) �NI i? V-AI �'-(. r3r ,.:�►�lr7l -1�-. DIVISION 2 s: OMIT F K4 L J 4 C•�F-.T-� �I!a.F I i� .t:�lz. [�E_?`j"r(�� , , _ I t 1 7��a,, r ,.•r, . ' L U —•T....�..-.�..., ' [d•1 e'r t :.. ..lr. -r'1Tt'I' t.I . n,l l l• ,r,.,.t. [`N..t • ' 1 e I, • , ' ' , ' p. l'i�=l + IrtTCZ10fc'_ f�IL_1,, &XK_ �Fp r)iZ0 -� '(' �.`- . . t, t f I I l ,U�, .r Ip ' t DIVISiON 26: 10CERMAL AWD MOISTLAE /RoTECTIOM' ' f til fel_ -,i 1r _„ - ..�_ I F I,E%Lenl Dr,ub r �' r _- , ��� _ r t , r Section A - Rigid Insulation ��. •-r':. I �.,•:r ,fly -C: (, t;,� r�� � ) Vi`✓I�JIG �� .._ _ - Lir«t • G� 'r.{ i 1 I 1109mce, Licht Pe, Cla• , 1) Provide all rigid in u1 ti per .. _ _ - , ,brei ,r. ,,Tr 4t;.-- g >t • On• r p j all, a t EONnAOt I on 4' t r * t• , attoA r t is ' l t H an 2) All insul t0 Q011lpl Wi h Ste C04. p�M111ira0AMt.S for' Crf� �A __ [:,lance , inhl fir ole, -� �• �4� w. ., , � �; l ^�. shown on plane. r �� ) I 1/•��ir�F f” 1r> (� Dr � ,7 t� - - i 1 � ' + � ,a •' , , ; A • J t . l.- I t.tW �t<LJ 5f•I k/► ►'C. ►i'- i�.l l7'I� �'�F V > ► , 3 insula ' ' 'ASK F' AN 12._ r-i ;NTCV.IDjZ5 .� f-IAN1-� �.� 1Y - [ + - _ I : : knll 't . h1, :`;•' '( ; I . i / • + f 1 tion to Mva • lwurtt A . . .r f LAC�Cr �.Ic :iop Przr�wG �A--I VIt.F_L I u ttV r t,u C 'k:4, Iji•� :t I �' I ' I {,'�' J Mk t icknass of T; T`� >��Ca'�N I?rf ! t r r , `. t, J. t, �i . e ...•,•r � { E�t,14LJr .---r,--• ,.r I - _r_. {1.rUht W/grin --� � iwt .L, •:w � )r' .. t• �')� ,•• 1. • ',. ' 1 � y . f �./ h' ' ' •. t. � 1 ` (/� '.^- 'LSA'IV G,' 7 .,^+- // 'r � rte,.+ I ry_ I I t l , „' '• ` w" t,e 1i f'. , „, ♦ . ,, '�, �, , , , .r • ,•!t,!,1 .. -'1 'e 13Ci '',-I c..C�� r Y..�r,� F� �1� � ',n •'r ,I , r r, t, ' i • , �,, r • � 'J, r Pte. •1. , , I t �„'f*n '�•• ' ' ,t �- ' .. -J,-1 1-', - -1 -� �_�'__..--.�.____.� _ _�.. ,.( T, 1 •• 'j I '1I,IIj.",� , d' ,�'% �' • R• y• ���if • \L'� �� Ir, I. : - ,r,, L illhtol ler +'1106 1�� n�I �t� t,` ••s' I:�• �.' r ,'' 1`4 " + , • ' (• i1 " y ' 1 ,,..� ,..y. t. !Ir•►'. ,r , r, _�I,t•�' G Y ' NICKS y� y! '► 1 \ y,\. •r.l l derv• L V •• 1 1 ,tt� �' P r 1 ` 1 f' t 1• e y t , s, ,cal ~ r'r•tN i l i g►'tol ier ►1104 �." t .n • `�� T PlcesS -_ �'��•. rt 't,r j),f 1, t" .JAI r �,-•' , ,• 1 ',� .•, � - w . ♦Iy(' •, ,}t •}'', tr1,riw''�'1 y1. 't �, +�''•t (I'.jr,, I I LA-1L Nutont ItlKessr.e; ' ~ L i t i` frljt//��yi�fNt..� 7�,;,F�'r ,�• ''¢r' .r' .. / I ai' t e r:,i,. 1 I ! r"�'1^c t l •,t .� 1' , 4 'h' 'V�'i:.}( . -.,t '• ' , •� . 7 :i ij',1,�'d !'' , , r,t�" '+. •1 i --�- � �� t'�-1/ U _M. �-_.._ .. ` � �:`''1 �� 1• r�L),r��(•+;'.� •Jy .� '1/•• , • Iy 1 .. ' �! r welt l i9h (Sr.r r!1 PiC.,,beto *503 •/ 35 JM• v'1 , Ik�PIiI ' ' +'w,� j t1. �� d 'v.l1,/t�..,.+..w,■•i.•�'Nrf{+�Irl�l,t _ iJw N.F.S. Ct��ntr ��__ .-..�. � • • �• �,� t, 1� 9.; � �,, � �" �, p � ': 1•TTTTM , 1AL I � II,I�III IIIIIII IIIIIII VIII I IIIIIII I,III I IIIIIII IIIIIII I�IIIII IIIiI,I II! I!41 V III�+f IIIIIII VIII I IIIIIII IIIIIII ;l� l � llll � !II � � I � ��I � � IIll1�l LI l�1IIIIlIIIII� I IIIIIIIII�III I "'•"�"""'�'a'" .. NOTE: IF THIS MICROFILMED I 1 I I I 4 5 I V I I O Lei 9 _ i 1 01 1 1J DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ----.- .-- -- -- ---- -- - - THE QUALITY OF THF. ORIGINAL g Z f3Z LZ 9Z 4Z Z Z Z TZ Z 8l L I GZ I l t I �I l lTl -- 1 --I 16 19� L I 8 I S I ► Ef Z l-���f 1 DRAWING. ','. 'III I I' ► I IIIIIIIfIII�IIi Ii lel IIII i111111ll IIII�IIII IIIIIIIII IIII�IIII IIII�IIII Illl�llll IIII�IIII Illlrlll� , iIII �ullli�i illllllll Ililllill iillliii� il�il�iii << illlllll� IiIIIiIII IIIIIIIII Illilll�l III�IIIII I�Illllll 1 III�iII ,IIIIIII Illllllll IIItIIIII call IIII IIIIiIIiII �� VIII � II - //;T �j AYM 1990 move ,^ ti * r . w R •,� ;v • • . . 4. r,,-,«.y-• r t .v r► ,y. , s.� `+1MYi` 'r,�'� a 9 +t!' p ,r, e• t, ' f. t i' C „'.',•�+. ., ,, 3 ,+1! , ' '' '�`• " ,. 'r.' �!�►: FIT t I• l It RA NOTES - NAILIA6 AND COMECT10K SCHEDULE STRUCTU _L ___ _._ -- _ 141NIMlJM NUMBER OF NAILS FOR WOOD OLMOC45 • ' l 'VE Lt)f�US - .__ . - - - --- - --..---- - - ---(EXCEPT AS NOTED ON DRAW IaGSL- - - - - ---2 5 l B S. PER S 1. F T. - - - R }- - - - - -- -- ---- -- -- _ (SNOW BUILD UP LOADING AS PER SEAW CONNfCYION Cpl' 40N ' SNOW LOAD ANALYSIS) FLUOR---------------- --------- -------40 LBS. PFR S(1. FT. WIN0----- ------------------- -- ------U.B.C. BASIC 25 LBS. PER SO. FT. STUDS TO PLATES - ENO NAIL 2-16d SEISMIC- _-- -- ----- ---U.B.C. ZONE If 1979 EDITION 4-10d -- ---- - ---- - - - OR - TOE K11►Il , TOP PLATES B BOTTOM PLATES FOUNDATIONS - SPIKE TOGETHER 1ty @ 8" 0.C j TFLL*_9T•ION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF ?000 L135. PFR - LAP & MTERSECi IONS 4-lOd EACH Si;DE JOINT SO. FT. FLUOR JOISTS (ROOF JOISTS) (CEILING JOISTS) SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE BASK BID ELEVATIONS. Q Y 1 2. FOUNDATION ELEVATION - TO PLATES OR BEAMS - TOE NAIL 3-lUd 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL. BLOCKl4C TO PLATE - TOE SAIL 2- I0d 4 . r111. FOOTINGS SHALL BE A MINIMUM OF 1 ' -6" BELOW FINAL GRADES OR 1 ' -0" BELOW EXISTING BLOCKING TO JOISTS - EACH END 2- 104 Gi?Ai)E. , WHICHEVER 1,_., LOWER. BRIDGING TO JOISTS 2-10d ALL L)ISTURdEU S01L SHALL 61 RFMOVEO BY HAND OPERATION FROM FOOTING EXCAVATION •V CORNER STUDS 10d to 1'2" O.C. NEAT LINES. PX LAMINATED BEAMS 10d P 12 T & B STAGGERED `-j F BOTTO'r1 OF FOOTINGS SNAIL E3E `,TEPPED FROM ELEVATION TC FLEVATIOM AT 2' -0" HORIZONTAL 1�) TO VERTiCAI_ STEP`, OR SHAM BE SLOPED NOT TO EXCEED I VERTICAL TO 4 HORIZONTAL PLYWOOD SHEATHING 1/2" I•NUEX 32/16 (OR) �• WHEN APPROVE() BY TIL ENGI'IFER . 1 . ROOF SHEATHIRG 5/8" INDEX 32/16 ~ AT EDGES OF EACH SHEET R BLOCKING Y. WALLS Sd 0 d O.C . CLINCRETE� CAS-I Its PLACE_ AT INTERIOR OF SHEET 8d @ 10" O. C . v [, -`7r[L C NCRf:TE �N1�Ll DEVELOP A MiNIMUM /E; DAY t AHORATORY CURED COMPRESSIVE-CYLINDER AT bCAJNUARIES OF ROOF 3d ;a r+' O f 5T?EIIGTH OF 2500 P.S.I . FOR FOUNW IONS AND INTERIOR SLABS ON GRADE 31900 P. S. I . FOP OTH( R IONCRETE EX"OSEJ TO ELEMENTS 1, FLOOR SHEATHING 5/8" INDEX 32% 16 A MIiIIMUM OF 3 CONCRETE 1[ST t'Y INhERS SHALL HE PROVIDED FOR EACH 100 CU . YARDS OF Al EDf,ES OF EACH SHEET , BLOCKING 6 WALLS 8d 0 b" O.C. � t EACH CONi:RETE STRE(JGT:;, i YLir1UER', SF;ALL BE TESTED AS FOLLOWS: 1 ;a 7 DAYS; 2 28 AT INTERIOR OF SHEETS 8d 0 8" O.C. DAYS. AT BOUNDARIES OF FLOOR 8d @ 6" O. C. � ' 'F R!1 W1TH ASTM SPECIFICATIONS. NTINUUUS BEAD OF 3M4314 COi15Tk[ICTIUN AIIHESIVE TO TOPS OF ALL JOISTS, ` � - 3. CONCRETE. CYL INDFR AiIU TC .,• lrll, SElA[ L C0� U APPLY 1/ 4 0 CO 4. CONCRETE, FORMS , MIXING, PLACING AND CURING SIJALL CONFORM TO ACI MANUAL OF CONCRETE Rtf)CKI!fG AND PLATES I'01EDIATELY PRIOR TO PLACING PANELS . �J F PRACTICE , 1176 EDITION. AND SPfCIVICATIONS. 3. HALL ';HFATHING 1/2" INDEX 2410 RIOCK ALL EDGES WITH ? x 4 FLATS Ri EDGES OF EACH SHEET TO STIIO' , BLOCKING, , PLATES 8d (d 4' 0. C. AT INTERIOP OF EACiI SHT [.T 8d P 113" O. C. { LIGHT Mi !!''L PLATI CONNECTED WOUP IRUSS_ ES AT BOUNDARIES OF L H HALd r' 4„ f) I � rl 1 . TRUSW,) SHALT cTMls'LYl lilt—ii U.-.C. SfiANUARiI NO. 2S-17-79 AND ALL PROVISIONS OF THE -� j UE '',IGN SPEC IV FOR LIGHT METAL. PI ATl CONNECTED WOOD TRU`,SES OF TIE TRUSS , r , 4„ x 7, ll�' +E.:11 6" O.C. PLAT[ INSTiTuTE TPI- 18 [ACEPT AS OTHERW1SL NOTED. 1/2 ' lirF UM '}IJEAIH[,�G COARD 11 "A. X 1 3, ( •"1 All. TRUSS AND COMPRLSSIVL: MLMBER STAY BRACINr( AND CONNECTIONS SHALL BE MANIIIACIUPLD gl th ALL EDGES WITH 2 x 4 (LATS DIAi1!IiIU PT. uA1.4' , !ra1LS I, ALL STUDS, TOP & BOTTOP PLATES P. BLOCKING C" 0.C. �� BY AN APPROVE[) MANUFACTURER. F 36O OR WORKING STRESSES FOR THE U L �~ ;. MkME;E E,S �EfAll NOT F xCE E Il A 1.141 LllAl) DEFLECTION / 1/�" GYPSUM i�ALLBOARiJ 5d COOLERNAILS. LS AE�rRL1PRI1.iE: MATERIAL UNDFR A TOTAL. LOAD OF 4U PSF" FOP ROOF MEMBER. BLOCK ALL EDGES WITH ' x 4 FLA'S 6" O.C. t 4 Hill' MA.' JFAI:TURLP SHALL FURNISH COMPLETE ENGINEERING ;HOP DRAWINGS WITH REGISTERED TEM AT 'S ➢, BLOCKING 6" O.C. • a5 � ALL STUDS, TOP R BOTTOM PL E L ' PRI)F[:iSI�JtiA.I IN( INEER' S SEAL . SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND ALL. STAY BRACING FOR TRUSS I.OMPRESSIVE MEMBERS AND RLQUIREO CONNECTIONS. " GYPSUM WALLBOARD 6d COOLER NAILS /I? tTPLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER _ , 5. All COFJiLE - ION L BLOCK ALL EOf,ES WITH x 4 FLATS 6 O.C. AT ANY MEMBER Of 2000 LBS. AND MINIMUM SIZE OE PLATES OF 3" x 5 •—A AI-L `,TUDS , TOP 3 BUTTON PLATE$ R BLOCKING 6" O.C. 6. CONNECT ALL TRUSSES TO SUPPORTING Ml:MBERS UITEI 1-SIMPSON H1 CONNECTION AND 3 10d 4. TGt. NAiLS UNIESS OTHERWISE SHOWN. DOUBLE JOIST`, UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. OTHER WOOD CONNECTIONS . ___---- --_--. - - - ---MINIMUM SIZE ANI) 11AXiMUM �PAC,:NG P1.AT TC, CONCRETE FOUNDAT ION WALL , 5/8" 0 x 10" A. ROLT 9 4 ' -Ci" 0. '-. GvPSI)M WAIL! BOARD ANI. ',HEATHIIN1, BOARD PARABOLT- CONCRETE ANCHORS 1 NSiItI WALI-BOAR0 S),I CL 01JORM TO ASTM C36-75. 5/8" 0 x 8 1/2" 0 4 ' -0" GrP';1.114 tiNi r.Tlr1'I' UOARr? ' 01.1 cnNFr1RM TO ASTM C7'I- 74: _I GYPc,!1k' 1;r,� ; 1: ' ;NEATHItir, I;)JAPP SHAII P,E APPLIFI) I.1?;' `.T,!,�;EEdf.Ii E.N1^ '-IINT', I•'1' CA(, BUL1 INSTALLATION: PRE-DRILL HOLES FOR LAG THREADS 1/?" la BOLT = 3/8" 0 HOLES or � . 1• r 5/9" 0 BOLT = 1/2" W ROLLS /•, ,r f) ;Ct�`i/.1};''• •�:tii •TRIiCTURAL NAIL ;Ni, `,I 'li i�'ll.l - 3/4" 0 BOLT = 9/16" 0 HOLEc SOAP THREADS OF LAGS IMMEDIATELY PRIOR TG INSTA[ LANG 'AITH WRENCH ONLY . ' !, r)NNE.CT ALL REAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF 'MEMRI-R; . I ! r,i I RN WOODS CRA14 G TO �•� 1N11,',K'' Wi .TF R"1 i 11'1E!E j= 'rF A1''I , c•. , ' PROVIDE STANDARD PLATF WASHERS UNDER Hr.ADS OR NUT; OF BOLTS BEARTNG ON MOOD. I p •;. ` �(��;uE+ ,tip,, : r,Jl�', r . . ) L • ! ,till` ,.h, , -; r m • GENERAL �A 1 . ` 6ENERAL CONTRACTOR SHALL VERIFY ALL DIME,.SIONS AND CONDI T IONS. F SHOP DRAWINGS SHALL BF REQUiRED ON REINFORCING STEEL, TRUSSES , AND 'HAIL HE RFVIEWFD PF?if1R TO FASRiCAT ION. F)9;M' FL0011Z Sr[+,LL } PERMANENTLY ArTACHF.D i0 WA! l. PRIOR TU f3A KF ILLING AGA1'I`,r �� 1 ) h 1.'� • c T}EIS STRUCTJRL SHALL w. A�n,)ATF[ i uRACED Fr)k WIND OR EARTH!)UAKF. FORCES UNTIL THE - r ROOF Ar1U I,AL L UN l TS HAVE BE EIS PLRMANENTL Y A f TACHED THERETO. 1 r r,•t E h 13�,, • `� . AL 1. CONCRETE JOINTS SHALL SE ROUGH TEXTI;rtED WI iH X KEYS AT CIN]FR OF WALLS ANO _ SLNRS. iONTRACTOR SHALL OBTAIN STRUCTURAL LNGiNFER' S REVIEW ON DETAILS OF ALI. 1 1 oo; 1'� CONSTRUCTION J')INT; PRIOR TO CONSTR, JCI ION. (,Yf'SUM WALI .'iOARU iS USED ON' THIS PROJECT FOk BRACING, % THC STRUCTURE. . CONTRACTOU f0 PRLwfDE A=VAY'E_ BRAE INC. 11,NTiL ALL GPYSUr1 ;)Art 1 DOARD HAS BEEN APPI. 1 1) AND FULLY I •r,! ; 1 i l; % �,., X111 I I I. U. O I UN(RETE REINFORCING STEEL ., ti►/'� 1 ' �' I 1 '.• T 1 . AI I REIMFwcINCS STEEL FOP C014CRETE SHALT CONFORM TO t r ogCJ '. i •Is. ,.' RE I.c.r• ► ,,. . ).e. (.. srn��JAR�S No. 26-a- ,I 0a ;(', l r' ';'. ' ', r)r READING Ali I I. x 4 AND ASTM A615 GRADE 60 FOR ALL.. • •') 1.'.� i'" ''). 41-1 REINFORCING STEEE SHALL Bf. DETAILED, FAHPitATED AND PLACLI) IN ACCORDANCE WiTH '1,: tir 11 l ki I uE _)IRF ACI DETAIL ING MANUAL 315-80. "pL , i �' ' "'' ► 1''•'" :.B. `,P!IA1 .i' rII ; . A• ALL REINF-ORCIN!, STEEL. SHALL BE ACCURATELY AND SECURELY PLACED. a' I ' , ►'j -...w- R. RF INFORC ING SHALL. NOT BE DENT OR t,1SPLA(,FU FOR THE CONVENIFN( E OF Q • 11• ', , , I ..,ir 1) ,•',1 :.I'll iJ1HER TRADES Ulvl_'E.SS APPROVED BY THE STRUCTURAL ENGINEER. r: . MINIMUM (UVEB FROM CONCRETE SURFACES TO REI NFf1RCiN(, STEEL SHAT_,. BE : �. 3" + 1/2." TO BOTTOM OF FOOT1Nr) � C� rt.� E . . 11 -F, .ISE �►1OW(r , �I; TFf , r.kION ul ' E 2" + 1/4" TO EARTH FACE OF WALL ','.,� '• ,.r � i i. !', ,;�! •,!i[r ., i '', r')�ODUCT ',TnrdUllk(1 n'.il• .': i%1 , 3'10 1 " + 1/4" TO INSIDE FACE OF WALL B• ,)E i.�.' 4 1'11F .K 48/211 1 x 6 2" + 1/4" MAIN STEEL BEAMS AND COLUMNS jpL r 3i"I(' - Oro ;1, vl!1L.1 '', 1 i'I,IE 74%0 3/4" + 1/4" SLAB TO TOL' AND BOTTOM SURFACES ` I PLY 100[) ;)Il 'Tr ;',I ';1;'II l+c. Tii? :;ITN END BLOCKS SrAt' At?E �,• F. LAP ALL BARS A MINIMUM OF 36 DI`ArETERS EXCEPT AS OTHERWISE NOTED T . F1LOC► AL1 �^; � ',..� ')�r�iNG 1•II TIE •i FIAT BLOCtt111G AT Al► f.D( LS NOTED . 11, NA i I AS F'F N „ E A"rl) DPA[)I:i6'', . ��. LAt i16T fLYWoul) 'IJ I. IMINATF ANY WIDTH LESS 1`1411 1 ' -0" . Q 1 - Au . 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R .1 ,' •' ,d+ �i 'I � � �' • : f • - 1 . ir* �, , .L f. , � ' •/' ,�.7 ' � � „A �7 'R i' ,i' C t . 1,. ,i 1 •' 1 t 1�'r Wlrtr A t +' �'.' !>' l 'l t' .`TKw .. 1F ti+. r , A !r �r ♦ , a. ..( , i , •.11, ,, 1rr, ; l' r�' �,r �✓1• �' 1 •t.• i,� s .Ipyi•. .. , •i ' ,, , ;? x 1 a T t •," I s i r .n ,4.. t .y�, ., ,' . , .' , •j„y,i WiKw ap to* OWN* OtN�11ArE. CaIA 1 T 1.4NS 1 ' �14i01OMIArIltst!M to orrw tl y�,,� 1 ` " " '+"; '1 eo •21 i ret er t er doors •a ahiurtt o f type pop ! '''�/r •, a ' s, .• t' _ , �_ 1. �. �� ...:fin' ., '�,t. �',Ip' : r14C.• If 1�td r t . s(oe wand srrlslg ► drawlatg� r s r �. •1n. c/M�►laote In, p1Aea, haled. with •If agrret InD r � • f 1 1 !' fls a 9 1 T 1 ,, , � �• rt• t � � � � •� �� �� �t �' ", 'tl�,•1*1>t� >>I'tp��>et 1laksa0a AoQrs I lei � r r �� V 't A F&CIZI �.1 ....�"�� �c ',1 t�M to tlMtt Et t.' ( , Nn sore l l la t►h with a -etj�il ,!�•, >r • , •, � '1 -; y ;t, � x kf .,' It vl f 1 tlott tE►e u++}Aliltstt+Mding of, the IprMeirr, Tualatin Level rl - t ,,. • , t , IL.' , v T ► c: tji�foid 9 C le,vot , Lawtdry. ,' • . E that the •teOtontra11refor has cWplatl revleusid and has a ceptad �c>l c Y ML W, � , e , � � � � � a!d1, lam: , s+trsrll �i l�''tiMli fro, riots llnlert►t, llretry a elk- 1n � + s ,limp t ed s T 1 caws AiIM� f w tat 1 A t rte 11 fMr 1 . f mfr ,, ' . 4 ttlkugrlrMe�ia s t rue t 1 eR dttcl>s�t s (pt a, spec i f i tea t I on s, scope of wet , etc. and the 1 titlttl�Uir t t tae the ,_ t' *` G load►! 'Odors ! 1 au ve r ei taapld t p ropeae0 o f ec t •rte a t ht t 1 ate of bid sutJm i t t a 1 .: . r 4Y All aceta �t �Ir IrtIM►Ieta1N1 0 R i � , • .. may t p Cyt, t t irr�afl+�a t1t lNMr l' 1 's. t. at ft$ d�1w 1 M1 ''#it it Cam tbeltet Mtto►rt ftl low dors flush with 1 1 Of ZU I• M 1�F4,7 1r 1 { ri. '�,y , •s� Obi' ,t v 1 ., Y .J`'f �' {•,�, ,+ :+,. :r �,e} ret , .. t _ ^'�` '1'; ' ' i 1•c h /bee x. ,.... Stilrtcx[t r ac t or will vert/ prior !b bidding dd i n that s l 1 sec I! ;t w ,fie 1 1 t► ,`�R f� Tho rt Il1K R�fN 1 11' 1p lA►b 1 1 t.;' iltper stteg l+� m p 1,wo,Ni Unit t tint car Oactr s " « r` y ii P I ed 1 teas. w i l l bis ,1<`ri a ►: dif R I-3/4 solid i d care 11wsA b►ti IIA , M"i l able 16 t I exit for I n t t s l I a t t an du11•I req ear de► l y aK►d t l este l y p r tag r z s o 04 tlrrrk� � '•:` > � " ;' Pry > '" r • ': �` pp�i t0, e t eA t i!d 4 1 illle 'f • Ittlrct Jrfi l rtDitMcl'�tbAt ► tttyr,>Ii hll►t*dl++etrttvitt�le c Veneer (I he retdd ME h .' •i r h re"Ito � t �` rete fit) Ittlritit 112 In the event specified Items will not be so available, the s on r r 1 { ►�� � .�.,� k � ��a E' �� off"1111 ` � � 241�i 11 with 11EIC t K►•o W 1 1 c .` � '�� tE�l�1� '` � �•` { { �s M� � +�, g ttl,'�O+ttr't >r ae t 1 oa Iati� MiAe)M:l, Mh 1 t rt a sumo 1 f v t -e Design r - r , " ..,. . s ' ;:,- f. �,! r .. .+' r y s pre Qetpa tweet of Tus i at)n Die�►e 1 t r +r 'L ape f► p r For t o b I d rt. , r ', ;, r + �, ,� ,� '�; 0 11 }�' S� 41►r , '. )3A 1 rime i; l y dlwr ' b , o t rte ra l a+ most e 1 "LAY 'Wbel i s s Lon. 4 g t d 1 61 t� 'er a#' •M 4 tt 'aa l x'c4trr t t}r . W�99ART K P,44° ✓` • 'i•.6 • .•• '� , y ,� ._�+ ,�4« '`.� ♦- p, -w x .1 _•.. . 2) fkoor` ao# trams to be refi1,1A interior Irlork W*od All cootf, 1 f A. R '' `:�X f �7 '�, •� °� P tied t 4 lac E ch finished 1 rM d i rr r 1 r w(f 1 A • " t ot t • delays s kecouso s rtori- e l l ialb c l i c f oc E d WV J6--iv o Specified f I i hrlttar4ho ,� Y a'd t Bert trfw�n A , r t ep such a � lar• 1!1 1 "�� !t M .�yy jj y / + w � �/ � 1't� ''fit'/�l'e� RI tar � �1•A� '� ���� �il�t� � delays teouli have been voided by the subcontractor, will be baric charged as DIVISION �t CMT Tl �' , aoecIWM ft" ri*0 iisE"y. � '+ merebsary without any additional toot to the owner. �"'�"'�"� � , ti a �.'. .�„' '`"' . . , I { 1 ;) P r,pv 1 Ole •f 1 *Poe !�r,alrwa r e s t •specified f i ed i 1 , < � i'e w Division v t s ovn � section oev •. herein . e i n . A) Subcgratractor to supply c �1 n/ � �i O/fit ,• � •' PF Y �M 1 e t t color 1 O/ an 0 f 0 n 1 sh " T) TI �E�IF�p tiro 0►1 S LectP��n A - Civil it ineerl N fPt• _ uwples for select bion to f i no" wil I I tarot t xtsed• a aro##err s$ " the Ae s el Department ,• a + Pec EC.a t 1 OAa ttY. i`"• ,"+' ope R';� t:t;. �+ M t rw�crn t a t T wa 1 a t i n De v e 1 . Development Lr, Inc taw approval 1lrinr ' '� : to production 1) Plans anal S tt � . � ') Al i exterior pet N. ori w 1Miiln �trr� f' Pro4<,shls . or ot►bstituli,;,r,s of }rwterials, equipments, and methods will be _ con 61drrad only when such propose;• are accompanied by full technical data r2. fr��J'�} -� +T]I '�G ' �l r' " ,~ • s 'f`, t; ' r isomr coot surface T �� to � � �Mrepat+l with and criher lnformet :on requirs:i to evaluate the r osai ! �1' y • �1 `s ' p � 1.F a ..' W C•�� �U f:tJ l.� ,�r 4 � �,�¢�'���,•, �,��'� h , �'� :.�,���° DIVISION�1 t t(>ME 1 GMEN R AriD v E NY 1 PG�I,���.p`J'i�r 'Is.f.�•�c i..i -77 Z tai �l > .lt.'; ��III�N dl V I S I ON 00; OM 1 t `��,�,-� 5�..�.� _ _ �.AT I oM r.el ubatl ( tted .o the ctyc at or r tutlgss will be subrti Design Department of � . Section A - Gutters Nod Ooerw�spouts Tua)e:t f n Dill V*1 CON&4 Cam"ny ' ; N+ { DIV 1 S I L<ip ( F E.a i"a" t % !1 ��, ' a °l4f w�^ - RAlf1 t+IC NAT R I , >?' ', $e ,r ,, °•plf} 1 ) Provide all gutters and ensue,sOnuty sfrrJe,wt un ► hie dra«,req+ and spotif;ad .t 't/7 . hwroln , complete in plKe , te�lttd and ,perat +•,� , t po not substitute materials, •'quipMnt , or methods specified unless such Slaetfon A - ft'ewl . , ~• r ^.:,� t substitution has been approve:!. ,. M ftte.r is l rf, '• .: 2) All 1 utter and downs w Sarcoid► S - Architectural Plans t Spec: ifitatlons 1 � fl pout materials to be lf, gauq• yalvanited sMetrwetal . CM, ICT NETV_(N J2nJJJK ICJ OC U,wtENTS ) All lUmbar 4 to be wanbl NiAsoned, sir' on kiin, arfed Of uniform moisture content , free of dryrot , twists or ,splits 4nA slxod per pearl, )) Cutters te, be $" 'K' style fsc. ia tapir ar;lJrreirectty to end err truss tails 1) Plana prepared by; Should any co+.flitte rotor In or 119etwean construction doCts>f►encs, the aider, � All 2 x $ studs to � standard ape bettor grade Cass! Douglag fir, All i) All IaAattrials to be prilwed ,on�a read' f,',r of precedence shall be as follrtiws: Departreent of planning t paesP y to t 9 M framing 1 uoibe r other O t e *Soft to be /►� grab t q"ISS fir.- Ill t i Tualatin Development CelcnpynY tats a #I •Co&$t DougIis P'(r�. S) Oowr}spout s to be cor,nec t e l d i r ec t i -f r r, t r.,r- t,A , s s r •vm. 1) General Conolt .�+/+s 15300 S.Y. 116th Avenue 3! - Pressure treat all sills r' ., 3) $copUWC fitatbans , platts , sleepers, 1 111 blocks and,ends of stulds Tigard, Aree,gon 9721: r'1 pouts to be installed, 46f p1 ' and posts •I rs pr•rosea Hien t c:un t u t -with C:o�r e t s. 6 Dew,w�s r Scope of talOrk ` - 4) $Pail Scale Drawings (Details ) (503) 639'-3101 4) 0,11 lumber Qelivtred to project site to be stored 6" above ground and pro- s) Sisell Stale Drawings _ ( i r'} G'jtct Field Superintendent d �Octad f, (weather . 1) Downspouts tv to eked/s natally ' GIS. ..' r,.,,,• f"f + sit ) Sc•ct. io/v C - Landscape and Irrigation '�) Roof and wall sheathing to be }" ` ply D.F. C-0 grade exterior glue ply%vod. Section S - ventilatic,f, 1 In any case, notify the Design Department of Tualatin D,►velopcaent Company r ltwnedistely for their consideration upon finding conflict and prior to ') Plans and 5 t p r oc to D i n g with work. pet i l l ca: m tan s t y d l+ .• 1 ) Vent all spplianct� , breccia r<I va 'rr ,. :,.• ;. '.,• Irl,,. , .i , r,+ 6) Flooringat yr 5�a" Q} r.,�,, pori leve] tr' be Plywood subflocr , nailed and glued damper systems per cone . David 11 ranee rraare/e, Landscape Oa s i g,wsr with i 1/2" 11 ghtuere 1� Concrete awe, Terra-Sol Landscaping , Ltd. FIELD SUPERINTENDENT Tualatin, Oregon 7) Provide J" D.r, C-C grade plugged and sendgd exterior lue 1 c, at all 2Y units,to be wAted to reaat veertically tkrvu/a b/ttertor bell franifto masa roof and dock overhang exposures. � P Y�7 Isrsta1104 tl#ht Tato roof Jacks of between floor joists per plan . Tualat' in ofveloi)eleAt Cwnpany tri I I have at the project site, from start t+'n (SA3) 638-;017 j) At 1 ven[s to be property flashed and ca:�lkr•d to prevent weather int i Itra i --'-•-. -_ .. )3) Provide all fbreblotking as required pit ` t on, finish of cunytrtrctlon, s reSponsltlt superintendent acting as an Authorized Com. _ tt A9eent of Tualatin Development Ccx�,trny , The superintendent shalt be on duty 9) All Sintpseofl illaargiler# sF>rlP use 16 P,�rurty CttIIMIlIt11� Its 4) All venting material to be galvanized sheet w+r:tal , [>• _ pt7std sur}acts tom,, be during al working hours. Any instruct ions or not ices given by hi,n shall Section D - Shop Drawings , Product Data , and SaWles Allnven to match material dlalvani adjacent . . 'e- have the same importance as if given by the owner of the project , Tualttin DIVISION 10' TRUSSES Devela,ialent Cr>r,�ny The project f itld superintendept shall be- responsible 1 ) Shop Drawings shall be prepared and subm4tted by subcontractors - Sect Jon A - Trusses s) Venl attic area Errrr code «ith c�nr :n„u�S r , dge eencs and eagle end vents ~ Z for general on-sltr supervision, scheduling, field Werk su:hori13tio•,s, and spe:eifieal0y , but not necessarily lirmite/ to, rhe areas of aiaal�rk per plan �1 approval of Work prior to payment of the subcontractor, listed: 7 000 11 Provide all roof trusses crmplete and in lace located J•.:� E SUS-COTR.ACTOOS P sized qtr plan . t � Electrical 2) Truss.-s ` "O°�� Trusses to •MIs CCIn;trwittted with pitch per plaplig. • to} i O All subcontractors Itk,st meet prior approval of Tualat in Developament Company Cabinets C Subcontractors are expected to be accon'Iplished craftsmen of their trade with Plumbing (if required by permit) 3) Trusses �r directly to top plate Of .t>Wtlrld11`114 ► tll�/s par plan. toe DIVISION tb RC14f1N_G ^ C � a reputalicx, of being able to complete work within their specified arta to nail with fire malls at each and and t.jt tet.tssp plb� ,.rl.sti meEal hurricat'rt the highest quality of their respective ! ride. Subccu+tractors will supply clips. C PP Y 7) 5fap Drawings , Product Data , and Samples wel l be submitted Sy the k) T•y� sotpplbar to tlublm= l cletsiPend Sect ie�r1 A Rcwf my C ' to lualot in Development upon request references, repr+rsent iv. work ,' securities, subcontractor with reasonable prorwptness and in such s shop d►Heirs and truss la roved sequence e a s 9S layout app by a ►tgibtered engineer to the Design Departr+k{nt of Tualatin Development , . and/or bc,nQs as •rquirr-d, Tualatin Dev�iup,mewlt Ciur,pany reserves the right t!S e;,euse no delay In the subconrrecteu i.�rk , work of the owner , r 1) Q001'If>� „U bti Z3�, )b. d;ez"�6Lr �!„>ND s �` oruetany for approval prior to fab► icaltion, ) re,sse. tc be engineered for e00rlI as fran'jactured by Bird and Son c,, to re ItCt arty lubccx,tractur ,upon failure t0 satisfy re"luirtment necessary to or work Of any other flJtrCorntrlCtur . - rova their ability 1 i t v to selow toad, t; 'PSr dead load except At garage w+no t russtas aCe[achr_d -• P per f or n Work spe►c i f i rd+ , 3) The subcontractor shall submit 5 to "elm building %trl.}tturs, r•fhich snail tit designed for drifting snow load C tic Shop Drawings , PrCxfuc•t Oata , and ver ! fran 6 PSF ad scent to main structure, to 25 PSr at 20, out . � C eo MATER IAL PROTECTION Samples to Y n9 5 J + a• 0:VIS106 11 : FiWt1Mor lASGR � C0 The subcontractor will be tf{tally rtspons -hlr for storage and protection of T{aala, ln Development Ccx';pany -�� 1) The Shingles are to be delivered to pro ect site ,n Section A - f r alder t ng labor 1 r►a n ,f a c t P e r u r i g i r'a l ��•.• 4 o a materials and equipmc')t related to chili particular dlvislcu� of work. 15300 S.W. 116th Avenue unbroken package and shat l bear Uandorwritar s Laboratory , Int, Class 'A' lair} T af* No credit or ccxnl,( resat ion w i i I be allowed by Tua I at i,1 Deve lopimisot Company Tigard , Oregon 97223 0 ¢r for reasons of theft or damage due to vandalism or weather to etateeria.Is or 1 ) frect nterrior and exterior wetly yo as they are ohxy� swat r,t ' ' re .;� All y es ►rust be a plied in strict accordance r,, th ,r,arufacturer 's o" Y g 3) Shin- 1 p as equipment Itfi fIAIS a.,id . `he subcontractor will ^c: responsible for pro- Attention : Vlad Vovtilla a:vlot }Cn to plan , and sowre within a tolerance o* 1 /a'' in an* 0 rx", cif, . latest printed speclf ,catto^ by an authorized installer . ttetitsr1 elf materials and ellUk pCrfurmed by otteer to ales+ y 1) irarwer to allc7w a ill1" „unvbst=-acted clearatice between scud,, r ;. 4) ,* Roofing to qualify for Protection under I ' 4) By submitting Shoo Drawings , Product Data, and Srwptes , from sub- finenufactuPer 's 10 ►rear warranty fob UVNEIi SUPPLIED fP41IiSIOWS leistsl- latinn of 09tional medicine Cabinet at each bathroom *0I1 a,1 ,,( ret this product . � contractor r coop r e se re t s !hot tab has de t e r/r}i no d an l vis r i l l td alt ; 1 materials , field measureumvits , and field constructecw', criteria to varsity /tlirr,p, , Tue'atin DevelopMnt Col-pan, well be responsible fq► anti 1/►atntsln the related thereto, or will do to prior to the ;tart of work► and that 5) Subcontractor to supply to Tualatin Oevtle►pl►►,rnt Co. , Inc . rMnufactt,rea:�' s proper ope!rstional function of the 1„i lowing he has Checked and coordinated the information contained owl thin Isvch written warrant) upon c.cenpletirx, and prior to p4yfnent . DIVISION t1 . kffNLr0Y5 s ut>rre, t e a l s with t hie r eq a i r elrre n C s cJ f t h¢ ,Ire+: k and the C on s e r uc t i Bort' 1 ) 1 nm,pnr d r y toilet facility 0(X lower,t s . -------,-�- - ^. .�...,..�..,.. d►) Color to be Highland Bron , per rt►nufatturer 'S standard color selection, 1) Te+•tpurary water supply for Construct 1'.�n r,.:, ;�t ars, Section A -• Sliding Irf;ndtwvs , fixed tilindc.>'ws , patio O,csors 3) Temporary light and power 4) Temporary heat , as and of required DIVISION 0 PERMITS AND FEES 1 ) All sliding w'ndvws, fixed wleidows , and tks[ io doers to be alu,wln,,ne frame ns DIV M ON 1 ) SIDING MATERIAL 5) Job office with telephone and space for storage of all �' �"" �------ ----- g •k"itfavcturesd by Mei.lgard M,a^ufac.tu,- ir,9 , Inc , , or equal , per the cullcrwinq construction ctocwnents, genion A - Building Permit scherfule and sized per plan, Sect -on A - Siding It .fill be the subcontractors responsibility to provide: an and al necessary Y Y I ) It will be the responsibility of Tualatin Development C � JGr, In Sliding 't,f,ncicJ,ws 1100 Series 1 ) All titterior % .din to be 1! � 8 r 9 r f �r. ..r cerldr t,evcl adding, pL� rq'., Ifmrnt , tools, materials, skilled iahur , etc. requirt,f to perform and obtain and pay for all re uirtd y f ,xtd Frame Jt}3 Series q permits and governmental Ices unless Patio Urxtirs satisfectori y Complete all work relative to their particulir division of otherwise t�rovided in ;he tc,ntract dOctalsabnts . it50 Series 1) Siding to be Pre -stained pi tor to e,tstall,st ;e,n , wl:rl, specified In the co/tstructtcn doc,~mts for this project . 2) All windows to be 4ouble insulated . Q DIVISION 04-05: OMIT MEASUREMENTS 3) All windows to be ,Durabr0nte" finish per Milgard Manufacturing, lrlL r specifications , Section 0 Cedar Trim p•� Before ordering any material or pereforn+ any act cif work specified in the � lerann}I/ construct ion documents, all subcOntrsClOrs will verify end approve all fieldDIVISION- 0-C! 4) Provide ttlttaertd glass es required per code. 1 ) Provide SISYE grade or Dotter Western Red Cedar siding and placid per measurements relative to their division of work for this project . DIVISION 06CONCRETE FOUNDATION P . __._— _ :;� n�.'1'�•U ..��•Ks;, 1�h� L1.71.1ie'.-t"1 i1"� r It is the sole responsibility of the suhcantractor to notify the project Section A - Structural Concrete *4 ,, ' t•ht,., k'., 2 1r .y tr + ,1 ,,i,. .,' a,:.f i rt,� .`H r ,r tTh a � ' t ) IA to ►a pi1E1Rt1r per division #3,+. r find superintendent of ding devlal tun found between drawings and aGtUlr) 1) Provide all c��ncre foundation tills footin s lalnd A '' 1-` ' .• ��srr'' � .' I e e (' field conditions prior ,to execution of work . q piesis reinforced � 1� ,u A MW sized per plan . All coneretw will be cons r plot +�aE+. 4e t amore SA as to ,� r .. exceed disrensicanal tolerant! of ♦/- 1/$" In an r�'"' x •a ; ?T lr:' AN R�� It shall he the assumption at Tualatin DeveloflasNlt Company that the Y }+M'*sureawrnt and poured :�� �.t,t;�, .Si;;r�. ,;r<- '�' �. - .• n, ",�'r ;r�< +��rt ' •� � _ .� •r subcontractrir approves field pox he comswnncassen wrk+ level and true sin 6g not to exCeed a tolerance of y/- 1/611 with respect: DIVISION 1 ,t ` `x, �.,: ;,, . P. a car,di t tons u t t cA to the spleicifled grade. �X'1'CM1bR AODA3 �j.�� Tualatin OeveloneNerv>t Company wi I 1 not al blvs. anyextracharge -- or n - OIVIS104i Id: OMIT eearlpe t►a A - 1 n ' + �� - � x`-= �. • _ . Metal 2 t rahce Doors �e �� ,-f - ' •� , tion on account cf differences between dimensions Indlcatesi on drawlnps and 2) All concrote forms will be 4. 10" wall , prepared and sM�orted. r actual field conditions without wthorizatlon prior to start of work. :hail be sufficiently +pschanically v likrated during ~ s l a t an t no g ! f t o assure s tJ,r e a r oe.- O) All c omrsmrw forty ; . . ?)' 1,�'' I pN OARAG' eAtrance door% i to be 02"I U�VIS 1�: DWRg -NttttN SID homogenous /wi}mtwrt thio cut , Thenen-Tru es awrilifpetl4red by Lakc Shores lAdus'tries of Toledo. Ohio, in accordance with lw,i}nyfalcturers latest wrltton srpec i f lcat lops and si zed per ` lI Provide 9'011 x 710" 1/4 sectJanal overhead Ik-oWghten wcxldi,re in • lush panel N I )) All w/K rete troll shat I Ithtst prrepalxls,d orf tnttait mixed with a plait, gage door as rasnufactured by Crawford Door Company , r' 11Yl' Ore aompresslve ttre++gtlstom , c- equal , O ,�.1 . at 2S days. , 2J Ent"Ir" doors io be "uipfted w1ah int wl' 2) Doors to be installed w' th torrivlon hardware , 4) TPy aubcowtr'tc.toP shell be reepowsl►lee for Qrd�r ot>;�► 1 � a9 >u s slit with threshoid and - 1 . , Of Oil recoils } no wd p l acawent etctesp l,ttt l y versa 4he r s t r i pt■sd• , +' a`"r ar « ceantawtlars, anchors , and Other related �#lrrt>Amre��, 3) Exterior of doors to be pe►intrd , Ir'terior of dcx,rs to Perceive one coat of e:eontracttsr v111 InotoCk all concrete f ow proaturis In t pool ' f rer►Z P n9 �A par�f w l effects e f racy t he �r 1. vs rile 10, ,t � a.l •ail `it f , s � �. : .rood sealer , s r • ;T �' � {',�!`/ a �J!^` -�Il e''S.,i t , t � QRt� M011�s tO StePointed per r 34, F ," . a 'DIVISION 2a• OM17 1 PIN I l l a l l l l t l l l 111 1 1 1 1 1 1 1 111 l ill i l l ( l l l l l l l l l l l l l l l l l li � 6li i i � 7 i � ► lil � I1 ! li � ��l � ' ' ' liol � � � � � iil � � � l � i�I NOTE : IF THIS MICROFILMED ��-- L 1 -- - -- ��-.1� — ` �- I - -- 1 L--- -- ----L� J DRAW11�, I5 LESS CLEAR THAN - ---1---- - - - �---- ` THIS NOTICE, IT IS DUB TO _ _ THE QUALITY OF THE ORI(;INAL T _. - I --I DRAWING. E Z tl Z I L Z Z S Z Z ^�Z - Z i G Z 8 i �l I L l I i i [ U [ [ i t I i ,8- - !1 �L �iiiiliiii � I1 ii it � Ii� 1� I►�1►I1► I►���1 �� �� �� � �� � I Ital iii i iii iiiil i Ill- AYM 22 1990 t -.�'ir;•�Rq-,.`!: ,q„ •Irt''°N+f•'�!f' '-" l • f • - 'i'K' rI`!'• , .,llr!►.i' �rl „�,�•''r►`'r. " .. , • 1 1 r DIVISION 21 : MI I R I NG (�__,.•,/Iy�.e ,fir s1117" t.�. 1 IVT t r,{� ; , • +alltipgll� --...-.. w.-.-.-.-„ - , •I�•,t Intel ' w ' • ' .•'.., f ' , I '' f�\ ' / • ( ', �„ I , r i, • r ,� 1• Y, • I rl r .► • r • '. • t I • ' tit "4. Sec tICXI A - Electric ( '• ate Insulation �c"* , • r• `�..•Mr , 7 '• 1 i r A '''''� a .Ji r ilia 1) PraviAe clrct{ il.al s SIc,T as flc 1) Pro•ltrfe all batt t.ype Insulation with Krieft backing Its sallollrn ' �II f �'► � �+� atttM s POc i f l o�d herein.n. aw Draw f c.gs -•-�•=-.. ....�_...... 11113 IQlA M I NA01L11 a HARDWARE t' Y shown on drawings and specified herein , _ coalplete in plaf,,e-, tested , and uprating , including but not necessarily inktri4w Pelln(1rr4 ~ Section A - Mirrors •• limited to all ♦; rice , breaker i,,,nrls , t„r.trr base , outlets , switches , 2) All insulfWtJon to comply with State Coda A % pa( r l lights , bulbs , and wirin re ui(e\I , shown on drawings. owe•t5 for application 1) Pa1pt t+ti be Antleritowo, Ar• 9 g PNt State ar•9 local codes . ilOdde or egwl . i) S/16" flloat glass mirror fres of defects . V Z 125 AMP me t e r h.l .e , .15 AMP c 3) All interior t e r i o r colrsrtton Iola( 1 t o `e i n s u l a e e+,l with parol ane i? AMP service. 2) Colors to bar 91014K 04 from �Wt►flufatturer' a standard selections. LiKfs/ .f' ►�1UJrrr arJ �trJVG'M!tJ tJP•1�, _pcLUti,� Mpvl�' pi ` �, 3�" thick mineral �t pet2s. 2) Edge; to be polished . ' 3) Furnish an, Install all bathrc>K�rlt „int /light /heat unity as reQuired. �/ All exterior w ' : cavitlas to 940 inrutat0d with FIb'Orglas Lets >) Kltehea wad batter rn o�lls 2 cwt s sM i-gloss enamel .. -, ' r r, utc,ne If9410 or equal . , 3) Size and location per pian. tt:' „ tv 5) Vapor barriers to be placed leeward Heated side at wall 1 , 6) All other roa�as - 1 east 1al•Aex low sheen marl • 1� V;•� I• • 4) cuspis sn�kr oetl•crors , Itx.ted ver Ian . Section • - Hardware „ P 6) Use Fibtrglas sill stal under all co�sn tw 1 1 and tx t e r i u r well( l sole plates Sec t tots~ e Exterior Pa i h t 1 n' 5) Wire and connect .+ 11 appliances , Ver plan , at foundation wall , - 1) Door hlardwere to be kwlksot Grecian . 1 Etltterlor 814149 to be tta(r'oed with Olympic saAl -trarls 61 Prov ide 710 v . c l rue I t for c lot hes dr 7) Camgn floor/cel i irate 'assegrbl des �stttleen ants to be ineulatad with ;� Trim to be stained with Olympic heavy hod laarant stain =) Unit entry doors to be keyed w/t►•I, keys per unit . t- 7- ht 'at ,u '• , Yet and 120 v . jUamp• circuit for y y stain l\I . t !' 'caret, ur'r plan , mineral wool hatts between floor joists in a continuous planner so as to �� �. ` not allow open voids for sound trunelwittarKe . (!. _ 1) llyht ti .turry as I , stt(.' In ptvision j6 herein . � 2) tldiM CO be fwt0lpped stained priest CO (n%talla . lon. "�`' a) Provide R-30 Fiberglas batt insulation in all vaulted ceilings. , 5) AI I 1 fight les and.S to GY '•Iounre,J jb" above f in, s'. t I .apt as �) iar&rjt doors to U palated Itlatc-ping body Color. 4) Provide grand roaster key accessab}• tc) al I co m).n foyers and all units . aVr !r' per Dlan over vanitlts and kitchen counter. Section C - Blown- in Ceiling insulatl(.sn Deliver to project superintendent . l 91 All r, tlrrs , e , _ ep► at cuurte• 5 ,end �arlitles Lou be mounted 12 ' above finish floor , 11) Entry tipors to Aa peiata>ti the tilts calor. " j10) Ir tel I S) Hardware at each bath to be .t 1) Provide ell blown- in ceiling insulation located per plan .,JN�ingle f ree►=t r clot ? :t rear of aeon garage, 1�11RG 1s - well Covering 'i� �� fGT.V E Sac t i oh C bt�v'tGEr 21 insulation to be' either Ftber9las or C,: ilulose and shall have 1 - 30" chrome towel ba. - 1 1 ) rr w' I r illi .I,,1 r1 ae ,� ,o, nr,e'r r I •, arch (Jar a,2e , sur fFte mount value of R- 30 anti a minimuil depth of �', v• a atiniarlal 1) loth Well COver(hg to ►o %elected b Section e - Telephone P1eN1ir ,•, Prepare ell Get1►rplofa Y pu+'ehaSar and installed `y Sub-eowtrattor. 1 - Chrome roll toilet lista• Molder - •recessed ntnunt walls for wall (covering, � --. 3) All Insulation t'a comply with State Code Require"ent for i - Pressure fit shower rod (at all tub/shuwrer enclusures) 1 ) Prtvidr S (ria ,r►„1,t shown Or pia;s, i appl'iution 2) Stairway foyer to be whit covered, In grasiscloth. Selection to be ' EtrrwlrrS lair ,,net crxr'p1etC rind VpNrable IIScaCed per plan . ' 1 - Obscure last shower door 1"y( T.O.C. ' ',''S OW-4 6iWjC 'W&A-(' g tat all I shower stalls) a I I s) Settlor ( TCI,_ vl +, l,,�, rrrr f V 4) Provide baffles at eaves to prevent dlspur :al of insulate . �- 1 Customer- option bath hardware . 11 i'rrl tali 1 rlevislc,rt i�rt`w; re Ntr un ' t c"ntvlete alit! operable , lucated per plan , Section DProtectionDIVISION 3j: FINISWED WID SUKffACES ilei alert Trrb/Shower enc lose+ r 0KNOOr dears w/chrcwwt frame 11 1'' i,vi ,'� ' C1•'atrdl tClr'0151(rn ,,r. • .. I 1 slabs SS ib. roll rOvfinq vapor barrier under all interior concrete frettion A - High Pressure Laminate Piratic CouatertOpts Medicine Cabinet eni.� per btlildiny I(�cated i►/ the retic arca. 11 E •,, n ! ri.- . isr r` prrwlr slabs on r br - - red ,i, rrt.l ly to this arltcnn3 . q adr. 1) Provide high pressure lawtinst• plastic countertops at all kitchen 6) Provide self closing spring hinges at Bath unit entry . 3) �'ruv151„n sr,al ' 1, - vanity tops , per -plan. Milson Art �•eox►ters and br �.rAe ,r (ututr i . v , cahle to r:fC11 „nit . 2) lap vapor barrier edges a minimum of 1 - &Ad Nevemar are acceptable manufacturers 1 (Formica brand laminate will I mit. W accepted) , Saltier 0 (k71,r OiVISION �9: CAAPET � ;��AP'�• (,li r iter• �t t i on E - eater F r oo f i ng •— _-- r 2) Colors to be selected froal manufactureres standard selections . Section A - StairwayFoyer " I 1'ruvlde 1 d(x,r � •„r„e �rtd y. Carpet push t;ur fon N••r un I t 1) Provide through coat of s r side of at I fOL41iat ion l ls- adjacent ltoreaathrjaIt I ; !Pound to the exttrior 3) Ilio full deck seams wi I I be allowied, - i l+Kate t_ nlnK• :,I;r Ind tranSrurmrr pCr plan . 1)' °r ov i de t i' 2) AIIowto dry campletel Y Prior t 1) A) l countertops to tiwvst •t�tcj edging, _ j (r,ifile to -he Nut(tnc rLB- 14 , or equal , o backfill . 2) Carpet to be installed over 41) c,! Hair Jute rombirlation pad. Section B - Tile d&cksplashes 4) Push button to be Nut:•ne 1'3-8l lighted with nameplate , lir equal . Section S - Unit Carpet � DIVISION 2): HEATING AND AIR CONDITIONING T -'M,--- -------------- 1) Provide 2 rows of glazed ,�' 5) Locate - `— 9 Z 3” square Ceramic tilt at all backsplashes in kitchen 1 ) Provide• equal time series carver rt►an�,,factured by Evans/Hlac.k . pushbuttons at entrance door per plan Section A Electric and bat41. t 2) Tile IV bs Maple Pattern Series manufactured by Holly Gilbert Company, or ental , 2) Color to be selected frogs manufacturer 's standard Selections . _ . 1) Prov ;dt el► ' rIC heaters in -`- teste'', anti operable . each bedroom cortrplete, in place 3) C'aior's to be seiectad rrrars VAr,ufactVfer/s standard selection. Section E 3) Carpet to be Installed over 5/8" re.bond pad , United Foam or equal . _J Security System 2) Electric +) Tile to extend UP Wall to microwew ge oven at ran , �'�%TIGf� �"'O1J1 Vii•• -� I�G�S • remote thtrmstat is coNathetcol alounted ori al 1 . 1 ) with S!ectlon C - Vinyl FlooeLq and east DIVISION 40: LANDSCAPING, FENCING, DECK RAILING ' 3) Units to be Sized by supplier and 1 ovation verified with Design Departmiant , 1) All vinyl flooring to be Armstrong Sundial or equal . F'ettern and color to a SoCtion A - Landscaping ' Tualatin Development Ccxnpany, at the t isle of a;d subw'i ss Ion. Soletted from manufacturer's standard selection, RefJr to plans and spteclfications prepared by others. ' 2) Manufacturers of Slecurity Systems Shrill submit proposals out- Sec t SCCtIOn 8 - hat pts system, performance , etc , direct ! 9 type of 2) 9450 to bre 4" rubber type o/ eomplawentrY color with vinyl , Section S - F y to the Design Depdrtmenl , Tualatin arcing D`vt'lopnlent Company , fear review and selection . 1) Provide through the wall 20,71ef ine iV heat ' Electric ec 67 ComDagy• fsode i OA357930�.� with Gr III!PUMO as 5CT+pied by Cenera t • 4 Ir•IA�� ��, (Dark Maple) 1 ) Provide fencing for privacy screen , ;rash can enclosures , arc . , per plan . • 'ate sr DIVISION_ a2: _ PLUMBING F1`)A.•� -� 2 units to be located per pian in rough framing r 2 fences to be constructed of siding, Applied to framewrr,rk of ?x4 rails and . • �A 9 Open provitfed. kxk pressure treated D.F . e 1 ) Provide all plumbing sys.[r.rns as shtavn on plans and s ;, posts . � � in plate , tested and operatnc pacified herein , complete h � , per state and local codes . DIVISIOiN tet GYPSUM DRYWALL Q e 3) Posts to be placed minimum 10" below grade and supported] by concrete . 2) Supply fixtures per schedule : - y 1 ) All gYPsuar wallboard to be Of tYpft and thickness Section C - Deck Rai l inlg " herein. per plans and specified Water l Ion �;,��,�, 1) Provide deck tai i i per len. C Mater Heater p ..� State equa 1 . 21 All ceilings to be Machine brocade finish except at Dathruorns and kitchen , � Kitct,en Sink CUTOUT i!I 3) iL GG'Mi�Otjt.l)'� C u +411 walls to ba spray textured ixceht at better ?`� F'E' tp ` ?!"x24" stainless steel •. EG:`.K SAf)GIi_t� .r. sink 20 Gage Elkay MCR 2522-3 dotes and stairway foyer. DIV�SW* 36: _LIGMT 11XTURfS 2'��L)iK. :./:, it c.:- - :r•IC l � r4/ : 4) F'r•Pa r e ba t h e uteri, r A i live y foyer wells I s for - ( �,4:K y l` �-F V I "i/ 11Coll Water Closet wtwllcoSeetlonl A - IV►thlesar 0►ttve iixturts W G�� - ¢ Q American Standard /2122 .4yB- - E ' l�GD Gtypp,�, I _r. gone . 5) All windows to be ~trapped with: `,111r'r ii.Ji I1n 1�• 6 MF C is 1) ry rc fsa se r t e select !1 x t u tele f o r d l n l ns rgotrr acrd entry ►.l t h a I I ar•rallca f root feet 1 on D - �1&i 1 Dox Stand Y G am ' m ao La':atory CI7tJUt 44 6) Cei I AIRS at al.l bitter units to have S �" 119hbtng SW,fppl ior 's SAok+oola. • Q 00 �- American Standard f'OIt76.02j - / gypt.r wallboard (zWsLalliad over �4111s s• ED Ikxle . OVAL SHAPE nasi 1 cent natal clsaneir (afio�C •I1 at'',e�4 to joists. At areas with 1) Supply asci 1 box stands of t d I o _) type an location per plait. � b.. ` fraAald so'fflts•, atxaclt Ssgge%ted 'Itl'livweylces f� dining roots fixture is $100.00 and �p,06 for sf�trr. •e � Sear. /40 Olsanite Plastic , color OYPsun� wall boary dire0 y to rurin9, cc = j a _ O of to match water cls yet . 7��' 7" �p I^lvwt��tilr . "�'�Jj �ll� 3) Efeetrtean to 1�►otoll •! 1ur�t+aslelr'% dlreetion. f Tub/5 have r D-6 0-I V I SIl l t)it► r If lAfl2t111 y f RE P 1,c E 3 ( 1 IC fa^ r' 'x J , .• ,by Dura Glass -�' B l i•� (' ; oft d ►" ; , v color to match American 1 A11 fireplaces to he 11e5in ;,diet Oir 1' p C� Z" Nr�R w�i�) �. F �-�'�_— ES wad •110r�trx f rY y A eh. �' �1/Il►wt ,i 91 v 37: dl'P1 i AMC /�� !ype f►law, schedule or oq"I Standard - i4cxs e. �'�! PSG•.j I'd 1t� �Lit$� �' ! -- � tat INlw R- .. lo i I de r S app I i ed Ape*1 i enc•s R -48" Sharer_ S-4 or S-S by Our& Glass. Dniek colors to .� s"ciflty4 bar T.D.C.-b#09 beper -�____ ?I1I�Nrr;(. srflrrn, i • Pc' 'riCTl'I ! '+I t:, I Ir.tIT FIYTIIir 1) Al 1 It tchen ap•p l l ances to be 1954 Mode I ColorAmerican .. _ Standard - !Ione. DIVISION g� LfpJD4Kl.�'�1'� ,y� � ` • aeherula, t+ t o match e f T Year heneral Electric or equal pit ' ..`�---*- � v6i I AIR!'A%f T _• p gal f 1w t 3) All control vevlcts as folIcws ; �� �1�A.- Ihnte: To determine Sher GSD r, `yam f ly�,� r I r Quan t i l l t t I ., P l e1s i ,. Y►`r►1 rR• ���,.Y/1 Iloh[ fixtures nredre, err ,,t,cn `F� moi✓ y y y y� unitS OCC Lr In building. See , r tiYISION 7t : FlUrl" TTtRIAL ,.` S;Qht Plan. , loMe JSP-27 r I Ut i l i t y Supply L _ / } ' Mery wave Owe SP- 7 Tub/Shower Ia'200 Guy i Gray. �`NC+E' lfClf�l K� �� r1LG� stpV Su ,gird G� Isht_nr Cchen : _, :,,IItC br Ele.t t ;, ) 0636 WS Delta t a 0 r /642 Sec t l on A - Millwork j Kl ator ---� T , , T „ hutonr rI 20tc wall 1fe Nlected from standard manufacturer 's Colors . L&vatorlr .. ,/ilOClt Delta. ➢ i '' 3 •Our,t ' 5) (OI>,r1 fID I, .1. lite r to be ,e,-..ted , • /5E2 WF Delta. ti delle 'and catif� to be X " tott;:,►let Preflnis 1d. ; ' ' , , : ) 1 I I I by duyer '_1 iiNMrl�ryer tI'►+�.s to 00 srrgldere .•G 24� J 1 A 1 1 t o 'cele t i n t alW ax e e 'supply. - . ' -- pt I atfrf►dry - } z q Pit. be ChI ur - T �I r e ► 1 0 l) R ` a q RecrSS r Lr►�lW �7 �J�'• -J4,9. }� iMG� 6 N t�U a : t d.wn ` n.� • ' — i DIVISION 2 ♦ `�,� �� •�"y�a�� *torr to a SrTecte - 'e► . �'t0�-� .. `•••r. .3t tflt+pf',or �lpflt IohaTtf ' n1n1n, I 1 I _ 1 I 1 nw�1 rGil1�L L�M.1 ottt jj sw �# �'+ Pe 1 • (�-- rr�• /�y ~I� � Eel ' r �� + �T Pte' `��• t �Oitla. •+� 1Cr1} r>>Ib, �',P�lelle�l �rlr lncr by 'Bever c + � • . ,J-- i L�: IT ') - ,•, .• , -•a t'\ t. .Y,, r+ u^ _ 1 1 l I 2 I tJ I r • r t `' t- ,r ig I erg••-"-' DIVISION * r , • to -1'Ir•• .i1 ie •T E obeli C -� Pio'' ')1P �ol� •i ,• • ,. .,"1 •- ,rl. e• . d'� I I 1 1 I } aQ t Bac nu ! '•• f 7• r , • Irl�, -- J 1• D1V1 � � +may y ,r ,rr. h'• . „I '• -- -_- /- ��r •• IrC . , .VOMIT e r �' . `A� 1 t ` i 1 1 r i� •1t �'t '' A. •. I r J • r 1 Uh r I ' 1 I I I Lun,,, _,us Cei+my t Plan) 1'' r, Jos t� I I A , J 1, , P' P •`1 , •r t N rY�iair�-U� u e • " -r •.. • ��'ra1 � is , t , y i duv, 1 •r , + I••, .1 • " ° 21) •t sSJ It ! \•• '` ' ` •. Fra ' ,1 A •, , �.6'' 1t, ) l l I (la4 FrarK • ,* �- P r e - t DIVISION �6: MOISTURE �7^11 � f � tea~ ".•S w r' rl -�i.,rlltnv !.SFht /, J, 1 a�gTt epi+ t�Te 9 ref*-lit LA" •n, k,_ oN..'f r'r '► _�r�• � • a � -� t^�1vv11. A•W nMt r t I 1 t 1 1 `Y 1 I r l .+ rY [r, .7 f�� �r '► I LI h[ Ca� CI • f STU � �N�TC� 1QM• ! '••-• ' ' .i� 1 ` ,`` 1 , r ( •'.+' } l�l ' .� '. '`• ''••t '3 k,I-2• _C`tne•t L1� .t - I I , , ! } tlutone r3 ':y-'- .L--.y_ k J-•!1 r f ` r I r ,^ r., Section A - Rigid ,. i , •'��,✓,I�RA.E��;X11' '� e , i,,tr Ir� r►'' •t+�'.. 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' k ... - '� 1,r ''e. '-°t•°" s r - " - , t. '\a. S -` a ,,.♦- :b t' a. I'' ; u w "'. ;' i.. _ ;. 1 • ,. d' t.•. :r r .. '" , %�' j }•• .. f t fi, .i . 1;"., •yam ,. .. . - - Lr k. :,q r ' ,r•" r � t , •.1,+ �' ."r 1 t4 '} '••� • i •"' 1 � 1 ,1 1- ••, r e r ► �, 'P...ai• � ..... l .1 a ,.It " ,. - ,r,f ,•.}, � - , , , ti t' 1.,� .1,,,, , 1 IV 4 ^� , 'O Y , f 'y. '� ,yy , ,, Y' , .�' `. ,. , :. •y. 1 _"�yr ,� . (/ .. ... 1 .,' • I , `I , 1• , 1 ^ '•1., r �• y: '40'•r'• t '�'. `'1 - f\1 ♦ 1 • 1'..,..•71' ,• ' ,+YR. •�.i , . :. .. y`t' .r-. � .. w , . . y,♦. , • a ;.� _ • _ 1 � • .. '• - .. � ••.., ,. i�a A rl.- t '`�� t,il.9` - �•" �•_r, !Tib ... ., -d, *"`�' JII �,• i . • . �• , . . 1 J / , • 4p STRUCTURAL !�`. �I'#.: 1 1" • J., 'Y , '4 RR .!�• ,. , , . ,' , . .. . • , .'#'� i. , ' .. , , , , rtA. tri fl 1� .. ♦ • ,, -� ,,{. ( ♦.:•, �,fk' , eP.�tr ,�, f. l .y _ -R 1.•.1 v,,.:.r.�, % I'y , 40 , ,!1 �.' - / • t.,. .1 M X19 , +' ' to r a w r: r „r•ik.,�'a I � , • • 'I , e I' - • ' .t, ��7!'• , •' ° 4:.a ;hr/ �.. }r' • � r,r,i.,r ��. ; �� Grp?'''�;.�'f j�y:M�'.�'„7�' ,1,•���yjl. f• .. � . ♦' !'tiM •, r r ''►'. .1•. ` c • r Y'A .• t n r ) j .'�•:',,'' n , ,.l.r. i,. ? �1) 1:. �' 1 .�'� tir , 'I /1 STRUCTURAL NOTESf•�•�' >•' • ...�..�-.._---••-. .. 1 f r • 4 �f� ,I�• '' h•'.' .� '• . .: . 1 � � ++ � r •' .. ��" l• 'a , i ,l,�t•,• y+, // v�t � J �. �• { k 'I •r. ) `� y.,4 f' . . } � d"♦•"••� '1 .. !i"I b. - .P •1 ,,e.` , a r'- 1'� , D R 1'• - - 4�', .. liVE--•L�OADS � r _ '� •. � �, �.,' �, . . , :1. . �, •. �pM--- .. -----------------------------25 L 'BS. Rfil S(1• FT. . . __•r.-. .., _ ` � ' fr. r :� ; ' r}� :F�. J./'- ,. ' t •t"'^^'°""-"..+ .4+:.., 'i .. i ., .j `t� a' • r, 1.•' .In, '!`i•'" ^ � , ti i y ' � j' I •�- � SNOH BUILD UP LARDING AS EA SEMI ; ,N � . I,� • , ( , . T 011 ' l •' -a a T N 7 �r a,M w { f.(1,• •.f I IA ,r. --\ r P r• •r ^ L•- q. ' •, . ♦ 1 S1fQli LOAD ANAL YS I� `" '�� __. _ + t �' -----------40 LBS. PER SI'1. F 1 , �--�•�--'- _._..,r,1�.._ �.,......,»....�.....�..-. _.- . .....�. -----•-x.- lr1ND------- -------- -----__•.------U.B.C. BA31C 25 t.85. PER FT, �' !�K{l. 2- 6d `w t , �•, , Y'i - � � � 'd �` P4 SEISMIC--------- _ . . ._ __- _ - --------•--U.a.C. It)1VE It 1974 ECITIOA SO STUDS TO PLAYr � - .•' y14d �L p i � y ~- �, ■R - TII �� ik ,","yt .v ��� •r:''I,':'. 4-1�:'IV '. '�? v, , a.�1,� riJjY�. •• r{ �/ 1 .r :,'. t` . T40P PLATES 6 600OM t'l,kns FOUNDATIONS t+, ,;4"•. "� � �, ,, • �- 1 . '€`�U11�ITION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 2000 183. PER LAP �, TM�'B Efts 4-14d FACII ' IDE JOINT SQ. FT. I�.. FLUOR JOISTS'IkOOF JMTS)� 'CEILING JOISTS) 2. FOUNDATION ELEVATION SHOWN ARE TO BOTT014 OF FOOTINGS AND ARE BASIC BID ELEVATIONS. r � _ � � � -"' � - T0, PLATES 6111 SfrIkMS MAIL 3•-3t7ld 3. ALI. FOOTINGS SHAL! BE FOUNDED ON FIRM UNDISTURBED ORTGINAL SOIL . ' BLOCKING TO PLATE TK MAIL � 2-10e1 ` 4. ALL FOOTINGS SHALL. BE A MINIMUM OF 1 ' --6" BF�OW FINAL GAADES OR. 1 '-0" BELOW EXISTING AL_OCKIMG TO JOISTS - t ACH ENO P-lOd• n GRADE , WHICHEVER IS LOWER. ► JOISTS 2,144 TO 5. ALL UISTURBED SOIL SHALL BE REMOVED BY N.MID ``PERATION FROM FO')TING EXCAVATION TO CORDER BRIDGING 6 TO lOQ B' il" O.0 NEAT LINES. tX LAIM IMAT ED BEWS 10d P 12 T A B STAGS&ERED 6 . BOTTOM OF FLUTINGS SHALL. BE STEPPED FROI* ELLvATION TO ELEVATION AT 2' -0" HORIZONTAL 9 TO 1 ' -0" VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL PLYWOCO SHEATHING 1/t" INOEI( 3Z/14 (OR) W`!EN APPROVE( BY 111E ENGINEER. 1 . RMF 5!;EATHII4'G 5/3" INDEX .12/16 CONCRETE - CAST IN PLACE Al EDGES Of I:AC'H SHEET b BLOCKING A WALLS Ed @ 4" 0.C. AT INTERIOR OF SHM 81 A 10" 0.C- r W, �'• �� � '1 • y -71IL C`�A�RTTr H. L DEVELOP A MINIMUI'1 �n DAY LABORATORY CURED �(?i4PRES5IYF -c INDER AT EO\iPllir`R:E'',I OF ROOF $1{ R4" O.0 :c" .-,1 , ` ; �t,l/'r^;,+•;' STRENGTH 01` 2500 P.S. I . FOR F%'NOAT IONS AND INTERIOR SLABS ON GRADE O.C. • „.«� .' 3000 P. S. I . f OR OTHER (ONCRETE EXPOSED TO ELEMENTS 1 '�'''`'•''.:'r 2. FLOOR SHEAi•HING 5/11 INDEX 32/16 A MINIMUM It' ; wIrCRETE TEST CYLINDfiFtS SHALL BE PROYJOED FOR ;A0100 CU. YARDS OF AT EDGES OF EACH SHEET} BLOCKING Al WALLS 84 @ 6" 0.4. d C)) EACH CONClETE STRENGTH. CYLINDER; SHALL BE TESTED A5 FOLLOWS' I @ 1 DAYS; 2 M 28 " 1 AT INTERIOR Of SHEETS 8d @ 8 O.C. - DAYS. AT BOUNDARIEi OF FLOOR 8d Q 5" C.C. 3. CONCRETr CYLINDER ASID TESTING SHALL CONFORM WITH ASTM SPECIFICATIONS. APPLY 1/4"' o COTtfIMIIOU'' 9E/ID OF 144314 CUtISTRUGTION ADWESIYE TJ TOPS OF ALL JOISTS BLOCK 4. CONCREC FORMS , MIXING, PLACING AND CURING SHALL CONFOS'M TCI RCI r1ANUAl OF CONCRETE ING AND PLA717t IMFtlEDIATELY PRIOR TO.PLACIRG PANELS. PRACTICE , 1976 EDITION, AND SPECIFICATIONS. _ 3. •CALL SHEATHING 1/!" INDEX 24/0 L BLOCK, ALL EDGES WITH 2 x 4 FLATS AT EOGES or EACH SHEET TO STODS t BLOCKING & PLATES R ° 84 0' 4" 0.r LIGHT MLTAL PLAT( CONNECTED WOOD TRUSSES AT INTERIOR OF EACH SHEET * @ 10 A. C. 1 Z 1 .'--�1�11S �S SHALL LY -WIT-k I:I.-'. 7ANDAR0.NO. 25-17-19 AND ALL PROVISIONS OF THE Al BOUNDAR:I ES OF TIAL l 8Ld @ 4" 0.C. - ' DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS (� � t Pt "Tf INSTITVTE TPI-78 EXCEPT AS OTHERWISE NOTED. 112" GYPSUM SHEATi4m6 EbARD ,ell ';A. X• 1 3/4" X 7/16" HEAD 6" O.C. -�•� !. ALL TRUSS AND COMPRESSIVE MEMBER STAY URA;1NG Aral) C(YiNECTIONS SHALL BE MPAUFACTURED BLOCK ALL EDGES W!TH 2 x 4 FLATS DIA'e,,04D PT.. ,,ALV. NAIL`.; •c• 0 ALI. STUDS, TOP n BOTTOM PLATE'S & BLOCKING 6" U.C. BY AN APPROVED MANUFACTURER. •, � 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 OR WORKING STRES.-)En FOR THE • APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER, I/V 6TPSth" WALLBOARD 5d COOLER NAILS 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING S140P DRAWINGS WITH R'EGISTERLD BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C, PROFESSIONAL ENGINEER'S SEAL_. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND 3 ALL STUDS , TOP 8 BOTTOM PLATES & BLOCKING 6" O.C. � ! � ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. b 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH f, MINIMUM TRANSFER 5/8" GYPSLK WAILBOAIRD 6d COOLER NAILS AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLAUS OF 3" x 5" , ALOCA All EDGES WI1H 2 x 4 FLATS . 6" O.C. d 1 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBE , WITH I-SIMPSON HI CONNECTION AND 3 - 10d -V ALL STUDS, , QP A BOTTOM PLATES 6 P,LOCK *, 6" Q.C. ` TOF NAILS UNLESS OTHERWISE SHOWN. - • '. DOUBLE JOISTS UNDER MECH. UNITS UN; ESS OTHERWISE SHOWN. • � ' OTHER WOCID CONNECTIONS - -FTNIMUI4 SIZE AND 14AXIMLIM SPACING 1 PLATES TO CONCRETE FOUNDATION WALLS 5/8" 0 x 10" A. BOLT R 4' -0" O.C. - • • fir !:rPSUM WALLBOARD ANL! ,HEATHING BOARD _ PARABOLT CONCRETE AUGIORS I • GY�S'IJlf NALLN-441) SNCL. CONP 13 1 TO ASTM C36-75. -- - -- - - l, 0 e„.* Q 20 2, GYPSUr1 SHEATHOPI, bOARD SHALL CONFORM TO ASTM C79-75. 5/8 0 x 8 1/2" 0 4' -0" O.C. t 3• GYPSUM WAI.1.1',0A;,'!ia SHEATH1141. BOARD SHALL BE APPLIED WITI! STAGGERE0 ENL) JOINT'. ANr2 LAG DOLT INSTALLATION: PRE-DRILL HOLES FOR LAG THREADS 1/2" B BOLT - 3/8" 0 HOLES Iia f U l A'r P( ft ',:)1( IF (CATION, AND STRUCTURAL NAILING SCIIEDULE. 5/F3" � Ej4lTi I/2'° fl DIES - i 1 • s FRAMING LUMBER /A" 0 BOLT - 9/'6" 0 HOLES 4 LUMBER SOAP THREADS OF LAGS IMMEDIATELYPRIORTO INS'ALLIkG WITH WRENCH doONLY. 1•RA1�NG LUMBER SHALI CF WESTERN WOODS GRADED TO STANDAR!- WL STERN 1_U."1t Ek ++I'AU1kLr CONNECT ALL BEAMS AND JOISTS WITH S14PSCYA HANGERS TO DEVELOP STRENGTH OF MEMBERS. �. Rte'.%` 'TE PROVIDE STANDARD PLATE WASHERS UNDER ;';-ADS OF � � Nlli.� OF BOLTS BEARING ON tdOc1G. �3 � • - A. EXTERIOR WALL '.fi1i)S - r NO. 3 c 1 � pb = f1a 1 OR STHtI l;kalUl: ) Fc t to I SOC,UOt! I - ! GLNERAL D ('. .'I tf 2lOR 41l''.L I STI)US �+ �'� • � �� 4.. „� i . :_ •' r C is STA!�1ir11 .1 ()F� OF-TTER Fh 6Cit) l • GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. ' ' ® �o Un STi1!: 1�111Iif Fc x sfi5 SHOP DRAWI,4GS SHALL DE FFEQUIRED ON REINFO1CING STEEL, TIUSSES, AND %HALL BE REVIEWED r, + � • • � E S 1 ,5U0,l10{� PRL(1R T(3 i AllR1CA1'IOM. - q�' �u 00Ft) � f I „ w M-, 1 t:. J(?IiTS n 3. FIRST FLUOR tiilt,tl BE 1�+=Rt�ANEIIT!_Y ATTACHED TO WALLS PRIOR TO 3ACKFILA ING AGAIIIST f a L I ,:ul, u IU S7R1tCTURE . - 31cr D. 4. THIS `.TRUCTURE SHALL BE ADEQUATELYEARTH' WAKE BRACED FOR WIND -OR EARTHAKE FORCES UNTIL THE t'.tA+15 NC,' ' Fh ROOF AND WALL OMITS HAVE BEEN PERMANENTLY ATTACHED THERETO. •. / >•, I 11',1!' `.�. ALL C914CWTE JOINTS SHALL BE ROt1Gr4 TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND ,,r, F� I 3K5 SLABS. CONTRACTOR SHALL OGTAIt'I STRUCTURAL-ENGINEER'S REVIEW ON DETARS OF ALL. J E 1 }6091011x, CONSTRUCTION JOINTS PRIOR`TO CONSTRUCTION. GYPSUM WALLBOARD IS USED ON T14I5 PROJECT FOR BRACING OF .THE STRUCTURE , CONTRACTOR • •• TO PROVIDE ADEQIIATE BRACING L11101. ALL GPYSOM WkLBOARD HAS BEEN APPL I I!:0 AND FULLY - tJAILED. , xd 4 • F. BLGI^KIrlil, PLATES i lif,Iltt:I,I(j yrr .` ;TANUARI:1 UF' nETTFI) ) Fn 600OP STUD +iRAf)E' I 1150! .JOS( F '' • All t'ILMGERS JX l)A LESS (LEAST UIttE�VS1U�l' Sif�il_L Rt 'MAXIMUM CONCRETE REINFt:LRGIPI% STEEL n M I 19. 'iU,S 11IRE l.Orl I i'.,T . 1 . _ L .• N f�FC NIa FOR CONrp; (E SHAT(. l OMFOf''"� T fl U.B.C. S I A;IDAROS M0. 26-4-7b ` 3. PROVIDE SRS J (3OP LI.C; (LRE�E i1PLTM SI '•I) SjI L AT BPiDc ) A 4L POINTS OF BEARING AILD 1 x 4 AND ASTIR A615 GRADE 60 FOR ALL. 4 LNG 8I0 L %U M14 CONT P. ALL RE!NFORCING STEEL. SHALtI. FTE DETA�ILF6,, FABRICATED AND P ~ � Q 4. ALI. ?!•/iTt.S' 1,111) L EU(iEi;S IN ('ONTJICT WITH CONCRETE OR MASO'If'Y SHALI F3( P;kSSU►RE LACE? IN ACCORDANCE WITH ACI i DE TA I L C NG MANUAL 315-h�*, TREATED. I EU(IEP '•LAY ILL• SiTAPArED FROM CO,'ICRETE r)R MASON+tY 1:111, 31) Lb. -ASPtIALTIC Qt 1 A. ALL *EINFORCING STEEL, SHALL It ACCURATELY AND SECURELY P �,'�•1 y. DOUBLE r9l L t1U1 ;� 'INDFI' ALL 'PAP.AI LEI F'ART ',TIOiIS, L LACED. '�+•- B. I�f INFI�KC1N41 SHAL NOT 6+E BENTOR G15PLACED FOR THE CONVENIENCE (7F ► n. Ft)k NAIL ;"I+: SE( ; :HI E)UlE AiiO 4�lT.1WITIGS. -'r OTHER TRADES UNI.'ESS APPROVES) v THE SIRUCTURAL ENGINEER. I P01WOOD SHEATHING C• MINIMJM COVER FPOM CONCRETE SURFACES TO :9EINS�ORCING STEEL SHi .I, 6E: - 3" r 112" TO BOTTOM OF FOOTING Iia 1. LL PLYl1( O SHEATHITiG SHALL ISS: I:D GRADE;, r UNLESS OTHERWISE 5►'UWI,, WITH EXTERIOR GLUE I.1AU0 AC TJRf.D IN ACCORDANCE, W I Tt 1 PRODUCT STANDARD PSI- 74. .2w + 1/4" TO EARTH FACE OF WALL �• R. ROOFrl SIIEATHINC, I „ pit 3/8" IWDCX .32/16 4 C. DECK'S1" I/4" 1`0 INSIDE FACE Of WALS. +F"�?�« X1'•1", . .;�:: `, r. ".� , 3/4" thUEz 48/24 T JL F; - ,-'.• T; C. FLOUR 5/A" INDEx 32/16 2" + 1/4" MAIN STEFL BEAMS AMD COLUMNS " J. TIRE;l S 1/1" 1YWIT ?.4/0 1/4" ),i4" SLAB TO TOP AND BOTTOM SURcACES 2. PLYIN?i1E7 SHE.ATHIIIG SHALI. BE LAID WITH ENG IIt11NTS STAGGERED. � � 3. BLOCK All. WALL SHEATHING WI TH 2 x 4 FLAT EILOCKIN(-, AT ALL EMS. F. LAP ALL BARS A M1NII.10M GF- 36 DIW.TERS EXCEPT AS OTHERWISE IIOTJD. T► 4. NAIL AS PLP SCHCUUI.F AND ORAIII?•IGS , «�- 0All5. LAV OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS Ti.TI . � � .� , � 0 ' .r IjAV 1'� '1•'• Tt 4 1 1 �., � t l . .. ` . . ,,� �,� :>J`: r ,�.11t � ',!. •' .�'y•br 1 ,; t.` •,;- �.�,,,�4!.•• •r, '-' :c. � ;4- }. •� � •• (-•. 1 , L_•. r t 1 .w �':k :•,�-•M ::�, „' , A�, •� ,• 0h, � a r, lt`�',: L.g � ,.:• ,t" "Z.. k" �' k. ." • ���f"t�.-� / /'" �. o 4.. "�, ,!� r"3," � �. r•, -,y•+,'4•: •t .•r ,y .!'f , r y .y •� •ha• t" r , � � e � "If r , .. r r' e' / , ry ,':1{T•'r 1+. a fC y '�. ,, *�:,• `' '2 �,+jjfll[N r. f,l., �. :!✓/� s a. ♦ E 1 , y r I�• 11I • � (.�,,r ;`S it w 'N- '' ti" , .1"- �� .�.Y'� '1, *sl'" ,r+ o ilk �I ,.: a'+t �J ,4 � J.. 1, • j `' R} '! • t 'Y!'°' i-,' ,fir AO .� .�.,,'L. 'f. ''S,. r fr ,�•','��,r, + y,- ,' C �• a. moo• ♦ cif`I ., / s a•+ :ia � r„1:� qs,� t,i . `r.� ,:� ��' 1Y �, :�", •_i. a • �.��('"' `La•w.l�..+ �.. M. 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