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15485 114th Court 114TH COURT 15485 1 OF 6 TDC FOUNTAINS BLDG 6 37-K rrrw.___ ------ .1.1.....7.11.1.11.111.1.1...111m1......1.11.1.1....11.1...111.111.11.11..11.1.1.1.1.1.1..1.111.111.1.111°Mill.111..111.111M1111.1..1°11.....1.1.1M11.1.11111111111...11111111.11111..1.1.11.111.1111.1111111111111.11.1.111111MIMMIMMIIIIMI.1111.11.111.111.111111111111.1.1111111.111111.11.1..1.11.1111.111111.111111.111111111111.1111111111.111111111111111111.11111111.111111.1111111.11111.111111.1111111111.1111111.11.1.11111" / Li its L /k. 7 /I•f 4- L 1/s L. L. 0 . t L rCD — e 6-- 967 PTH �lruNT/!INs .s - , �-, / ID t3'r- / c'T vC. C,19L �'�" . // L L s 1 S /.✓e '- C. L - 12oori,v‘_ - 2. .4 psr h ' pcyr. N7. = 1 , 6- " Titc.��st.2.,, = 3. C) ii 1 5/6 " GyP _ 28 Ii-).-: ucA-r - 1.0 I-11t.c _ _ I. .-• '' 7-C -T 06 , 12. 2 k%!.-k-- 707 :F7() 7 r7 L nt r /G ,v L c>A c = 3 -7 F 72vs5Es .'- v'•:• E H'1F6- 1D / 14v.se=S wf/E/1E /NG/ (aT4. G. I l F-& r(. TO .SCJ E P-7 ir 7-/7l�'C LCh.'111A.//// -..5 ,,c'e. A F P 4'c', A L Fa v Tv E%EC 7'x'0/.. �igF-7tr7 L' PA7 /6 GE<iii 1 .'5,D i9 I. - /2 1 a, " 1. _ /. 3S 374'4) z 4.>_ 2 *1/ H° : 4 .,,. 2 (1 )` (l • c )_ /v, 62 9 1/-- /1) /L, 6 ° 1 q - -7, .' -/ ,,,, V r 2>'`Bh ' /6 "O/C — O.r. ,,�2' 1.-1,.-f t.4. L /- 7,c /hoof- ,P4 F 7-44 S:- 5P I: '-Sir. AJ = 6. - C) '' ; w= / 2 / X 3 i #/c' = 227*}/, 4 e►-1 - 5 x y 2 e il1, f-4 2 : G (Cr ) ` ( 1. t; ) = - V- _ (2 26 ) r 6 -7(5 ' A s (` ;E') _ , o . 7E7 Of, E 4 u G 12 F- dr /-/vk'. BF\) 'r%''� - _- ,C -,-)/.4C1 " 4.c' s\`14 Q� 519O S P•4°2 h 44 * a. Lc I=mo cqi/. � /. •. , "'4.\ ,, "4') ,,L1/4•'' 4.-1% c �, `� ‘`:9('' TT/ '.1-62�, 1 \ -7, „---_______-- ...,/ .. 1 °' • ' '-....&....!.. H ___ I ... .......4116.Q........ __ .._.,,.... - • ....001,4•41,4 "-',:'111014101•4111110r--. .i — Zirri..._ .. i''11o111 ►Ii11 `„ iiiii iiIIiIi iiiiIi iiiiiIiiiiiiIIi IIIIIIIIII111 ) I 111111! iIIII � I Ilipil iiIII � I ill IIIII � I 1 ) I ISI ISI 111 iii III IIs 11 � iii X11 iii i p I I I I 1 w i I � I � I � I � I I I I I I � I � I I I IIII 111111 11111111 I 2 3 4I MUTE : 1 F TN IS MICROFILMED 5 6 7 8 9 10 I I 12 1 la DRAWING IS LESS CLEAR THAN --- -- .+r. THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL ' DRAWING, OE 62 92 12 92 SZ bZ C2 22 IZ 02 61 91 LI 91 SI bI CI 21 11 01 6 9 1 9 S b C 2 13111 1104 , 1NIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMII11111111II111111111Ii1{111UII11111IIT;IIII1111111111.1111111111111411101111.11111111111111111Pfdi11II1d11I111111I1111111011111111111III1111116 1U111I a Ilu ult I !� !l�UU�llllli! I!W l� �11111111111!lllUl�WI�LI� 6llillllulllWllM , MAY 21 . ) 1990 .f "" i I ' A I /6 8 , FL vc+22: ,'- L . L . = qo f- ') OE'f/lS = 6c, ; D L . - / V2 " LT w; -GNC = 17 5 ps- 5A '' pt. )/ ( Ck s be?I,fie Jois-r : 2.8ps2 Mt sc. = 1. p:F , TUT D. t . 2 I . 6ps,r T°TA (... ISE s w 1....) /oA c : 6 I• c ps F - FLoc9 5 = 8I• p5F - Toes .:- FL00% jos 1T5I._ Mo -= b2 (/(,) L (L63= ? 14109 , ,...)- )4, 5 = --1-4-- 9 - 2 /. -7, ,J3 - 2 x 10 oK cc " /4ccou-i Oe Fe- _ 12 6(,) G��,�o -- (5- . 22 _s-(62 )() (, )4 ��FF �.�� = c' • 77 . Off' r`, _ 5190 S �� 1. 7)c ID X se. 53 r" L -�.t` ,E /414,,_ U;t. 2 x iO d /6 o P. r. z ('1 �C _ Z OREGON 0 '" '0. �9 •• .1,9 F B. 1- PN' No-rt: : V s k- /O u co /2d o!c Fo 2L /7 : 6v 0 N' I7LL /-IcL. 're 'I L)#v17 '‘L 4 COs r , (}1.11-r 4 Pg7/ c D4o4( Ic /s7s ,= • H;� w.Z. 1 3? l6/ r +'/v') = /064 4/ . ‘;‘,..,) ‹r :tr.\ .pl J I 1 A *. :,,lc.4%. ,.' kr 4 G 4 i = /06-1f(S) = 903. 3 41 P RI = - — X - LA--/ 2 t.-11) /`�10 _ c, z (G _ _ / 6. 4 (4) � /Cc G /,c•- /6. Z c _ /c 4eG - 7. I6/, . -TiTit- )`E- 2 y 6* " C it. ''c. e. _ P. f- dL • / AriLas e Ciccizs :- spfl ,J = 12.. '-0 '' ; w = 6*7g41/ + ewe - ..- X 7 6'7° 4/, IL'-Ac, .. 6, 90 (It)? (/. ' I1 040mi - 4 - S: % 4gI z 5, o400 " II 9. 2 V: G ( o).. 4110 I . — Pro(4140) ,� G�•4p •- 1,�� E "x12 " �..�. '� I - Ac.c l�,viT` ., • r 1 • �,,........:_,. .. ...,...rsL ;�,�:,..... ... r.' ..- ? _ .,y., _.., ...........-»,._-•^a',�,...n.,,,�l1M1111i1..�w.- ..�� P Ib ++.. ... --zit->4..t.i:. _,overt .tr.." _..: ...... ^a..ew,,.w;aw�ara�w. 1IiIIIpllONIIII IIIIIII IIT 11 111111IIIIIIIIIIIIr11111111111Viiii IIIIIIIIIIIIIIIIIIIIl11 IIII11I' IIIIIIII IIIIIII IIIIIII IIIIIII IIIIIII II11111 X111111 ,111111 III 111 IIS 111 111 I I I 1 I I I .� I I � l i111 , I NOTE : IF THIS MICROFILMED ► -i 4111. I 2 1,.....r... 3 4_ 5 6 7 8 9 1 V I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE. TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 8Z 12 92 SZ OZ EZ ZZ IZ OZ 61 91 LI 91 SI Vi CI ZI II 01 6 9 L 9 S b c Z 1 Ma OW I► IIIIIIIIIIIIII111111111111111111111111111111111111111111111111111111I11111111111I111111, IIIII1111111111111111111 111111101111111111111111P111l11 � I� IIliIIIIlIIIIlIIalliki1111111111111U1111111 UuU � U1�1WlU lW IUIW11111 MAY 21 , ri rk) 1990 sfl F-ItAr-rk.6 ; - (}4-) 17 4 4 S c ,621FRo u R,.= 11.43' (e2.)( ) + .-)(Lacs) _ 16c 21 NOT v�cc TN 15 pi_ An/ ; f?, :a 7e3co No = 11,1=-14- It-oz • 2 :. �. 1Z ,. = 44 gf "-I- 46. 5 = q 4 ��S = v / 4. 0 2 m - _ 75; :z o u 12 50 Vit 3 - 2 ", ' * e#: �i UT14 <r E C,IV iT I' L fir-+ N1.'712 �►� -rrzy - 1v . P/3 _ (c• �� = 12 (L I. 5- /4) _ -7 38 4/, t 13Ni- 5AY 745- No = 745 (4. S)7 (1. 5 ) = 22, 42 g - rc. 12 V = 74. ; = ___--- 26 , 51:7 " / 9'O L)sLE 41 " x 10 " fJ. f. VA ti —.... +1'PN lF*, tOr.* ^ -Alt . ..._�r u v :ice, . : .d a s .� "'� �� ..�.. _. r - �pv.., __s,..-. Alb �� I � � � � �IIII �I � I � I � �� I � I � I �.� � i ' I � I � � IIIIIII � tIIIIII � tllll �l� l� l 1 (I � I�1111 � � I11 � � III � IIIl1 � 11 � II � � III Illlf� l i � l � t � l � llII1 � 1 I ! 1 111 ilk 11 ! ill il � ili ili SII fll i ! I Ili ill itr �1 � X11 NOTE • I F TH M F 2 _ 3 4 IS ICRO I I.I�D � - - - - 5 6 ? 8 9 I 0 I I 12 DRAWING IS LESS CLEAR THAN `�` -- ,_ ►� `. THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAW LNG. _ OC 6Z 92 LZ 92 5� b?. EZ Z?_ Iz OZ 61 BI LI 91 SI VI CI �I 1 � OI 6walk* I. 9 s b C z 1 MAY 2 .1 ) 1990 I t �►IIIIIIi�II1111111�111111111�1�I111111�1111�111I�II11Iil11�111!I,III�IIIIIIIII�lllllllll�ill��llll�VIII(11111,I�IIiIIIIII!IIIII�iIIUIIIIIIIIIIIIIlI�1lttlillt�Ul�If(IiI�IiIIIIIIIIItI�IlIl111IlIII11IIIl1II1lI�IliIII I-� -I_- � I-- ' IlllW,tll�Ill�ll11�W1111111111,�I1111111I1111�1111111l1�11UIllltlll)iIII11j111� - l I 4 Y • MIIessis■sI ,_ , , ef Cf; r I' McL rICEL_Lv U &i CT ; - Fl OOP= J 01e---TS1 - HAY. .5p/4 A.-) = 13 '- 0 ,, °2 A1 () 1 (0 " o/c ois , I HD2S1 .,. 41 %. cA, p Pi A-YI - w = 4X6. (. 5 4141, : i 1,a 4/+ e r • - SA / 7 4; 14o - ?41S (et • S ) 1 ( I- 5 ) : 2Z : 29iti - ib . s ':- -22el 2 _ le . I � ,� � - �4 -e-io ow luso v 1aC.,> LSe 4 " 7‘, ID ", D.F Z S ' V1 NDe ILr-rCNe. /U ' w= 74 5 47, -4• P.r 4i l0 1 4 2 ' F R o n-t e kiD . R 2 = 6(745-4. ?(4c, 11 ` '1 4 -,z5 0 I 5 ' r2. 1,(i , 1. , r: 411 &Cr. - 2o4 = 2i #21e:t • 1111":4988 2 , 7C M V : 2, 7s-2(21 -zk 1Z = ? 741`1 ? bq S 3'�J7.47 - $ ID O —1-2t-0 j Q -- .�� U: t d=14 / 0 "x D.r 4 2 - r r ; n 4.k.SQ •i'''' s , 90 � � le. HqZ l'in-LeV-:.911: 4' O ' 10 , r \' & B. ;IP 0, liNifili%1,1IS al C i� i *" ' - ..a ate.— . 4-.. "444� — •uvu, 1100.1.1111 , """"""''"_ ,�-. "`" " ' *'ql #.,..... ..air'�'A�.r,....__.._.,....,...�.i.. _.. .v..,...s,,�, ,,».,„! . "' '11 ' 111 )1111 R! 1iI r111Irlr ,1IIIIIIIIIIIIII111111111111I � IIIIIIIIIIIP11Illllili II1 ` 1I1 , 1111111 1111111 III ' I � IIIIIIII1 IIIIt � I I � IIII � II ! 111 SII rll rI � IIS II III ! II IIS � I � 11 ► SII til � I I 1 ! � � I ! I � I ! I I i i I � i NOTE : IF THIS MICROFILMED ► 1 2 3 4 5 6 7 8 9 10' 11 I e DRAWING IS LESS CLEAR THAN _ "' -- ---------------- THIS NOTICE . IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -�o___, 4E 62 AZ 1Z 92 SZ bZ EZ Zr 17. OZ 6t BI LI 91 SI VI EI ZI II 01 6 8 L 9 S b V—_E a -' 1311111,DIN IlIII111111111/11111111111111/1111/1111111111111111111iI11111111i111111111I111111111111111III;1Ii11111111110111i1111h 111101111111111111111111/Plii11111U.11it11111111111111111111111.11111l11ii1111ibil I1 I 1111 it ll! 11111�1�.w.� t1 II111(1i111j1111II11111IIIh111b111b11hIIIIIIIIIl11IIIUIIIII ' 114TH COURT 15485 2 OF 6 TDC FOUNTAINS BLDG 6 37-K { COSTA 01,-J1 T Cc,.. T rrcNeti - D�� c . ?4 z .' 5p4wGl54/ T11/ \lel= 8 ((i70)+ (31b) = 6ZO0'it Qz = '6020Y44 e(314)), 8/0,4.7) ? il e LZov - 3311 c 2888 zeeeri Mom. G 110112 = 741c4OiF_J- 1h S 741 04 S9,Z 3 12 CO 33i1 V _ "A1 _ 3311 ► � o 58,44 USE " x 1 O' a �- .i4 1. s TEE L W T a r E 'c x " -r-t4 - 3 S -44 ' h - = 4 ' 1,/= i /0-'1/ o17' C> Nlo = 140 (02(1. 5) _ `75'40 1b. 5 _ X5-4'0 c . ?Z 2 UUF 3 "x 3 '`x 3/1cy "� 2 ?-4 (� --re 8' ✓ r A/ 1 ; He := 134 4U ,,.) - I b S 1 .440 _ �• 7q �► � ' - OLE- ,% "y3`$ Xtl isi Z3- 4K 1 -2 ' 5pAl.) @ moo : 90( IZ )2(1. 5) = 1o4401N- 1/a _ - : 0. 831 - OF r''X?"1, y4 " L 2 . •4 sY, „ ,, 4spaK.r. :. !111I11 /1111 �III111 '1111111� 111 IIIIIIIIIIII111 111II � III �lli � l I � III� IIIIIIIII I � I � I � Illlt � lll lllllll 111 � 1 � 1 111 111 IIII1 � 1 III � III 1111111 111 ' 111 1111111 t11 III III 111 III 111 !II • I I I � I I I I 1 1 1 1 � I � I i i111 i NOTE : I F THIS MICROFILMED ► ...r 2 3 4 5 6 7 8 9 10 11 12 /116 DRAWING IS LESS CLEAR THAN THIS NOT ICE . IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OC 62 92 L2 92 SZ b2 EZ 22 12 OZ E;I L11 1 ! 91 SI VI El 21 11 01 6 9 L 9.__ S b E Z I "u"' N1I1111l111111111i11111111d11111tot 1m 11111111111111I111111111lt11111titi1111i1111l111;1111111111�U11111IIIIIIDIIItIliIlltIIIIIIII1IiIIIIII)1111111iJlllllllli11111111111IIIIII111111111111IIIIIIII111J111II114shli ll 11111111161611111illhill!jllllltlll6UI1111IWUIIUdli11 M Y 2 1 1 9 9 0 ........__ ___ - F76. LoAoS ;- 1/ ',cg . O'..i 7 ;- L vt- LofiC, . GE /1 16,14) 510e- W41_ s • Fc F = 2.c./ % 374`4, '=.- 44441/, 2No FIR 2t;4q x6- 1,54/z:7 34 •*/� WALLS = I `7 yt /Q''/d / 70 °A /c 7G . s� 5o '�/' 7o74L = /233 a/s c G� WALL - LIE AC L oAO t 1,04,-)0 L oAc � _ _ /4.-t ',.(..>�dJ G - llJ.: 16. ? �'/a' x (1-1,))11 g,5�= 2Q • �9 ��,x f 2 _ lam, 1a 1G AC LC>AC Aie7 f76 L . 677 °/<.7 / L tierLois'4) DDAc Logo Govs - h_ 17 .5S L O w O 1 L r/'E 6.$ = /6"o to psF CJS E /5 "�/l iiV Pi g m-+E 74/2 F-To, /2 3 ? s,911. p1?ts--- �- L 9296 41/0e� d�' 1u7812102 BEI2ewx.) 6- 144•44-4, - 47 ir7 / WALL — Ui 746-E f Q.CL t1.c_rrr :- LC t PL - thx)TAGt 1253 'x' /, DEL Nlc,rrz _ e64 4 A —To-77 = '2 c 97 0/, r 7C,-. - lc T'J _ Z. O `� /4.6 v U5 16 " wipe x"76 $ Cv //2 Ty VIA e-14 . 4 /N-M--/Z i6)2 ,CJc- V/4CZ.S ; - HAS L 61.6-+ / 7'�OQ /�7' _ / / 23 44/ USE 12 " X G. '' 176 'S- /.0-r A k',j!, vVACz S, L`; 5 190 '' s3. CP OR"GON Q k4P (. r , B:2.1, P�`' `` 'SFr it�`�� c4�•1 .•o �s .��s,on l 1111 ! ►IIIIiiIII111111i1iiiiiiII1i w ili iiiIlIIIIIip pli ' III 111111/ 11111111 IIIIIIIIIIIIIII 111111IIIIII11 / 1111111 / 111111 11 / 1111 1111111 111 ' 111 1111101 /111111 1111111 11 / 111 111 111 I � I I I 1 I I i I I I >I NOTE : I F TN IS MICROFILMED 1 2 3 4 5 6 7 8 9 10 I I 1 2 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 L2 92 SZ bZ EZ ZZ I Z 02 61 81 11 91 S I b l E I Z I I I 01 6 9 L 9 S b C Z I M Y 2 �t11111111111111111111111111111111111111111�1111111i1I111111111I1t1111111Ii1I11111111111�1t1��lill�{IIII1�llllilillllllll�l�llll�lllllllll�IIIIIII!11lltt�llll�111�ItItiI1111IIIIlllltill111llliillillllllll1111�1a11I11 llllllil111tilWllUll�llll�ll11I111111UIIlWlllll 1 9 9 0 _ _ I 7/ ________ ___1:2____ t7' 2/Z D,v MIL lagcEt ! - 1 (Ai/kw tCL ' : - CQire'ociQ ;- Pies- up GA61..E0 Fe,attlE - NIerfri / pi t"7: pos u2 t: " t v 1 F= Ce C9 ys I; Ce = a -7(6-200 ; 0.6(20 :40') cjs = 7psF 3 1 : /.O Cq wl wowp2d Lux:; G : 0, 6 LCr LA456L LOAL1. s 0,5- (2o c F = 017 ouTwARO 0 - o ' :- P = o. i (0.6y1-11 )X1 ) = 9.spsF Auumcv 4.8 /- ,F o UT LOP( 20 '+40, P - 0. e ( e)(ri)(I) r /0, 7p5F iv 5 6, 16 ,CSF CUT (Z oo F s 9, 5 IDSF 0 u -rypicAc, Uk) s-r - I_oitiG-i Tur ;t . acere7yo,tp,- v a -- ` va GU0 [. 4 '' . v god °, s" , co&N 2 o 4 b e:. 1 "koI 1 �oT�C, Lc/9C TO FiP. r fZooe = 4&367.7p.,04- 3G6,p(/(,, 3psF) .- Ge3/s ` F , vlAL.,., = 64...5- P ? 46631 1 SNEAFL FOCCE s ;— L XTE/216to wAL-z S (eO,os) �S = 34ggig .7.- 684/ � 50' l s-...':3:, ..-E-_, .:*:.•.\\ :1:j ; ` '/z '1 pi.), w god e & I o.&, y *v t :D .r \ 5164 01 A .e C 46 " 0.0. id.C.QMP. 14d---°)-1"--- 0 :Gori 'r /'�'�PR /L'�. C��ia2 ,►y)wA�c s £s - =°�� = 81 'Al/ c, t• / 4 2 � 4F B. NAS\. Vst Gyp J 6 d CcreGEize- & 4 "ole, 6-/e' A , t C 46 " r) .c , '', �'�%e' ( o kir 5 ioE - G A ��,o 1-4. ) ��, of w a,,,,hc ,p\ { ' :41 i'‘'-4''' 1. / ;*fais;L � v U d , 1 iiirmo- 1111111III114IIIIIIiIiIIi jIIIi1111111111111I11111111111I111111111111 .111111111 ' I11IIIIIII1IIII111111111111111 ‘ IIIIIII 111 III _ IIII � II11111 � 111 111111II IIIIIIII IIII � 111 IIII � IIIII � III II I IIIIIII I NOTE : I F THIS M ICROF I LME D :........... I - 2 ' 3 4 5 6 7 8 9 10 12 116 X DRAW INr, IS LESS CLEAR THAN THIS NI )TICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z 1.2 90 S? ty? CZ 22 12 02 6t 81 LI 91 S I VI CI 21 I I 01 6 9 1 9 S b C 2 lulus" 111111!IlI1IIIIIiIIIIIIIrni11IIIIII11111I11ilIIlIIIII1Iltillllltllllltlllm►hIIIIIt111111;11111111111 V1.111111111111!IIIlill11011III1IIIIIIII11111IIIIIIIIIIIIIiI11111111111I11111111d111111111I1111111 11 i 11� VIII Il11llulllilll1t111u11u1t111111Iulllll1IUIIIIuIuIIu1111111II,IIIIII>1111IuIIlII I _ , ___ L 8 , ,,,, --,„ _____________„.......______ /- oA /Z o,(..J77Q C. //2C t S (C ow-r.- ) _ T p,- jsVE2 ..er / /,l24r 'zok.) ,- 7c7,4L F 7C /57 12a,R - F'' 12. 75''(9,6-44.8 pc _ i r7= 5O' ( 2 / ) _ / o , 39, w SA/EP 0 Tc_ REA 2 1�/R k,- r .g. 4. �-c `g` r 7 5-9( .;5 2 5-96 : 1Q G . /8 ' 4 Vsc 1/2 " Pty \..0 //ode. GS" e .C. QSA, 8c 3o ' e' c, $NEeiC 7-6 ,i?o 7 L4*GC 15 = 259 = 4G +i/i 5-'7 ,� ,� IP)E p I.y who d e_.. L ' c,.C. " 5/5 Na 4,13 e 46" c.c. 4. /N 7E/z l v 2 SPE-412 (4..)44.e._ . - 441 t 1,/zu&yP 5,176• - EA Sof w/Sol ctsozEa f c 7 "e I e. 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N �,J 95 T'> F �1 C. -..(4 ( j.,I 1 Krx�k. :•:••:•.•:•:•:•;•;•:•:•' �ii.��...�m►�►.�`1� /, .A* - 4 I I� �+J r Q�s5 Q - I_Q d r •-i 7....--z L.)OO L.-OID O FASTEN RATE. 1Q M I N:, • ....._ ge,)..1-Py 1 �-L-'t, . • •MINAS.. -. f f, Y I 1Ye": 11-v" l l �� r Z .4A,1 t: s "1211'£ ''x ' trLEILEIEvtL0 �''�' 46Pt�`-F (cam r iC' -) � RNLI Qr II E di`I I Er TY_ 111111 Z � ' �4•IJ•G. J // ✓ k 3c. Fle_EPIJ�GC (XLI'1or�-E , 5, A - - 1.._ 7 ,r vl nciE. 1 Ata -ILIs-�) _ ( ` . FL'`:ae ) � ull 0. k2: =ice 1�4' L" • e - / Zr- Y tJi , // , / -4). • >` E11 -.r44'....4„ile.r".(1 ..., - '," i 2 -, L CZ P, / P JU:41;., S aF 251 lo pLalY- /, EaJ`►Ri F 'T�i' ) 1 r0. rE "F 8 , 1 I 4/ ' plriffale515124614XL- --r-ED / .I t ELLE '4. _.t19!VE. [-Jile-- _...- 1C3ej Pe: . ----FILL- vog D Q. Pt-Arr E. 0.11 LUCK � v l<aISTEN 1 Iy --�----t- To FLA N LA TLIII4 V kr‘ ¢ `c"4Eas ` I 5i QAC -� off; Nlvr-Ic gea(. Ti,`� TV 44.Il.4►Jy Q �'S ..�ill �_ SEES •4revE,"N. t 0421( 4.•aikige C.G0-1C-GC INC! 11 uc.. -r%O1J ritE, • • !� `� s-roa I 'P,P/ Si 1,-11LAZ IN Z. I ,,ETC., cd? c E ►-lo.�Z./ Wit ":rg, pc,L_ :--. ;, --. tee L�,�u,1 l -Ti 1 vrjsk r .., / .0.: i r-3. [• ... .1.• ji. : .. • '7.. L ••: ,.. .& . ' • • • • • .40' • ' . At , q • J,�+ 1lf. !"� , a : (9._ TWO HOUK PA R:r Y wA�._�.-- tG�I VI�IA.� (r , 1r-0 .• -..w/ -+•.••.rr.•rr.... .. _- ,..,....•r.........-. �... \*17MMa h .....rrrY.a a... ...w..�•.►-r\w-. MyAal,i�ra - �AOt^�/4 '161011.101004.0.014101110001.0% Y r .�_ •.� • ._.�.+• . 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DRAGON • r , ' . ir' 1 !w^. 1 ' ik• �. "iw `• ♦• •� •.2 • R 1, •:`1. r t • . ' 1 j• '' '„ 1 ' ' �� i /#1 ! •., ol. 'y1 , ,A:.. + n al ...��pp�.AA ./� . 11f1 r 1 r j " .i,,• ' • i�I ..��40 I 4kr.iN Itl ( ,. , r, • : �`f , T ,, + , ) ,,� ��i'♦�• 1 f '{i I , • 7++�'' . ; `..• t' ,` ` 1r,•j,•.,, '✓ .t1,t;:,n �'• �'!dr•' i✓••7 1 ,` '.{ �. , r V : ' :-.: ' • • � rw ' 1 ) <�� • j +A( d .'E1 y1 • ' / / � / ,�i C •L k 'T>! Sr �' �• 'w1•I �Fj 711 "�1 1 1 �I r ' /C.rI i •, , ,` 1 •4 1 •,+`'� - • rT .. t ,.N . ,j• \ .# i '• �1 `„ ` i j, �) ver I r'"1) y 1 1 r !r �• t •_ Y " • �``'� ,�w • M • 11 ��YY • T S",t '`' CreamM ��f r M 11A t "� �+�e' sculls spelt1�1ail 1w ' ly w';, t • �, a art Mw ISEt ;•i' :1''' r. it 1�' ti +' „ tJr. , 'I ,� ; r; j ' ` i • ,, • t ► ; r • . ' ltr'l �,rr,,« ' 1. . ' , I t1A�'1�"' 1�E1 ! 1 ►• l�• GENERAL CONDI110MScite Oo110ttr1RtlMhIdettygltweti des to arrsl�s iltnl11e1tIN6r tt areal tlWrl Nr , t+ • �' • ! ' ,. MMsrent4;.0 ;•w' . • ;th + • E. " E� :1711114- M �` r'il°tir1 { ';' , cera • �� ". r 10 I'S, t r'�A �i al o [ atirllot tiYti.iia, etc n., • ,1 ' T ! !•L �' / tr ns/ +r�''f •� 1 ^ ,r M,�,/,.>� �1� �� 4 - A� • t. 1 . • ! 1` ..A.• 'int dill i' + � ' /'3 ��11 jf% • a • a {y • J ,. �• t f .• . ., + , r r• ,,11�� K �• '� Ii w • t - 1 t „el The let lssstc ltit0 ow ftilrtolyIf111M MpSt t se•�a $of 111 ly-iupt `'► • ' �'}; ,. ;decide 11dA11 irrp l .It!1 �i 1• '1 ra r + { t r. ,, i''','10, x ,�� , ., ' , o t gyp`' REVIEW AND ACCEPTANCE F SIZE P M� meJI • liar "es C �f�T+M 4 4.AN IiNO StE t I 1 C�1 T I ONS w 111 M Ntlpocta 1►1• W leve I f y tM t l Kd►ar r t.+ra>iN tett d111'Ca �llet •-' • • "I' , r F1 s�o. ,?.> 1 5.,: ,� ► T 0 c , 1 •� 444 r''w 1 • , R ,�� t with efts stsbecent settees• r •r ,� ,411 "-.1t ) 1r 1� E' �' I' `. r I f'� `�1 y+- i + '.,1� 11 j� A •I Y�• y1 ' t 1 ,L,l +�,�'#t ;+ 'gib 11i*tl�r ) �� ,, f t .• I• /, 1. ,)+ ,t 1 A y, ''!' i R v s i,. .i�r 1A r►q the owner, Tualatin OavalopatttwtLump,wny 1 M rrtplt e� •al� f�>a *�'1 ,.M' 414 �•, t+�.rw : ,.� 1 ' Y•. 01641 4,r;1t wlll be the undeestendi of 1 •• /�It�n6lrg ai1i 1ma teialo1 ,y hw I�ii '%ir ' 1 r' ?'" • .that the euthe rector ha a 1s 1 r 1 TISe Con$tCuttLeh t e f Tw laa t 4 •at , - ,� �� 1s t ev 1•t /snrelPT , f �,y. 1 ;;fit ,/ .• + .M-' �� L. / �D Y ended and has accepted art can- MPtl/te ep�awt will be rwpal�ltll►►e 1tK ►, ► ,• + struccion documents les specifications, •c of Deese to the eff '+ " (p Qops work, toil and the vette/ wbtawttastore. f f r ) • . . ) Issuance of the change t 't �I `• ' 1'' k ..Ir.' a,� / + "1? ' I 1f �1i1rYr Far rlq K. _ 1 '� r os• ro ' tsitetot hs time of bidsubmittal . + i�Artl er • 1 ' {, 1 t e �- 4".r•1 , i fJ A I.r�1 1 proposed •c t attl� f t • 4 • , • in, , / 1 ♦ 111►ch Vernamet \ - w.__... r.r. ,+ AVAILABILITY Of SPECIFIED ITEMS. ` ' ' • v►� .. i ` t 4 , '4 , • + f H. .h1r �e$P.Ptgr slit•11 1e fsstimi 'alis for ►.roper 111410' Me ill' Plat nfjl , ' ilttlt EMtr� ' re 1•'/�►" solid reeve fIi.*$ tIt , Subcontractor will verify prior to bidding that all specified items will be t if , 13 Wits, CMArIMtr M1tMdttl. end Other eyl+attsl e, ' - available in time for installation dueln9 orderly and timely progress of work. C� Ar11w will pnftl;eet oil e•rsdrttd 'Iraw ►rMtrttn(• ��, wMlldlila�, 1 e j 20 .lth to a (1 #r Nt1d with � OE S I GN SPE C I F 1 CAT I ONS fresseln1• anal hIo'r • effoG t f a rMtlrer.. , • t ( . self Mr iclosing jarsrig) . s I ve 6 t h i In the event specified items will not be so available, the subcontractor will It1A�era, unless 4) Concrete *hall 00.arc 1aw11ea t l v i Its a t ed Sufficiently f i c 1 en t I during • • a ex he nit I w no 1 !ql kd-Y notify the Design Dehartrment of Tualatin Development C. " prior to bid r r n'! pwwr to 14,4 0414 likierrI P ;e,,, ` submission. 0 1SION 01 : OMIT •slur• a cer.sittsErrt I+Itrvg nm I stature throughout , !) tlAcnors end gravel• r / � � � i .e 4/ : tv be p e les i shed to art tore finished n r shed interior •i t Iver% Msed •' i All costs of Allays because of non-veal lab! l it of specified Items, .Then such 7) tistss for steps rill b 0oestructed with • mint throvgiwut prof tr " ` Y D4�" t►eater r i ItA awl , •' -,, delays could have been avoided by the subcontractor , veil { be back rherglsd •s DIVISION 02: CONSTRUCTION OOCUhl1iRS a onitiet.m 6`" riser hfitile . S) � peoutdo all doer'eardware as specified in Division 3e, Section O, herein . �'1.. , 4, . 1/ 1,.necessary without' any •ddltlonal cost to the owner . E Se1lMtorr t r aC to r t ey `siply etasttrl a t• to i or end finish swap l e s for se l ec t i ors t o ' Section A Civil [ng l nee r t nq r nit' dwEs 1 o frMiarrt ' SUBSTITUTIONS OF SPEC i F IED PIATER IALS e) llamas will net exceed • airs imine, slope ratio of 1 . 15, the D>as ace Isepert.rs.nt of TtwElat In Development Cary for apMnowl prior ' f• M'odl+c a 100. i) Plans and Specifications by: itrtlsl��ysa1 Ir Inerrring by: 1) 411 *uteri's' tie, end walkway sur/ache to be exposed r ' /s► agreeing. with • 'i,� �" i Proposals for substitutions tut ions of materials,aI s, equ ipnNsnt s, and methods will be /�Cir)i-'C 1.= GGi\�`i(.LT'A►InJT•'c NG' + t1 I rs sepr[y legal sur!race Iireitthl. • ' „ considered only when such proposals are accontpanitod by cull technical data � � a e N IA ill and other information required to evaluate the proposal , 1t�0 �� l� �' �� AV�II,>£ AIVI 1i : 111 ' KT I LAT 10M \t 160?4 S.V. lake eco+t f t so. 01 V 1(14111.2: OMIT } �/ Proposals for s ub s t i t u t i pC;R-�ANG` �" rd.-6 .�N ?Z Z 3 meta Oswego, O t*� � r "` • • fr1 f�t t R lilt Nr ar11 eOtrn togas i s ;, ' qts will be submitted to the Design Department of r y'' Tualatin Dfor susttMlt Company - i `' a,.l y ($63) 6)5•'11110 i Y 1 S l eh 111E MATE h) M!niv ilio 0111` a d do na paw t s shone on the drawings and specified ;;1. !! ( om'� ' 4(114 ) hit'ehi; tatl� •t�tj w plsst, t+trsted rs1 aperrtlag. i .Do not substitute mtateri•Is, equipa.ent , or methods specie led unless such6ectloa A Fraetiwty Material , , • rf substitutfon has been approved. X): AYt .OYtter mad d lltstpotiet Mtltrlale to tree Z4 galvareited $h�etasstal .Section 9 - Architectural Plans 6 Specifications 1) A11•.1ilt a is fo ;I►e vel! ,CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS bortta t, fro* of dryrot , tww itssor air cis ae dried of mnlf8ree e>toittvtri �ttorswa,0e, $„ '*' = r• fK» teloauttirh elm • `1tt j1 ) ►lana prepared by: MI<tf1 ai'M stabil wxg1lsA. r ). h► lvp+e 9 attly to end Of trues tails. yy ,'',e1• + Should any Conflicts occur in or between construction do4ttrents, the order ,. ',A11 2 r► studs to bs rt DI ternitride CClasr `Ift�ltgl•s /Ir. A�1~ " � ) A!1 wtsttarfelt► t4 bs • . t iy leer paint • _ , iof precedence shalI be as follows: Department of Planwnin9 t Design t •• / /rola ng I ette + t . ,121+ tet , i•' • ' • - • f+ j Tuelatin D�evelobwtent _ -pen � l •' General Conditions . , 15)00 S.W. 116th Avenue y iih!i�'Iil'f 7 �, ' ' y ;1 ; i "'«I 'r• ' '.40.• y a s eM. 1) �) �►pdpt ae irisottlsrec iso di e•ot i to store o ale. ar I n • y s 2) Specifications i) Pres..wsl treat ,6 1 t ?ts, plates),, s'lieears, aril inp biosis , tine'' ' 41 Studs ''rY t 1 • i Tigard. Oregon 9722-. risal pets 1 A Ihtrt111tnen t r.•vtt eC t raj t l'. cont re t It, &, Iierrirt ePrast s so Etr l n t!t a t l al d, iaa. '✓ y 3) Scope of Work ` •4) Large Scale Drew':ngs (Details) (503) 639-3101 • 1 . . , . 0 . r • 4 1 5) Small Scale Drawings • 4) All ir)q tr' dei Iversed to project site to be -stored 6"° above groondLond pro-, 6) Field Superintendent taCt.4 iltrdn weather. ) It.. •beiurp►peierts to be always Instal le Y Ouse w, thent :offset . Project Sect low' C - landscape and Irrigation 3) AM+of mil sheathing to bei" ♦ ply C.f.. t-0 grade exto ,for les i Section O - Vantikat ion •i 'I In any case, notify the Design Department of Tualatin Development Company D p Yom• immediately for their consideration upon finding conflict and prior to 1) Plans and S : 1) We"' •i! lwnC•tc :; Specifications by: 04 • directly tA. xterior , per plan, providing any required proceeding with work. 6) Pl oolr i a t Neper 'ogee! to be 5/S" Plywood Iwbf l Dor, ,ne l i ed and die+I�aT wt fere CSN11rr Da, id i d Zimmerman , Landscape Designer with. , 6126 1 f>Bhnorlght venerate leer. s • I �, itiOiltti;14:41111i4;1;itind Terra-Sol Landscaping , ltd. .TwI•tin 0re �) ►%av1Iq �'` O,I' C ter reef esteemi 11 t rats% !st ocveer to1 fs>•ebbe! i •r• FIELD SUPERINTENDENT n grade plugged and sanded axtarjer Otte plywood at ail , �� i11 ' t tt+hEt+ sg0� ,IIiKIN, les err floor joie+ts per gleet. roof and deck overhang possess. Tualatin Oeveluparestt Company will have at the project site, from start to (503) 6 -3067 + 3) All vents t$ be properly flashed ind caulked to prevWttt weather Infiltration. I t2' >9) Previa. a 1 1 f i web i of k i n9 as apo 1 reed per Co .y ' finish of construction, a responsible superintendent acting as an Authorized6 All ventingmaterial to be i� _at sed sheet Imetal , Exposed Agent of Tualatin Development Com: ,ny , The superintendent shall be on duty _ 1) M1;5faips h Nealord ebel1 ode' t6 P Geeslin hits ) ' ems. 9+t E pace surfaces to be4 ) during all working hours. Any instructions or notices given by him shall Section D - Shop Drawings , Product Data , and Samples DIVISION 10: TRUSSES • ',Anted riataA materiel directly •11Jweant . havf the same importance as If given by the owner of the project , Tualatin r' 5a., Development Company The project field superintendent shall be responsible 1 ) Shop Drawings shall be prepared and sl,bee1lttsld by st•bcontrectors per attic area per code with con inua:s ridge vents and " • for general on-site supervision, scheduling, field work authorizations, and specifically , Section A - Trusses Per glen gable end vents C but not necessarily limited to, the areas of work 1 i approval of work 1 ;; pp_ prior to payment ofthe subcontractor, listed: I ) Provide all roof trusses couplets end in plass. located and sized per plan • ,. O SUS CONTRACTORS Electrical t ) 4 1 2) Trusses t be cor ,tructe�d withpitch I. ► Trussesper plana. nee ehP All subcontractors must Inset prior approval of Tualatin Development Company Cabinets r 1 �r cern Subcontractors are expected to be accomplished craftsmen of their trade with Plumbin If required3) Trusses t0 bear directly to top plate of exterior twlis per Lan. Toe AlYt51011 16: ROOFING Q 9 ( by permit) nail with 16d naiit at each end and tie to topp - • reputation cf being able to complete work within their specified area to clips plats with metal hurricane rM ' f2bf1�Pfr! the highest quality of their respective trade. Subcontractors will 2 Drawings , Product Data end SamplesSection A • fin s C supply ) Shop will be submitted by the Roofing 1i to Tualatin Development upon request references, repressntive work , securities, subcontractor with reasonable r 4) Tress supelier to submit detailed shop 6rewlnes and truss loyout approved L i� ^ c� promptness and in such sequence as by a registered engineer tato the Design Department of Tualatin Lewloparent ' 1 '" b I and/or bonds as required. Tualatin Development Company reserves the right to cause no delay in the subcontracted ark , work of the owner , C ) I�INQt to be 235 lee Ael eattCorn as manufactured b Bird and Son or 0 to reject any subcontractor upon failure to satisfy requirement necessary to ' or work of any other Subcontractor. oliiPSi- for approval prior to fabrication. Trusses to be engineered for uai , y mien prove their ability to perform work specified. 25 PSF snow load, I PSF dead loalrf .ice,{„► it ► ♦ . 1 m Norio ,trawl- .c t.c#•e 0 'U • 3) The subcontractor shall submit Shop Drawings , Product Data , end to stain building tot►uctwa, which shall be designed for ecllttlrhq snag+ load . pt MATERIAL PROTECTION Sampler, to: varying from 65 rsr adjacent to Mile strecture, to 25 PSF at 2+0' out - / �~ DI • VISION 1 1 : FRAMING L ASOA • 8 �� 2) The shingles are to be delivered to project site in manufacturer ' s original The subcontractor will be totally responsible for storage and protection of TIC ualatin Development Company Section A - t'raaliw►V lamer Inc. Class 'A' , label . all materials and equipment related to their particular division of work. 15300 S.V. 116th Avenue unbroken package and shall bier Underwriters Laboratory , C No credit or compensation will be allowed by Tualatin Development Company Tigard , Oregon 91223 igen. for reasons of theft or damage due to vandalism or weather to materials or 1 ) Erect interior and exterior wells so as they are elwmb, straight , free of °� Al ! Shingles must be applied in strict accordance with manufacturer ;s ' 1 li ,equipment left unprotected. The subcontractor will be responsible for deviation to plan , and square within • tolerance e1 1/0" in anydimension. B specification D • •n authorized installer . •� •' latest rinsed p p pro- Attention: Vlad Voytilla t laby ' an of materials and work performed by other trades. 2) Framer to •Ila. a 141" unobstructed clearance between stv'ds for 4) ;ingtqualify for protection under manufacturer 's 20 year warranty for 1.) By submitting Shop Drawings , Product Date, end Samples , the sub installation of optional medicine cabinet at each bathroom well adjacent product . �. , OWNER SUPPLIED PROVISIONS contractor represents that he has determined end verified all to vanity mirror . materials , field measurements , and field construction criteria 5) Subcontractor to sleply to Tualatin priorDevelopment ymrn�.ry, manufacturer 's • t Tualatin Development Company will be responsible for and maintain the related thereto , or will do so prior to tae star; of work, and that written warranty upon completion and prior to payment . proper operational function of the following: he has checked and ..00rdinated the information contained within such DIVISION 12' WINDOWS y"a r 5 'f submittals with the requirements of the work .n11 the Cans r_►lltti0.1 -' 6) Color to M Niyhlarld Grown per manufacturer 's standard color selection, 1 ) Temporary tai le: facility Document • 1 ' 2) Temporary water supply for construct ion purposes. Secrl4n A - Sliding Windows , Fixed tilndows, Patio Doors 1 3) Temporary light and power • I 4) Temporary heat , as and if required DIVISION 03: PERMITS AND FEES 1 ) All sliding windows , fixed windows , and patio doors to be aluminum frame as DIVISION 17: SIDING MATftAIAI L_ _ •5) Job office with telephone and space for storage of all _ '-'-- manufactured by Milgard Ma�nufecturing, Inc . , or equals per the following j� CAmiond 0 _ construction documents, Section A Building Permitschedule end sized per plan. Section A - Sidiee I C_ � 1 It will be the subcontractors responsibility to provide any and all necessary 1 ) It will be the responsibility of Tualatin Development no•^ron to Sliding Window* 1100 Series I ) Ail exterior siding! to be I/Z" x W' & C�rfjoecedar bevel siding. equipment , tools, materials, sk i I led labor , etc, required to perform and y Fined Frame T00 Sen••: r7 --� obtain and pay for all required permits mind governmental fees , ur►less I satisfactorily complete all work relative to their particular division of otherwise Patio Doors k50 Series 2) :idinp to be pre a �� Jt -1 work specified in the construction documents for this project , provided in the contract documents . • prior to installation. 2) All windows to be double insulated. - '4. ,.� DIVISION 04-05: OMIT. Its>frltlf Q -z3) All windows to be "Dur•bront•" finish per Milgerd facturihe, Inc . p>' , . „.. MEASUREMENTS -, spell f ICat ions. Witten a - Cedar Trim !',s1 + N Before ordering any material or perform any act of work specified in the , M) P rev i ewe t oMpe red 1 Nd at Err/tom pet code. ' ti, gl . construction documents , all subcontractors will verify and approve all field DIVISION 06' CONCRETE FOUNDATION 1) Provide 4152E grad* or better western led Cedar siding and placed per measurements relative to their division o/ work for this d project . '.S' K s Y ci.G (. P4 Ks5 �O'N ► Ili-it- i),41/..6 �,T'167 Gam.^tt lG• , r Irl nr.. ,'' Section A - Structural Can c r tr t o 4e471011111 ,1141110111110101111 t division l}4 0 Firm* ft:7)- 5; . It is the sole responsibility of the subcontractor to notify the project - r • field superintendent of any deviation found between drawings and actual } • I field conditions prior to execution of work , 1) Provide all Concrete •/oundatiolis, footings, and piers reinforced 1 - r • •;t �( end sized per pion. All concrete will be constructed so as to not 1 i (Li) L i foundation a h exceed dfineinslor.el tolerant, of •/- 1/g" in may reasuramrrnt and poured �_ It shall be the assumption of Tualatin DevelopetMtt Company that the AN= �! _7 level end true to as not to exceed a tolerance of N- 1/8" with respect DIVISION 1): [II>I Al :' . ' subcontractor approves field conditions upon the commencement of work. to the specular grade. . �"" '"-••-- It' •- + IIv1i1 4 1v* ' ' ( naivete) (c yr Section A - Motel Entrance Doors ) • y . Tualatin Development Company wi 1 I not allow any extra charge or coMtpenaa- 2) A11 concrete forme will be also* %roll prepared end surported. Concrete � M Y M , • tion on account of differences betwp•n dimensions Indicated on drawings and iyl ► 1 •� skill he sufficlitntly •mechenleally vibrated during pour to assrere • con- 1) AI4 togslerll ioyer es (shell doors ,to be 1201 actual field conditions without authorization prior to start o/ work. slslant horbgonoJl mixture tree t , • ' e. J \ ° °u • thenrtta-Tris aft +trwufpctlseed by Lebo StwrM 1n41etetrles Idle**. Dreier Is - . , , • Ks�oPetla�al with manufacturer* latest torr l�ew •Leet i f lave Lemli MI s l,titd per '1) Proirl ala ,B tY �t 7 0`' 1/14 sections l o Ahead moupntex woodn•e i s flush panel *gra.t.• 4P" 3) All concrete owed aha i by Ith a premixed or transit nixed with a elael , ' 'aM siege as mtlertufatttsr•od by Cr d Door ny, IIJpI•l!t/II.i�Or compressive •treng't�` : 4.1 , at 26 days. •Val. or actual . �Na e, , ` A) ; tl to be ItNta l l ots wire t A tar►'I s l E.e rM r•, �' * I f+11+4 with ;newly,tow Y �rlpsllp 1 lk t e) The subeowerectoP shell be respew+,slble for proper • Ing and platesmeet 2) t ieneldtlars a be rely Mt 1'es sill !+I111 t f' t tom». Meoplgr •t /Ad• .1, l of all bolts, canmectors, anchors, and other relator diatom. Sub- ' i ' ' ' ,S ' iI t„ c M 1 toad N desert to be painted, Int 'len of doors to resteivs one coot of ,' r •.�.d • k • k 'i ,I•,'. contractor will protect all comtrete from promoter, drying, vodals, r +.� freezing and Aerarul effects of weather. s 1 1 " t! >� per Ivlsiun 034, I. 41111.1 • , St. ,; I A „I�111 i 11 1 ,1 I r -Sy I +. is/ .A* ai �- .. r - Z': - .4adiums1. 1.11 • t �' l r ►se a I 1 .' `', �, jai •- '11i1il 1 IIIi4IIIIIiIilili�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIITIII'IIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIII'liIllilllilIIIIIIIIIIIIIIIIIIIIIIIIIII NUTt : I I 1E1 IS MICRJE ll_ME U I 2 3 _ 4 5 6 7 8 9 10 I I 12 DRAW I% IS LESS CLI AR THAN - - --.-_-_.._. _____-__!• THIS NOTICE, iT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 62 92 le se se bZ E2 22 Ie 02 61 91 LI QI SI hl EI el II 01 s I9 LII 9 e e 1i a 1 "•'•" Iwulusih nlunliuiluuloilnulnnliiiihmllltllllulilllli111II1 iliiiiiiiii IolluilliiiiIl111ltlliilllllwillliiiiiiiIIIIIIIIIIIIIIII11tIIiIIIIIII�I111111111IIIIIIIIIIIIIIIIiIIIIIIIII111iIIIIIIiIIIIIIIII111WWII111111IIlthiliniIIIIIII uliniiiii Iinhiiil1111IIl ilifilIII rein MAY 1 1990 wH COURT 15485 6 OF 6 T TDC FOUNTAINS BLDG 6 37-K ••••••port-.. tqw• .V� •••.i•...or..n r"mi.•••••loi'w•'T" •r+.n .•,rr 1 •-•we.•^r P'rl'!. lr.w.e.� r irT �I ��I�� t M � � �- ' ' 1 j. f^ ' ► , �r •l/ • 'h' • „ �r . r t •., ,r. ° •"717 �•.•" � i , ' SM•, T 7 , A►i'f ~011474 �I+ `Y 1j+t�"r , 11719T1 N'� ~Ern.,!1r• 1 r , , , . ..••, , . ,tun . I,o+AI/. !ifly�!t••, , 0, • r ' . ... 'lt, " 6.,,•i... •0. 11 • • • • f r. ►1,.�1J y•" �'� 1. • , , .J1 , _- ., `, .1A4. y • 1. 7 6 it 1 ha •.,'M',1 1, •� 1 • (• , , DIVISION , : . .... .. • 21 : WIRING ,�' •'"r'',`.,1,, s.ettou 1 Sett laatulstlon ' t , I • ' .'r ,. '' •�r 1 �; f �,._,r•° .:1,1i•. , ri •• 471••4 '".4,11:.�,'1 ►1 , ; s'Ai 1. 'p.4..,•get 1 ik . j,, •�nl.. 'i► `'� , ;• 1 • ' } a.. ' , • Section A - I ` • • ',a 1e ;� - •, r • '.r • 'AA: A a .c,._ •, ; 1. r• t ON > ' ~ • v�•' •�, '4'.,,,_ 1' •,jr''•. .f .4 ,, �',,,' ' �'••' ' •� J.• • , �IYil ""' mi MONO t- HAID'415. , ..-r., r•� �,l 1 E ect• cal Wiring . , I) PretVId. 1311 bltt type Insulation with Kraft + M ,) fes" ��' f • a title batBllhi �'i stept*t !�1 tiirewlnu h r ,, ` i,c• P.t....• �Y, .l t f • • ,,• , �•' b I1 here t r, , ( 1, ' M ° ;' H h y1 r . Jr, ( , t'.. ,� ' , � 1 ) Provide electrical system as shown on drawings mod If lad herein, ' ' s r r NLdN 1 ,_ ;1, �►• } 1' , .ti �� ' .a +r ,* ;1 1 ' r iitFt;lo+w t# - Harmers "' A 1.-. d, , I t k40111 colep 1 e c a in place. cestad• and aper i r1g, 1 w 114 0 c tn•t hbM >��' t0 0011►1 Y with $$S N D0+1A R '1 ralNrmt• i±if► I 't "' ` 1 ;r',' 1 ' 1 - '1•'k►• w 1 , .•_ • V ° 4 •t I ud i t no es se e l l A i ` ► t Ica j limited to all service, breaker panels , raster base, outlets , switches. M direkd �1 t w•►, } +-T ' a). �11� +a I,Is Nltprl r, t r1 4, �s'y �Ir- .r ,, `.^,"!v;� f4 't1 t ,r; t� X114 miotic glass ►11lr�ror free Matt!• f ,•„�I4:‘,,,, • 6`, ),I. i ' �• • , ••► , • % • :t I•t -. j r •••-• 4 •,•' •• •♦ ,. •h — r` ,v lights , bulbs , and wising required, per Stats and 1 al codes. • a. ` '- ' •.'1,:' `} r .0 g Ai1i titer ser wel'1In 1r 1) Collar! 10 1M loftatit 11e, tell lita> / •eliIstlliltcl. •:) Edges to be polished.- m . I) , .i t ewiMlrl be be eelatld wl fix, fi .thlt .oat rel woe( Wit is• ' ) . . 2) 125 AMP meter bast , 125 ArfP panel and X25 AIV sarvl e. iwV �e . Ai' r./ • �� K 1 bloat M1 Mt11t11Mrr1 eolht� spiel Ns sy111MIRt. • , )1' Slim It• and 1 stet 1 on plan. /• /' . �� O �, >ull:Pi►�c tr Motlnit dt, to r�ttvm'MiP1lU}y6, Mkllltll'r /N L;re.�,/Is1C1i-• 4) Ail exterior well cavities to be Insulated with sllyrslas watts. • L • 3) Furnish and install all bathroom vent /light/heat un Ls as required. ' ,r IT i� AlAI 1 ••Itrter rasp '• 1 sort i gems 100 r,thisii vim,.. ' •• ', • . Mc t tee 0 - Its rdtfle r• , .0- , Nutone 19420 or equal . 5) Vapor barriers to be placed coward heated slds •f well. . • Settlow 0 - Exterior Painting I) Moor hardware to be Iptikset W►eciee. rr� 4) Supply smoke detectors , located per plan . 6)) tree Fiberglas s 11 1 seal under all commonn w ll Ptd exterior well soil p l atiss � at foundation well . 1) Exterior siding to be stained with Olympic, et equal , sinal-transp4rani. stain !) 1b�lt •nary doors to be keyed w/two keys per unit . r 5) Wire and connect all appliances , per plan. ' Trim to he stained with Olympic, or est , heavy body stale r. 7) Common floor/telling assemblies between units to be insulated with 31" -:------------ ____-______ _ 6) Provide 220 v . circuit for clothes dryer and 220 v. 30aato. circuit for mineral wool bates betweenfloor jalsts In • continuoussealrrfsr se as to 1 1 heat pump, located per plan. not allow open voids for sound traesatttancs. 2) siding to be 8m/dipped stained prior to lestellatioe. ` w 4) Provide grand waster key accesseble to all common foyers and all units. , I) light fixtures as listed it Division 36 herein . 8) Provide A-30 Fiberglas batt insulation in all vaulted ceilings. f) Garage door, to be painted metchleg body color. Deliver to project superintendent . • 8) �.Ii ligP.t switches to be mounted 36" above finish fl r except as per plan Section C - Blown- In CeilingInsulation c + over vanities and kitchen counter. ) Entry doors to be pointed the tr h color. + S) Hardwareateachbathtobs: 9) All outlets , except at counters and vanities to be rr$t nted 12" above finish floor. 1) Provide all blown- In ceiling insulation located per plan. Settler% C - Well COvering 1 - 50" chrome towel bar - surface mount 10) Install one single freezer outlet k rear of each ganga, WAIL era Kajre,crivC �• �� 2) Insulation to be eschar itb•r la>: or Cellulose and shalt have • minimum 1) bath wall covering to be selected ►y purl>� ser and Installed 1 - throes roll toilet tissue holder - recessed mount .lAv JNrf 9 d ►q stA-csntr•ctor. 1 1 ) r e-w r e err garage door opine' in each garage . - value of R-30 and • minimum depth of 9". Prepare all bathroom vel is •fob wall covering. , - Pressure fit shower rod (at all tub/shower enclosures) V • Section B Telephone P:ewires 3) All insulation to comply with State Code Requirements{ for application 2) Stdlnsal' foyer to be well covered, In r loth. Selection to be 1 - Obsews glass shower door ht all shower stalls) 1 shown on p 1 an s . 0►t' �O.C• Ck'.11Mi .-t 1 Provide 2 telephone prewires ' unit complete earn Customer option bath her.were: p De p operable located per plan. 4) Provide bafflesat eaves to prevent di spuria l of insulate. Section C Televl5ic:n prewire ,VIS10N 3 : IN f ....W __D SURTub/Shstwr enclosure shower doors w/chrome frame " Section 0 - Moisture Protectic:n Medicine Cabinet '1_ 14 1 ) Provide 1 television prewire per unitcomplete and operable , located per plan. r Section A - Nigh Pressure Laminate Plastic Coumtert•ps . 1) Provide 55 lb. roll roofing vapor barrier under all interior concrete 8) Provide self closing spring hinges et each unit entry. 2) Provide 1 central television antenna per building located in the attic area. slabs on grade. i - 1) Provide high pressure laminate plastic countertops at all kitchen counters and 0 • vL n , Each television prewire to be wired directly to this antenna. . vanity tops, pdr.pien. Wilson Art and Nevemar are acceptable alanufatltursrs r (Formicabrandlaminate wnote accepted) .llillbd) . DIVISION 39: CARPET # r7c^rtlii 2) lap vapor barrier edges a minimum: of 12". X11 3) Provision shall be made for future T .V . cable to each unit Section 0 - Door Chime Section E - Water Proofing 2) Colors to be selected from manufacturer's standard selections. Section• A - Stairway Foyer Carpet 3) No full deck seams will be allowed. 1) Provide Orion 0574-350 Bark Carpet manufactured by Crown Commercial Carpets. I) Provide through coat of sprayed emulsified asphaltic compound to the exterior 1 ) Pr ,vlde I door r_hir.e and push button per unit . • side of all foundation walls adjacent to earth backfill . 2) Carpet to be installed over 40 oz. Nair-Jute combination pad. 2) Locate ch me box and transformer per plan . 4) All countertops to 1~1M� OedrRing. 2) Allow to drycompletelya prior to backfill . 3) Chime t,., be N.,t^re t' P- 14 , cr equal . Section - Tile Mekspinshes Section B - Unit Carpet 7 ' 1) Provide• equal time series carpet manufactured by Evans/Black. tJ� • DIVISION •2J: Nf-ATING AND AIR CONDITIONING 1) Provide 2 rows of glalred 3" square ceramic til• at all becksplashes 1n kitchen �{ Li) Push button to be Nutone PB-BL , lighted with nameplate , or equal . -"- and bit11. - • 111 5) locate pushbuttons at entrance door per plan Section A - Electric v/4l_t_ HLA.T T.b 2) Tile to be Meple•Pattern Series manufactured by Holly Gilbert Company, or •dWl , 2) Color to be selected from manufacturer's standard selections. 3) Colors to be selected from manufacturer's standard selection. 3) Carpet to be installedlover 5/8" rebond pad , United Foam or equal . J 1 i . l 1) Provide electric v�ouc heaters in each bedroom complete, in place, yP.G•1'IG'1� is mu E3t�11.1C�5 • ; . tested, and operable . 4) Tile to extend up well to •icrvwve oven at range. DIVISION 40: LANDSCAPING, NCING, DECK RAILING 2) Electric .& Ai-L. heaters to be "1A-U-K :L orc__`.c��A.L. with f ' Section E - Security System remote thermostatic control mounted or! wall , foetlolt C • Vinyl Ftarorlrcy and Mss f , - � Section A - Landscaping 1 ) 1 1) All vinyl flooring to be Arwstrowg Sundial or equal . Pattern and color to be Refer to plans and spdclficat (ons prepared by others. 3) Units to be sized by supplier and location verified with Design Depart w nt , sel•eiN from manufacturer's standard selection. Tualatin Development Company, at the time of bid suhoission. •+ Section 8 - Neat NAP t 2) lose to be• 4" rubber type of costplementry color with vinyl . Section B Fencing 2) Manufac►urer, of Security Systems shall submit proposals outlining type of system, performance , etc . directly to the Design Department , Tualatin 1) Provide through the wail Zoneline IV heat1 ) Provide fencing for privacy screen, trash can enclosures, etc. , per plan l Development Company , for review and selection . 1 as RAG45CTI (Dark by General Electric Conlpat+ty model Ii'A3B1930�A with GrillE SRAG45CT10 Maple) 1 i LCCA a 7 7 ALL e•kib12-� RAP101it ' gat,P1 c^61t-lair, 2) Fences to be conitructed of siding. Applied to framework of 2x4 rails and• Q 4•t4 pressure treated q.F. posts. +_ __ ' 2) Units to be located per plan in rough framing open provided. 0 DIVISION 22: PLUMBING •• 3) Posts to be placed millinrtlrtr 10.. below grade and supported by concrete. r Q I ) Provide all plumbing systems as shown on plans and specified herei• , complete , 28: i 40 inplace , tested and operating ,in DIVIS OM - .GYPSUM DRYWALL pe g , per state and Iota' codes . r-.r Section C - Deck Railing i ,� MG 2) Supply fixtures per schedule : 1) All gypsikn wallboard tos•'be of type and thickness per plans and specified ' 1) Provide deck railing r plan. !'1� herein. #t`Il'4? 4: Ga i 1 on i,.A,:, 2) All ceilings to be machine brocade (finish except at bathrooms end 41 ) ; �` "Gr1i_.i-r•; 'r^ �/� VA K. L.,• Fi' - %; • ;,.1FtE..;':�- 0 g Water Heatc' State V-4C-i'J or equal , a kitchen. ,r - d V ia OIVLSION j6: LIGHT FIXTURES ;,�1T, C:•i:� �i-.iCt /i4•>'C I °'('i<. i' i� t7 I�'¢II 0 C '^ O. 3) All walls to be spray textured except at bathrooms and stairway foyer. Kitchen Sink CUTOUT Al 21"x 4" stainless steel sink Wim• � R1J ICED L�Gs>tl W Gl,C♦Ar� 1,16�;�,.l V h�.L) lC 20 G qe Elkay OCP 2522-3. • 4) PrepareSection A - Purchaser Option Fixtures �y NI Fe, 12 , ot. ,�•� bathroom and stairway foyer walls for wallcover. Water Closet American Standard 02122.448- 5) All windows to be wrapped 'i y C• 051K1'f *lJ , S NIP, 1) Purchaser to select fixtures for dining roam and entry with allowance from Section 0 - hail Box Stand • Bone. with I^)rJ.. S1 i lighting supplier 's sluatroow. �• Supplymail box star! of type and locationper plan. �' 1) Y 6) Ceilings at all lower units to haus 5/8" gypsum wallboard installed over 1 a lavatory CUTOUT N4 American Standard 00476.02$ • resilient metal chapels URC-1) attached to floor joists. At areas wit►) • • 2) Suggested allowances for dining room future is $100.00 and $40.00 for entry,. &anet` OVAL SHAPE 2) Stand to be stained td match building trim.framed soffits , attach gypsum wall board directly to fuming. r NOvie Seat 040 isonite Plastic , color 7) %'l VIZ 'rF};Np FIS � TUB �J4'�Oh1EvZ. QGZ 3) Electrican to install at purchaser's direction. to 'n tch water closet . 4147447. . R I i}it, IDLs cDE- Settles) 1 - Electrician lied Flxtrres and Retail Lighting f Iled Fixtures : DIVISION 37: APPLIANCES / DIVISION MASONRY FIREPLACES _ : g ng IIPP — -- -- Tub/Sfu,wer U 6 t' Dura Glass , NSection A - builder Supplied Appliances LQ y 1) All fireplaces to be Masonry sized per plan. I) Stated type from schedule or equal .. Pp L - w colo to Hatch American L.J/ PI+.GiF114- GI.AC,�o I:.C)R, LICWIAN bcliEn[1F I) All kitchen appliances to he 1584 Madel year G�•neral Electric Or equal per `.tan and - Rune. - LOCA:1W,in•. n oo ru fT1YTyp..F n['AST _ t jjr•2 r 111,iSi LH" S►x;wrr S-L r S by Dura Glass . 2) Brick colors to be specified by T.D.C. Design Department . schedule. ` S - (Note: To detern.lne Dishwasher CSD e., •� COLO to match American . . r� / gwnt+ty of DIVISION 9b:- ., UNc ;,1•YM �, VINYL,... Ate S ;i -` Hight fixture% Seeded, fee which Disposal tiFC lei%t �t.l , aid f;' rte . -" t• � • units Occur in building. See Range JSP-27 04 0Ppi�K•- 11NIT 6 ON 1,y• „vi ,� 'c Sight Plan.) Micro Wave Oven JVM- _.4- 3) All cur,trcul dew as follow;. Sit,~ 4'A►1C/E- ��IP) K'1' �2 V,Ec:.�1 Xc7 `1,� i$ ((�) i DIVISIONAL.: FINISH MATERIAL ♦ F. Jr S„..-i ,•d by li9hciny Com Supplied b Elett• c A- • �,—/ Nutn a ►1;lox Wall rwune 2) Colors to be selected from standard manufacturer 's colors . ► rararu (See Elan) n , • Utility Sut'cly #g 0 Guy L Gray . Tub/Shower #636 WS Delta Or N642 Section A - Millwork 5 [nt n fixture to be se ecf t-�� K _hcn 011Q�M Delta . ar Hallways 1 by Buyer 3) washer/Dryer units to be F ► r<liUure 4- ; ,..; r7gFtoTie► ill0i lf• �� I lavatory ,152: WF Delta. 1) Base and casing to be 2 '1/4 " Colonial pmt•finished •. ° 2 I 'MSS DIVISION !8: EXTERIOR PAINT COLORS a �� :�.] ` wive,,. Ie1e1ele1eseee •-D2 Ceiling 1e •yht ----_-- All to be Chrome• ( Ir ash , except laundry supply . Z) (AI�(u1411' ) ZIP 5, �►.CIt�JG l xtunr to •e Sc ectad l,lninp seIee eeeeee ase b s„ e► ‘115 CD �r� P;..�►' . F g. ;,:� M,1.v_.�Fz_ r+.�,pir-iJ I ' NGT N..L-U v G GFireplace Z1e1ito1 it.mos. • i _ - � r 3) Interior closet shelving to be constructed of partical board with finished u. 11,1111111111111 _ Eyeball = F., DIVISION 23:_. `OMIT t) GJf iz�-rG 1, r -h.L--INS -, hr►eL►d Jt' 1'T•, edggs sized per plan. E• de •c.dtIs1e1DI 11 1e I agne s-is Double downn SDt DIVISION 24 OMIT Sect ic11c 0 - Interior Stair Handrail r crown a nR e1e1e 81111111 luminous Ce.1 in 9 (See Plan _ ..•. _-_ _ _ -_ - tc en a ng L 57IIb.4-6�Ti Tulle . o E ~ wi I) Provide Int'erion wood stair rail per plan• dn"" 0 Oal, F r ante man Sin$ eye •. • ei my D1% ISION 25 �H1T ` Ceillnr Li ht light I' r rawwww9 1-153 2) Stair rail to be constructed of kilts dried V.G. Fir or better . -Kitchen Sink Nutone / 2A" - 1 Cabinet Light fluorescent Eag e I 2.2 soub e--.. Kaater Closet DIVISION 26 -4 (ts)amind ° __ i. _. ._ l AND MOISTURE- PkOTECf ION 3 Finish to dlatCn interior millwork used throughout pro act . ►Fater v.1•-in fayre H •o. o tt Tiny Sect ion A Rigid (r yulat Fun Master et Bath •Light -_ •11111611M-Oli 11 DIVISION 2: OMIT Vanit valance light Pie Plan -'"'3 • • ' • water lath '-Aubrey 17201 Double Neat .• 1 ) Prravtde all rigid insulation , per plan , at foundation wails . Tub _ light w/Fen _ Vanityt Valance light Per Plan " r \ 2 All insulation to comt.ly with State Code Requirements for applications DIVISION 31: plIINIETS4 I 5hr�wr, on pIJ►IS • 1Ta1i 1xcL AubreyI • Section A Cabinets • Cef11n a ecce eeoeeeee 172D1 Double Mast- ,� wa 3) Insulation to have a mixinum thickness of 1k" �• ' n.nrnoo .r soeeee ee eee1l agle�zt'1 Tit Double light w/►an ` ��a•�"�•�•� 5 itv lig 1) Cabinet to be Model 01000f1ush white oak with reverse bevel dpi and Spot �-- _�_��. , ,1„.„00) 1�r'iron interiors as manufecti/rer by Park Plate loud Products , Ore go City, Patio or D. seeeei1e cacao Mount •a ; Or ar-'egua I . —Cements Ant e - -+r-- �--" W ( Hall upp y 2 L lalltol ler II lw . f e Comer Ifntry 1 �- Nr. Light i I. I ti , '•' I _. 18592-tis �� • _ Lia 11 -ff whim tkltxiie :) Cabinets. to be sized per plan. a Co o' entry I _ Ric��lie► Nta(i— i I Door thitae t l 1 1' 1� 1 1 lil 111 1w1I 1 LA 14 Nutone (Ilac.sl d) ' r » Finish to be "light Oak". st r 1 _ � 1� I 1 111 � s eSe i , act line — — ) i a 1 t ' (i I. i 1 . Ct:oun-d Li.t tint - - - este tiau) _ - '0 _I _ rt '`•4 I+ • +• tern. rg w 0- t . , I i ,r V 1 l l hf In 8112: l e f1.P,S. mon ! ` 1 • r . 1 tae a � ,1 114111111 a • tel��.i•r••.: rh.'� �� tt,o'.q•lr:. r'�dM"'a•'• aryYr' k'w.r:r,i: ».. ... ,«a,�iMtt«,:. Street (See Plan r r 1 i auirlltr- 1114111110111041. 1 1 I µIs I l 111 1 I I^ III IIs ell 1 1 1 1 1 1 Ill 1 1 1 III t I l 11 1 111 1 1 1 1 1 1 III III Ill Ili 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I^I I 1 1 1 1 1 1 I I 1 1 1 1 1 III ta,,.....1....t,w,I. ' , ;;. /•11'2A4,3011.' ,, ' +1i.tM"""a.d" ... 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'0 /, ,y'' " t ♦, ,'7 ,1f � ' 1 4'41 1. 4 ''''t ••♦71 1• .. ,'.M1 „M°�"/ • •," ,. , ''� •r1• 1, % 11"' .. 1 - •'' .. 1 ; i',: • ,, ., , ► ' ,t• • / •r, .• i , % ' 1 J{ _ • ,L , �A ' ,� Z"31�, �tlp ,:,1, .t • i` r '1 .j �I '1 • ,'. �' �_►1 ;, '�} ./�i `• �y4:40.e. r��, 1 t�t !t• �•� }11'7, ,. , .1 ttry "�, `�t I' ' f ( • . .. • ,��.• !. �/� `/ , • • , ,I r�„1 ,, , , . , , , \ V ' i' ' ' ' >t►� r1 ♦.,, (' 1~ �, iiyy``.. �' (1 ` i .� • 1►11 1• N ' 1 f �► f� ,.1t t ;"•1 • ♦'{1"'• .h 1 j[`, t1 I tl 1 a • E, ' ..‘,,,,,.1„,/. (; ,'i V lN,'^ • • 1 • r , , . . . , 1 I \• • •, . • • A ' *4 F.' k , -4 •L I I i gk� • h • � ' 1 i"' I�1 "4iii i. .t' .+, P • . 1l r.i � ,,► r. MIT« . 4 ` , ', 1,4 ;1 •. . / t. , .r " STRl1CTURAL NOTES '. �, ,� -` ?'_I ,_Ln , i �; , y. ♦ti; . +. {� , j? , .�•. , II' . r ,, . • , -.. TU-IL NOTE ',• / ',4, ♦ ,I� ,„S . , '1 E!. 1,' •4 , • il r , . N1,r• , ' . , `, ,.1 R, ;. y f , at '� ,•. 1 '�I.Y ...L .1� �,. •,f, • �', • .. X41• , ' i 1 I. ' ,� .•� :y ��•YYY , •'�iLf f. . N'• + ,. , ' t N •41:/f,'"••1144 * ,'• �'' '♦ , !leis.l!_ f i '-"1 '/ - 't •IL,,1 a •4 0i . • ..• '4', 11 ► 1 *A M.t•,1 A`.:., • /•t 1 i ` /'�r+.- • • .',,•. $, ,, • , f , •(14, ii" •S. • 1 •1 •., 4" ., , . . 1L{•.t, •� A•A4•41,.... a ,•l • • •.; 1 al ' ••h, , 1 Lig_ 1- QYIi� -rr. , pp .. ._-.R-45 .WS, Mil N9.:FT - f,, • x r I1,'q.•', ' 1• ��lA • M • r q4 ,'•,ar' . p .' ., Il, • ,� ,1* 1 •, • '♦�� 1 . • A 1 • +• 1 r tV yi /, ' I'Mvr (5 �U�tb UP LOADING AS Pf.1! SF• `. •"'TTT' (((��'�,� ��:� =, .,,,t' ( y u �. • • L r ��•! 100.1t..... • _ • '. • ` 1" i 1 '' . lr ' , . . ' 1 ' , rill— -1 `, • `` ' ",t' 4 w i�14. y 9 / . , •IiH0,,, ',� ', •fI ,••,w ' �•"I ly j , ti, 1' . • ,/. L.��• ' SNOW •LOAD FL(JVn-. ._....�-.a- .�-�--.. H QS .'W�` S�. .- t� h • i -,71{ • •, LLS"' .• •.�~ 'L4i� l,.') r� , , . ' • iof s 1�, '11#79.t�1. • 7.(fr 1. + tit 'fie, • 1 '1''�»` 14. , % •••' , ti 1 +, . •, ' } 11t IK , , • i t t' `" ` .�i'1., " , Tri ? 4, .. , i. 1 , ". f t• ' 4. �, 1 '.c.,, '' . 1 , , • WIND- U.B.C. IG 2S ! S, s0. FT. • Y � •I. .� j ; .{r!�,M ►�' ' '� + " j , "," a . SEISMIC •. •U.8.C. TONE I 1 t41� EO I T'TON i., i , i ,,,i• _ r�: ••.‘'.4..i., t� sl �;w• '� ,..•• •t 1 1. •. �Y • -54( OZ 1,, • ' +r• �; • 1'' . ••, ;' 'fir . A,• r'4 t, .. a ,1 t / r � • , • 1 FOUNDATIONS_ r, 1 .;; . . , • t ,� , 4•• •',. ,�'•rI + •, ', • 1 W. '.,- • j --TaNIb�T iON SIZES ARE BASED ON A TOTAL LOAD SEARING SOIL PRESSOR;. OF moo LPS• PER • I �`, y i . .1"-..11,1 . 1 j, • 4, • S�. FT . : •�1T S ' � 1 ;•,� •' e>~• f ti t'�' R •w +N, 'r4 44It �" �:ar' ,, 01 Ja ~ ' �� ' 'i 4 I 2. FOUNDATION ELEVATION SHAWN ARE TO 9OTTOM OF POOTiIlISS ARE t SIC BID EIEkATIONS. • , :�•• ; • .-- 15-'..-X7'.‘72'.", ' '}` }, t'IC �+- N•.......................J ' 3, ALL FOOTINGS SHALL BF FOUNDED ON FIRM UNDISTIlAAES ORIGIN SOIL . • ' At. .f r1p qxf~ ly + ► , ► • '�4 !�`. � 43" 1 • " , • w '-8" ON F I NAL GRADES OR 1 -0 BE_LOJW EXISTS , t 1 .. ! U I y "` '• , ,` �.! ?'" 71 ''.1 , 4. ALl FOOTINGS SHALL. DE A NI t�IMM Of 1 16£ „ 1'>Q '1i11 ?3 - ..,,1�,', _ 1 •'1'•�L'�•c�1�1 y' }i4.4.:41 �,_ ., 1 . GRADE. WHICHEVER IS LOWER. • }, 1 i 116 lY1 IA7i'ISTS� I '`' ; ,- , .y: f, ,� ♦+i 'y • T R D SOIL SHALL SE REMOVED ST HAND OPERATION FROM FOOTING EXCAVATION TO MI ST • «''"'' `' ' '�/ 4tric �.. "' ''4i I ,'. 5 ALL DISTURBED . � 1 • , . i , . ......c2_ NEAT LINES. ' ?X IAfNI EO BEAMS' :. ..aao ' • :1 , .I" i '%•'',♦, ' _ r , . .,.., . • . ,- .. 6. BOTTOM OF FOOTINGS S t. B1 STEPPED MOO ELEVATION TO ELEVATION AT' 7' •0"• IZONTAt �� _..) v) TO 1 -0" VERTICAL STEPS OR SHALL 8f. SLOPED 40't TO EXCEED l VATItA1. t0 4 RiZ4NTAL p,t iJ?' • 1 4' , M111 •-" • WHEN APPROVED 9Y THE ENGINEER. 1, �T .51 I►i�S . ��, ,, r� -�1t �, `/, ' �/� .� .4. 7 y,) j: 1 { \ �. ., ha. , is; ^I,,, •III\. , "{ 1 �4i • .!.04460 , . . . . . . �- .lCONCRETE - GASI IN PLAGtE , 41si 20140r 1 TT A L robe rr -NAT. ttVELOP A MINIMUM 78 OAV l450RATOOV CURED COMPRESSIVE-CYLiNOER IST TES �'''- 4 ''' N>�1 ,�" �' .` i'}�',"* + . • t,*... , ,' r E 500 P.S. I . FOR FOUNDATIONS AID INTERIOR SLABS ON GRADE ' ' 1 r �� t '' r � B 'f •t.rit.' P.. �. `> ' '� 'ja STRENGTH OF 2 „ E 4, , , {. ",,� •! .... 'i)f 3000 E.S• 1 • FOR OTHER CONCRETE EXPOSED TO ELEMENTS 2. .FE i SIiEATIita40 5/a" I NM. ' 1',' • r ;1 . ', 4.4✓ },�.1r 1'� . " , MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL 9E P�ROVIOED FOR EACH 100 CU. YARDS 1,1E EDGES Or Oaf , �"it ` tip,— " ,1tr . . • ' _-' ��' . ' ,�� - Z., A IMI1 ' STRENGTH. CYLINDERS SHAH BE TESTED AS FOLLOWS: 1 A 7 DAYS, 2 P 78 ' A INTERIOR i�'F mos +' • , '+'�•, Ir QIGa '/" !' iL r • 2 < EACH CONCRETE S l ,,(4/ DAYS. F4C.IttE; Of 'ISM 1,V f?•t. `.s; .ti_ '1 "4' ,♦4„� 3. CONCRETE CYLINDER AND TESTING SHALL CONFORM W A ASTM .SPECTFiCAT!OSIS. 1 • a ' AAp1 Y .T'i"t" i Nf�drlS 1� •Qi" a t 1 ,,�',�2 Aft ,' !'�?�!'; . . �4 �rA�� ' 4. C NCRCTE FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE T" ; • • , t r � 0 1r140K}FIG Mb 'MAILS is p t T WOO Qf! tl l�C�IIli'1 •.5• .. oft, �: `.J I PRACTICE. 1976 EDITION. AND SPECIFICATIONS . • • ' • • '' ut , lel : STET{��!d !! '* �v , C' O • 81.M ALL 111 .S"� ?, x 4 FL ' ,., y' •' • ` , ••, , , "' • .++' .'., _, ' ,,'c r' •` . `L, r� At trOtiOF �'�M SIiIti' •TA STtMR1 ' ii , `' I , li) g {' ' 1 iT * JTi t• ( p4 • 1p, i1/r »ga)�.. . s4 1 r •, ,4` 4-4. y r t, { ! 1i, . il' Ar I 1FYI OF ♦ EET•t r', .,„,,,,„4 . 0 C.C. • '.f' .. ,' , 1r 4f„'•f•'4 • • a .•,•-' �1 ,. IT1HT METAL P ATE CONNECTED W000 TRUSSES AT- BOq+> Ey OF $Al•L • ' ' e ,~,.�a� �' ' a;C. ' t '` I TRUSSES -SHALL COMPLY TTI `fANOARU NO, 25-17-79' AND ALL PROVISIONS Of THE • .� f '�I� • A , - DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE. TRUSS ' i 1 ` PLATE INSTITUTE TD1-78 EXCEPT AS OTHERWISE NOTED. i 11?:' GYPSUM SIiEA�T'EIIN�, COM +F11, �-A' x I ' '4" A 7j " Q. �,.' `� , iI ' 6 SEOUL ALL EDGES W11H 2 x 4 FEATS ' 0' D rT. GAL`J. N,A t. . , Z •� 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL 8E MANUFACTURED '� P r, M /'. - ' ' ' a ALL STUBS-, TOT' & BOIT(N4 LATSS 1 lei.00K1 ..0 6 4.C., . . , r .' �. BY AN APPROVED MANUFACTURER. 1 '^ '� - • • (,� 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE MATERIALN R A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER. 1/4" GYPSUM WALLBOARD 5d COOLER NAZIS '.•`�' ' UNDER ;l• v Q APPROPRIATE :LACLIEls. All E[7GES MFITH 2 r 4 FLAT5 6" O.C. ' ,' t • ' 4 . TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTEREDr f A SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND STUDS, TOP i BOTTOM I'iATES 8 l3LOCKIiiG. 6'' t3.C. .- ,�� r•' :, ' . PROFESSIONAL ENGINEER'S SEAL . S 0 ALE STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. `T 6/8" 'GYPSUK WALLBOARD 6d =LEO NAILS '... .s',.• .. . to 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IH MEMBER WITH A MINIMUM TRANSFER BLOCK ALL EDGES WITH 2 x FLATS 6" O.C. "' "' "� 'c "` • • v . AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3" x 5" • TOP & TTO PLATES & BLOCKING 6" O.C. ~ ' . 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON HI CONNECTION AND 3 - 10d P ALL STUDS. 00 :« /1 • TOE NAILS UNLESS OTHERWISE SHOWN. 7. DOUBLE JOISTS UNDER M CH. UNITS UNLESS OTHERWISE SHOWN. ` r ' T14frR CONN€ T INtS ., • `• . . \ • NIMUH SIZE AND MAXIMU PACING1 ''tt eat • .. PLATES TO CONCRETE FOUNDATION WALLS Ste" 0 x 10" A. BOLT S 4'-0" O.C. ,:' 1 . 1. i G'YP UM WALLBOARD AND 'SHEATHING BOARD . Pi • i I • EPARA T CONCRETE AflCti©RS I . GYPfIM WALIVr9RD ;HALL CON RM TO ASTM 1:36 15. 5/8" 0 x 8 1/2" 0 4' -0" O.C. r .O 2 GYPSUO SHE^'TTI!'+`• DOARD SHALT WNFORM TO ASTM C79- 75 • • 3 GVPS:IM wA, ; 'AP: , SHEATHING BOAP SHALL DE APPLIED 'JIT,i STAGGERED ENO JOINTS AND LAT BOLT INSTALLATION: PREDRILL HOLES FOR LAG THREADS 1/2" 0 BOLT , 3/8" 0 HOLES , , ..,. •- 5/8" 0 BOLT = 1/2" 0 HOLE$ 4 + ;,,11; •: A5 "! '' IFICAT ;i14 ,..'i STR�u T;1RAl- NA! N' SCHEDULE . �• 3/4" 0 BOLT = 9/16" 0 HOLES"' c ., r I u SOAP:THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. r of RA IN , LI.116E I A! I F1? ,hI+Js I if"'PFR ',N!'itl CE .JFSTEkN WOODSGRADEDTO STANDARD WESTERN LUMBER GRADING ALL BEAMS AND JOISTS WiTH SIMPSON HANGERS TO DEVELOP STRENGTH O1R F�MIItRS. 1, ! ', t,i(, . PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. 1r4.43 A. E LTi=RIOR W►lL; V'i1,,` fII NO. s F6 t300 *,.. , (1P •�'Ifi ,I<:•,,I ) Frl - 325 I 111 p E+ r GENERAL • Vi% g�.� ` '�V17 l " Ft, 600 t. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. • l _ �,� �M • '' ccs !'' 1 T; ,� 381 ?. SHOP DRAWINGS SHALL 8E REQUIRED UN REINFORCING STEEL , TRUSSES . ANO SH�11L BE REVIEWED Wt.- ), } ' )` i' t ' 1 ,5 )1, , 10( PRIOR TO FABRICATION. - , C• • . I I i' •" I1,.r, 3. FIRST FLUOR SHALL BE PCRMANE!ITLY ATTACHED TO WALES PRIOR TO BACKEILLINR AGAINST 6,lift STRUCTURE. 1% I "�'0')•0i' 4. THIS STRUCTURE SNAIL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE 1 • ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. S. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WiTH 2X KEYS AT CENTER OF WAITS AND V ) I - 135NNZ Fr1 385 SLABS.; CONTRACTOR SHALL OBTAIN STRUCiJ.JRAL ENGINEER'S REVIEW ON DETAILS OF AIL f Ift01 `. L - I ,60o,00f,' CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION. 6. GYPSUM WALLBOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE. COIJTRACTOP , EEb 950 TO PROVIDE ADEQUATE BRACING UNTiL ALL GPYSUM WALLBOARD HAS BEEN APPLIED ALIO FULLY P, , , NAILED. • • - 1;410,090 • ' • 1•' ,, Iia.IES k URID1,1: ( . I • ' "••'J:i• RI1 (IP I{�T T ER Fb 600 , w C•• - i ii-AD! 1 , 1 385 • I - 1,500,I)Ou , , CONCRETE/REINFORCIWG STE L . CD ' ALI Milli �`. 1 F',S ! LE.AST C'IOEAS1 N' SHALL BE MAXIMUM i . ► ^- � y^ •t■t+Ir� Q. 9 �U15TlIRf. CONTENT. 1. hl-L �tf1N�RCIN�•3TE 6-0F34RC2114.1.: RETE SHALL CONFORM TO U.S.E, STANDARDS 110• 26-4- 16 �Aimaii. , 'i. I'hCi1'!Gi. `/I)i i '. Gl.�1.r;IN:; (SAI![ PLTH OF i[ 18FR) Ai All PUItJTS Of BEARING AND 1 x 4 A� ASTM 8615 GRADE . f 13'-':4i(IiNN ' ,,. S. F . MAXIMUM. ?. L REINFORCING STEEL SHALL BL. DETAILED, FABRICATED ANO PLACED IN ACCORDANCE WITH ° ALI ri.,%T • ;,NL:, LEOGEPS iN CONTACT WITH CONCRETE OR MASONPY SHALT_ BE PRESSURE • ACI DETAILING MANUAL. 315-80. • Yo ,r-� TNLA'H ' !'',r :' "AY BE SE PARATi U FPOM CONCRETE OR MASONRY WITH 31' LB. ASPHALTIC FELT . A. ALL REINFORCING STEEL SMALL NE ACCURATELY ANI) SECURELY PLACED. 0 e l� D DO:;BIE '+L, ; ','`. iItiDEF' ALL PARALLEL PARTITIONS. B. REINFORCING SHALE NOT 9E BENT OR DISPLACED FOR TME CONVENIENCE OF r _`Er ';:'IILDULE AND DRAWINGS. OTHER TRADES UNLESS APPROVED BY TIE STRUCTURAL ENGINEER. 1 �, •�. Frlu. N,1I1 Irl W C. MIN!MUM COVENS FROM CONCRETE' SURf'ACES TO REINFORCING STEEL SHALL BE: • ,Pi'r_aJOOiI SHE r41HING 3'; * 1/2" TO 30TTON OF f00T1MC\ i , T AI.L i�iYIJD SHEATHING SHALL 8E CD GRADE , UNLESS OTHEII+11'iE SHOWN, WITH EXTERIOR GLUE • ' ,,, S • i1AttUEI,CT�JkED IN ACCORDANCE WITH PRODUCT STANDARD PSI-74 . _ ?" ! 1/4" TO LAKYM FACE OF WALL - � . + A. ROOF SHEATHING, " 1" 1/4" ' ' ' • ( \ _._. 1/2" 7k 5/14 INDEX 37/I� ♦ 10 INSIDE FACE OF WALL . , , •• •• • . i`� �� R. DECK' S 3/4" INDEX 48/?4 T d G . • C. FLOOR S/f3" INDEX 32/16 • t" ± !/4" MAIN STEEL BEAMS AND COLUMNS 1 3. WALLS 1/4" INDEX 24/0 3/4" • 2/4" SLAB TO TOP AND BOTTOM SURFACES • , • 1 ��-1) 2. PLYWOOD SHEATHING SHALL BE LAID WITH EMU JOINTS STAGGERED. 'E. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE t1OTE0. R �:/t-/ 3. BLOCF ALS. WA1. 1 SHEATHING ti1TH t x 4 Ft.AT BLOCKiNG AT ALL EDGES. c.L.:±)_,4. NAIt AS PFR SCHEDULE AND DRAWI!JGS . ' ''' r / L ~I 5. I AY OUT' PLYWOOD TO El IMINATE ANY WIDTH LESS THAN 1 ' '-0" . 1 I - • �� • , , 1 .''',66.411 • i .........) (a . . . , 1• , • . ► . .. . • . . . , , . , . . , _. '#40.40. ,,,,,,,, ‘ It. N ,.! • • ‘. . . . . , . , • .. • , , , .. _ . .. , , , . , 1 .., , . '. , . , , . ,.. . s., i . \ . o 1 ,• . . . , . . 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