Loading...
9655 SW MCKENZIE PLACE-1 wlli� . Y r i ' -4=4 At � i � ��"� /� .+wit• r V � �wrf tAA/It. esrr �'' J1eacas PSS'. ,tel o�-f•' ,a C- . lope 2/ '•d�t7 s J S` �rI�MP!/ > Jr fess/� r���" �,�• 6 04Y ;rA rte• 4"A or fx1,f-lr04Zf SX 140. 03 J �• o� 6 .110 Opp• 441 G t s $�IA '0000.d2 A/20a 4 �.' VAN WALSTIJN CONSULTING ENGINEER HY:_-�G� _DATE: , j6H. NO.--- STRUCTURAL O._--STRUCTURAL CLIENT: i PORTLAND. OREGON 222-3452 PROJECT: A-r"e &".r- A of� wt 0i t1CCi?!!'*a... k S"�,— ►-. .. ,..Tay, ... :•SiY�f�'AP"i—'d�z ,t;A 4 �'111 , I � t~�1�1 � l � tll � l '111 � � 11� 111:111 � 11111 � 1 � 1111111 � 1 ( tlljl� ljl � lrl � l�lll � lrl � t iII � LIIIIIi , tlt I , t � t111111 � � 1 Ililr � r � � r� r� I I � 1 ' 1 � 1 111 ' 11 I � t � 111 I � 1 ' 1 � 1 � � I 1 � 1 1 � 0 Ili I � 1 1 � 1 1� 1 #� ;,, NOTE . IF THIS MICROFILMED '� 5 7 9 0 o DRAWING IS LESS CLEAR THAN �, --- - ' THIS NOTICEo IT IS DUE TO ,q THE QUALITY OF THE ORIGINAL ' ::. DRAWING, ____. _ _ ___ . o(: 6Z OL 1;4 i i�Z Z oz 61 el L 1 91 sl 41 c I Z I 1 1 0 `` � ® L � S .�. f E Z I � �►IIIIIII�IIIIIIItI�111111111�HHI1111�1111i1f + II l�_"-�_�-�t� ., , 90 yll 2 19 ' 'All so �� Ut�i11�UJ1y1� �1Z�Ntt!!�t r r } �.r�+'6..+',�"T'."`"d3.''H�+�"vital"b+,LBlll1ppwy....w.w+......,.....,,.+,W.Y.._....:......,.... .. ._.. ._.:..Y;::_,....«+a.7�a .,.,:... . t i , � .. � .. w nvi+wiuwrrerpKw*.�...•n,.«..., - N_ .. ,;;.i �,...,, .. c.. .,.. .-.'. .- .- .. . t d -.�>+. .•*`�_'� 'd 7d 9i", 6,Y5£ 1� .at try t+ , ^...,,..•.+„ . «-._....www , + (, or roof �r7l� �r JA • • O � ' r,fry._ �!`` .�-. rt f to �_ R_ -1 r .x\_ 4 i �tP• I+ 3 - _ - a 41 UAACI-rr I ' �►V c—n � = ,fibro �'s�. \•.� �o IL �t-L Fri _ t ..-..--, - I, ;r � F r 00 4001.d,r. IL .� i.1 . ... _.... � 1.42 12 t 4 rr e-G at;- Aix ctlP . - li • VAN WAL.,,STIJN CONSULTING , ENGINEER BY: DATE:-15_ .sH. STRUCTURAL. CLIENT:__;)... \ A k PORTLAND. OREGON 222-3452 PROJECT:_-_.2A.G ( 17—. f.C:,_ V, I ( R.0-�E Ap ( 5. N z y p, ,��, C ... A 1 n ^► ��„ __"'v: r, :_ "-i�;.Y,r...ad.."� '�'1'37} +•'�IMrt....._._ ..,, �,rl .. -. 7, . ' ETJ�lt".'.".f!1�'!�'c;,^,A�jM"�y" ... _ .,, s�1�M.��li' Mr,�►• -- ,. .. � ....., � �' .,. "' '". . � + ,,,, � . . �'1�yAq.. -. 'n'M�°'i.,� _.: .+ -,.,�...,RfA,•,...,...,— r.,pe ',..,-'rt�.F,, - , CVll1a....._ - Irlrl �� llrlllr � rlr�rlr� rl't_Irl� �1�11Il � tlr � Iplf1-ilfl Nl �� l I �1 � IY� IIlIj11 + �+ I1 � 111 Illll � r + I11 + 1 � I � r � i1i � � 1 � 11r SII III III Ilr rlr r � I rhe rlr r � r rlr Tir Ilr rll rIr r � r rer r� r L5 7 8 g 1tl NOTE : I F THIS MICROFILMED �► • 0• ,,� �.. I, -- _ w DRAWING IS LESS CLEAR 'MAN THIS NOT ICE , IT IS DUE TO " I THE QUALITY OF THE ORIGINAL -- — _- ' DRAWING _._ r._.___.___.�_ ---___-_ -- -- -- _ ._...,_.___._�_.�.�__. �,..,. _ ►� 6 8 Z L Z 9�' SZ �► ZZ 1 02 61 I 11 01 6 a 1 9 rHI I►�Ilrrrl rrrllrrrrlrrrrlr;rrlrrrrl�r���nl�.�� I,, -_ lUalll�ll��tlI i ,,JULYl� Y ... � _ ,,,,,,,,nom, .• i ��-. °;+ � .. ...—«-._.. _•==--+++�.�— _rafl(irl�lYiry11.1����..Z....1w '.n:„.:._.r.....�1^wr--�- r. �x> �,,o-..y�,p,K, w.u.'i!tlU+sJ ,.r+..w.•..w....n._....,».w._._.,�wu,ryr .. _.._ _...._.... J..ti.+. ,.,».r - . .._. .. _ •wr°�'rerw�uMS�++w.�k+a xa r, .... y.. !� �• .� .. , ' e� . � Vy n� �• .Tn".�arrw.nMa�r+nrn m c � � ern 4,�,d/�r' wr f�• .l �M 4i 1lt g1#`,4 W . /r.1� all— � t. —t— -- I ti }g- APA ♦.. 17 �'�'�►• �C�ZA.'Et I?,� .�/.'noeZ s ie. c. Atha : /JF Gv 2r �.l�" ,�,�•2�2 41L 3'O .a l S'3 $► a�.� /: �4'�!r. 7 p J2),PO' .?® .& seg ,Cat' . .a�//!oi,,�' �t�✓46 ���'• r _70P. g ,d-4 .fes ��•r' tows. G ---- Gv 93 ll�T. 1 oz Ise /3 a = 114Ff rro. d : •73 r VAN WALSTIJN CONSULTING E94GINEER BY:--------- - —....-DATE:_ SH. NO. _ STRUCTURAL CLIENT: -- PORTLAND. OREGON 222-:3452 PROJECT: ,r i' - i' } -k Y & d � � I�r f � 1 r � i � r '� r � r r 1 1 i I I l 1 1 1 1 r 1 l ! I l r I r l i �` f l ! i r r 1 I r b � � 1 1 1 1 i r l ! I l l l r r r 1 � r Ali i i r i �` r r r r r a i � i i ► i � � _.. NOTE : IF THIS MICROFILMED 3 4 5 �. 6 �. 9 i o DRAWING IS LESS CLEAR THAN THIS NOT ICE. IT IS DUE TO ! THE QUALITY OF THE ORIGINAL DRAWING ,,,,ft, 1.;,pBZ SZ t►Z EZ ZZ 1z �3Z 61 of L.I BI 91' v c 21 11 t"11 � 0 1 S4 �; � . a E ✓ . Z I • ��Illirrrlirrtl�airl�ii�I�iut��whir�Ir�rr�t�Ith��1Eu�� . � � ,��+�.lN �� °. i!!1! 6 JULY i19 9f� 0 .,..,�..�..�. ..,...+.. � ..w.•�b►,..... .. __... Rah. r ,_ ..»,:s,:auN/1.. �:..... e.xe - -......,...»„rr.++ward+•.wrw.*:ai.... :>,. _.... .. .,-. .. e v ", � ^'" owili�,,srs�Cmti . .. � - NOW 6, '•P _ Ga� J-s r rte• �. 1 � i 1 r • Q CAA 41 1 7mv �N�O '��' � � : ie��►•o Ali'. IN MIA 4"p 1 AS" VAN WALSTIJN CONSULTING ENGINEER BY:. DATE:. STRUCTURAL CLIENT:_. PORTLAND. OREGON 222-3452 PROJECT ya .. .-- , ,.,: .2NA" .., -M1 y . 3 4 7 S 9 NOTE : IF THIS MICROFILMED I � - 10_ DRAWING IS LESS CLEAR THAN —�— -----• THIS NOTICE IT IS DUE TO w THE QUALITY OF THE ORIGINAL DRAWING - ez LZ 9Z Sal tiZ PIZ Zz OZ 61 AI LI 91 f fl fl CI 11 01 f 9 L 9 � . i E z 1t. u .tt�illtl� lall ll� Rel illllelll iel��llll Illllia� ueelelee�ernlltlt# lI�IINI t� 1 I� VYLL .. W l99 ♦ ` i •.•, -. , 41 A-nm V a - - rI10dIMtYM.r. +WA~-.�-W :.. ,;.�,,,.M.. •.r...._...,ss... - _ :.awh ..... wpw.,:. - - �" , Ji ,. .. -.. • .. .. ,uraniWr___w•�Ywwu.rrti.wun..r '...,_h .. ` ' `: :M _� ��, i� 1 { i !Y M' • t / ..+r. v ,"tn+ R. ,� ^.,.:, fi�.y r k'r j�4"�c'Z`f.l�{�a ?'�+a�, ►w..,._,..,.,,.._ .,d,:, 1 a.� PC �' X ' 4 00 74 630 E L) L0 M 0 CID Lo I 1 EK IsT, to UPJ ,'�PA 2fiMd1.1 T - �K� iT. �.4.12►GIFZV'� r / I P,w IE n 6 -- -- Ncw AOM4-CUIzt�, l i � � i 8 - � r� � �EKE Kf.C.►�. 1 IIS I ( .L-. NL 174 u, 000ll o �� J- ' ►3v G eJ t I ; Pt - ,Z r%e At ria 144 r s � � � z- Pep le New Mal. l:uls,'. HAArL. r�6vKES t" tS--PA►tie-IwI,— ( SPA C.ICC S (►'I Zw) vnNG Pry• ATGN kityl =o! I -.pti.— Mos _ - - .• O �l1 f E><I S.T. H A OLAL 0 JOB No. 5 "1 F �\ w -- ----- T-ff F LA*� 11 -- ---- zw4r7 �"Jdi119 must 6e COMplefe I �� _ Date ,aPRi �. 2�I IJB� _t -. _ urdiny to city 4�G141 I - I C� - o _ _ _ _ Rsv F-1 M ►Y codes and final inspection made before GR,4 OeS 0 E)C i!JTI N fa �1,U 11.01 N G SOGAT IC7N cv o OCCUpancy. A9LO.' -1170 t!)C- VeA F 10 C7 6EIs0W- b1aI N N I N Cs --- - __ � - c�µr, Il �vKY r��.>~►� I 1-- CITY OF TIGA.RC? WOP4e- vN Tf- 1!5 ORC)Jr-CT e ti Tw-uI"7F-n1 G'd,4 1L. G U12 vii .'� ,`1ASprtp-LT ,C 4 �.E�dt.._ �E��r2a �rla � 1 _ B► 1` I { t I APPROVED FOR CONSTRI1TION v CITY OF TIGARD G �aHh. G� Et- —���^ � �S_ �, _ �, W. !,q I-1, F . �F SEG, �G' . 7- Z C.P. rZ IW. 7GO S 1 � \V- PERMIT NO._ SITE ADDRESS�`_ ,�( � �t µ C,Tt� NUIy rY O N. ��� By TI DATE Q e FACE Off' CURS - -- - - 'ZUN L FZ 6,F1'R 2211 085 • Sheet No. 1 L. -rZUFa�►� CUZ ►� o a MAILBvX -PETAIL &UII.L i"YPG 5-N = I ��t.1W liAZ I'-� A I SCALE '11Z": 1 - o„ ��.�, L�71N� AR�p► 152 �.�• �c.�TI�INT� c �,�ICK I N C� �.�/A I La t3L� � �ov�RED -* 5 �►Dt71TI ON�I� S p of �` '' I I ► r I tl1 I I I e 1� r t I 1 1 r ill rl1 ilt t 1 t r 1T1 111 III� r1l1 III Ilt ilt IlI ilI Ilf fji ill 1�1 1 I 1 11l1 III III 111 111 111 i11 111 f I 1 i III 111 Ilr r1► r�1 ► '' ,II111 ) � 11111IIIIII � � � II � � r � I I 1il � tl 2 3 4 5 6 7 6 9 10 It I NOTE: IF THIS Nt ICROF I LME D ►�.�ti.e � - - �. ..gyp ., . . . .-� • DRAVI C IS LESS CLEAR THAN THIS 110TICE, IT IS DUE TO THE (r.IALITY OF THE ORIGINAL !!! "1 I DRAW ING. - OE dz 9? tz 9Z sZ fo Ez 22 t OZ et 9t LI 91 21. 1►1 El 71 II 01 6 9 t 9 s 111p E z Icon M� Mr�1111�111�11f1�N11 �nl�nnllln�In111n11un111nIIu11u1►�Inrhrll�rrulrurtilurhnrllwUw�rrrlanlrtulurt�uahtlrlkUllJ!t>4rrl ty �Illl�Alll�IU�NII�I jlll�Lltt�lll�hllinwlW�IW�WlIl111�1111III�I�IW�1t JULY ' 1 � 1990 ot _.�•-. '°.+.. + e.�".-' "—rn' +Mf, ..cf�F1•!••_.-+f-..../ . -s ........., .,yr. - .. . W.. --, ,,. � __, x:.....tl{Fr.�M{�+.....;.n.r . .. .. r � -. .a .w .. ,�•7. . ..w .+ ......,.p...rr�. ( . .-.-... .-_.--..... - ..—__r.._ ......--_ -_ P.+'s M 12 j 12. VMS _ _� -- -- - or I — _ I uI x -- - _ - -- -- L. _ Ib <ttM _- �__ -- ___-_ . T Lo _-- - - -f`1!T _ _ -_-- __---- ..___ ----_--__ — ----_ E L cn N Ell, j _ _ --- 16. Lo z 0 ___ _– _---_ - -. — - _... X11-1 l.� --_ -..._v_ _._. _ __ ` .--_ __ �L, _--- _•--____—_.__—_ _-1—._._y___..__ _-., _ +a 1 151oe -rw _ = t- � ___• _ __ __r ,_.- -- - _-. -- Fes• - . _. 1 uN�o��. NCO 31 cow"�„ ,?o "1''( i I =o I I T V Ij G w I t-4 Lbvw* I I h►� ,a.�S CTI� - _ -- M.r.�.'- ---- - - __-- ._._.. � ----- _ _ - - _ml �11 III I' y,.� Ll\ �� ab L r �E �L��/b•Tly 21 sIh E� rMIL.a2 / _ ReR- Fou wta `.u Pp? -"'----- o EA Q— `L E VA I'1 �11114 3 ,4 - -_ -- S 4 0 l 3 ca" I2'-O" -T'1— �N /0 �—�-.--��..1� - --- I -- _ __,�- 1 � Pi L V'4/'Er, -4 -o `� - o — � 1 �� .� 3�' 4 L � �C _ I t 27 �u , -- - _ 12 ' Pa" _ 2=4" _i 2'-a" _ c> 14_ - - Q'au -- - -- i2' �'" _- --- ' �' -- I a-- _ ') N � I I' � � I34fo M �a � ---r . r0'-�01, I4'-G." GI_ cv G1-�11 I i ci'n - -- �'' 2�4-► E �ica�'I L6cr, METE 2S I 'g- 16" PI l-E c,4ro -- ELEcr, MET'EQ.S I 1Ka "sr� e I &"o. e. , 3 - AL-4L. T �_Y3£ AL,�i Gv-v13 A L, SL. -K S L AL. COL I 1 JI - - — - - - -- - it N n -4K10 HEAr.?!rZ /TlrP. ov15tL G '-v" WIIa -Daj,, •/ 10040 '1V - AHE oVIE-q- TM1 s 2,Lex�rt --- F3Ef��ooM � of w �� ►,'� �E172ooM M , 3E17�2ooM ori °w'• f3EMOZ'c�vl,wi - ► i _ __},. �ar�E As FLw�PCa. .4►3cNw- 12 1L - -� � I �; i- 11 �' rcI(�Z 1IG ►c I(' ? 1 ; � ��t t I2�' wIQ� �I i I �, I- I I r I f'jE�HS ! Gwc,r•,wT r I aar Q - - i _, SLo E T-o hrZ,41N 0 sl+, t '�9 I r I I U1IIErJ v J I LINEN 1 I I �yG"�''lG,." 12 ` 00 14C. 11 r, 11! 4`acr�jw , --- �"c c�taK►�� g.F I I uu''�EIt. "4L b --� 51b ,� I�/S C.,L, rsFA.MS .o � 1 fico �3 I' 11Hr, VINYL _ c11e'KT_ k U 3,f6 CI1Q�t'r c,HT,VINYL - I I F IL,/I U!%�N I I I 3 2fr GA 4J/H j M C) /'QG QiA, W/H I 0 I _ / +I-- X I F'i4 M'v/ p1 P YI �- FflA N Kid p 1 pIK ) 3 \\ _1 I I — -- - – —I – 1'�v?aL► _ - - . _L_ _ �` ro nurSiroE 5 s v o U T�l 1•�1, 2_ 00 Ol , b _ �j 11 �x�. �r�.�-• Vvv _ - ----1 I Z eP v' F3 ATH _ �✓�/ -' Itu 111 - 7 ` W _1 M. >✓ _F3AtT Fi lIl If 0N �H G •t !Z'I Cv IAC I "� l4) tiv•�G� P6�P, tll 'OR�J �I v l4)z4kWra4 Fs. �- L - L�O - �i I I G - {- ME1N� �+ nis s ,a ReatE !n 5 `ar I NII F "t T,P I U I� _ _ -- - _ � l�' C-,,L, g _I )11ci 'w _Nto lu rf)I v+.c, �'s�'T-�— 'CLv tE'f � / .1 1 +r a � �, �; � I ( i ax'c� amu' - - I i � ` _ -:.at eiH Ir-+•Roh – N gNELr- tfil:or.� T ut Ir - - _ _ - y �S3 s _ _ I I (rt _ 1 , 1� CoNC, 11lAfrLcrL - a om — sI 11 411 g' I 11 = i I —1 O V �I��� .�lj MI"- �1� _ 1 --— - = _- -- sa r Z, - o I A4C c E M JtG 1 v �kNI f I Qt"I `c r4'ti•� �II�I14G, C+�i-- --- _ — 1915 N la N121'0 _ , ► __ __ 1 i �, A"1 c �H I I I a — 1 71 II —I M , TP_ SSE `T'1 S -' i c _ r4AIN r�,vrR W4440-Ay I U 4 ` I I 01 0 I -HAW Wort � 1 - � � �� i •� . +y'_Gu 1 X11 Ip 3'- 2 " 3'- n D" Il 8 c.oNC, WILL, 2161LF, 3 - J 2 1 .51 3- -- -— G - _... I Iu ► I �C 44 � •d'o.c.,Edl,w, I I A¢ U rf► - -- � I -ITI � � ..t I '- �- utero&r�_ N I I \\ _. ��'`.-- _ O►�1 14"r 'f��GoNG. `T i N 1` - 1 o I.I V I�1 G, _ - .- I I�/I t•1 G, s _1 17 U 12-! K 171 4 g I I .� r- ` _ _� TI '� - ( o I to 1 I i' / I I I I .0 i co N _ _ ro U _ .�. w�b I I �� I I ( �•• I I 3 0 N A x t2 11 1-)E 2 - -. �I t Z H En0►h E r!. 1 I '� I ! I -- ---- - --� ( I 1- -{ .l I _L- _. _ _ _ 51 c I Art AIL., 4 L r?l+-1, 1.71tL, A•L•. Csl-✓�lM. r:)rz, _ I6.1",1. I i I -- -- —--�4 _-_ I CH 1.1 Lt� plSf' I d 1 I - K ! I IGITCI--I E 1.1 r Dat 0) Z ' - { 4 C t.i�0 � � fel l..�1 -� i � ' • ' i+1 ' : ill � Ind�2a I , _ _ F'�4Tr� I �1 rj� K Rev I IGS �6- _ I _ IOPs"J1 - - _ - AUG fUw ►+t&m I `ilN _ _ _ _ Po%r I o _. I L� I I iAt.L�4l-, " 1 " f. L .4 L. �y= to wI 11 Z•a 4-o s-m 4 -----_ — — -- - - r"� v l 1 5 10 411 51 °411 �'-O 'I G'-4a'-©" 41'i0'1 6:411 :1 411 -411 _..._ el- B=o"! 12'-411 lo, 811 - 011 I _ _ .. _. _ - -- � .. �R•1EroL ctrtcUlT- e Low&rt PLO* UP a ALhim(S F Sheet No. _ 110, _•_..____._._. ._.._... _r. 1 F' LA1�1 C � �orT- -; �c�U�1DATIc*l I 1,1411 r- i1„_�11 u 9Tri Su for/ Uwir 4cALE ; ! /Li''�. I' -al' _- of i e ` Q , F . ._•....a I�� Y� � � .. ., 1 I ► � I Itl Itl Irl 1f1 Utl 1 � �!� It1 Itl 1�1 I 1 1 t trl Ir'i Itl Itl I�r 1�1 r{1 I�1 Itl Itl 1�1 (�1 ISI rel ltl ttl Itl Itl Itl 111 Itl !rl 111 Itl fi I Iil !tl 1�1 111 Itl 1�t 1, . r r• -. _ f'�tlilt � d i l a � � I � � � � rli� T � I r � � 1 � � � 1 I � I I � 1 � � o � � I � •� I { I k � � l � • RIOTE: IF THIS MICROFILMED w.r.a.r ( w..w - `j ...- ,., '4 5 6 , 7 �4 9 10 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6i. 92 r�z 9Z -- S2 bz ez 7z Z OZ s1 131 AL1 91 51 41 C1 71 1'1 fel 6 9 L 9 s ti E 1ruhulluulllllb11111111t1111111uinl�hlllirrn�rmlllnlulrinal,wl,w�1►>►�nnlnl,lul�tWilanlrrrllrr�l►rrtlgll>�+�t!t'1 ',�iu�l'�►t,tLtn�1+»I►�rlllnl��u��r1>t�1r11�uubul�ttltw0utt1utl�wlW.�ttt1�11t�tl►�1'If>u�u,Ul�wlwti�u�>!Ir�lnat�twh� ,�,' JULY 199Q Iw '---+� �?e;�t' h =-, ., .. .. ------•-• yrs - - _,_.,,,_.. .._.-,,,,_ yw+. _ ,,:.. i -:. _ _... Y�#YW,r•-.•r-,•c•-.erirsc..+M,W.._......_ .__.._. _ ...- ....,..... _... .. ,n,r,,,.. ._..... ...,q, , ,IIY+yOYn, ,_ +.w+T�sv _ _ ... ,�,.._�, <...r�,,,,,.,,,,,r ,.. _, ......._-._.. _ ..-._... ,e t;'j� - - � �q9 C. cN ISa FZ�T K U�I�IEZi7E17 V �� HEM ''IbRAwE c'N 5/�" amu;/� , - rt Q -Ac4trLIM FETAL. V-�" `=r Ft , GNEc.roe\\ -.-lC > ,� V9 " •�E A,T+ C, -- h F�� w� W 1 W OO W T(Z I M E T� „ ->, '. •�f �,`� \ 12 GJI�G ItEAQ� \ NJ i'j 131.U G I�=I E•l zr S.T, %A iL K �- TII.EAo GL1P}•o L r t, ti C � ` �\� cv�, ��'�_--'•-,-'�T�T- � - '� � ,�' ►awn, :-,0Pr-Ir n�..J ?+a Ci 1'�L•C?GICIW(r u. Z 1) Z i'`� -� - - -- I/ s� r } �• c7 ) V�iM1f, EQ, G,194�;�►� - -- ,, ' �:.. —_,, v -_,.--+_ / / I ----- ` Z /si b j/�,`' NU�eIcAµE A+L1:G►�c��:� ` \ \ , BN�L�s N Illi 5T, / . r;•--• , / I Zro o+tr � I E aA . t wn T R� `''°► j'4 A T rz U Z !�*5 T - \ —. gfly �EAr-t Exr�N►� CEJ 24v. c-. \ I 11 • � �,L �xe,za % rFrZANC IWTO W,YAL6 ' c CV ,Y— -_____ /ATTIc- w c,, t•+ ,� ii/y,l rel�.a►��7 rs � , Ile Y _ 1 ' - - I 02- ArZ HEa�t[=1Z qr%eAM -I„Iv 1EAv)El2 4uTE q,�q ruSr , r Z-v",. i�'-�,'% i STI D� I L� 1Lo"_ l USE w/+� pw✓.;, 4't' LILA- circYat:N/ Z_p I%4Tf14t4;t.)NG, k of "3vrH 9 IN' A L E S v U K 0 f rysrl C L E I -� ALIv3 u6.. ` I rl.+.-. _ _ ICJ ��E'0p, ✓_" PW n `�He•ATIIINI/ vr� j + " „ + I W l R�'LII-+�G 3'-Cd� ___ �1: •.t'_4r I rs �c JN I•ar� NI +, rOAHOZAIL `,, 2 Icr' CT A. r„,1 $0LASN Hb - %' I Urn , Ci L Iy PLck •Zo �1Ata) I t4'TM A L M 2,A d b'• (! I Ci'`0.G, yl/ ` r _ f 1, I�0 CP S7U�I Q- L b' ,N�i R- II 1 I I 2r IU Jpl4t4 TW„ Ir F'ICOV'D�S w ,�ta0�' N,J� wAZE -GNG!NE �, . / /� `�`/ Gi.O I / / I f I r,a Y u F 2 . CKOwl r Sri 1 N Car G. / T211! W►"tL'71.Z i t-- tc12 T2t►-/ I v fel o.G, r - j low 10, w/ IG FELT d►17rs_ a I + * Z w l 0 p l�•T b i M C.C�NN `t.G'1 1 + � I r�G,a.,..l, Sc rz E E+� -- c N Gt U+Iti pA E 121Z E C Z 4!►� h , L _- - . -IIrs�•-s__.�•:__�....._--:_!4.—..s•_: .s- ,,-s.7'. Li•. 7th' :_.- .« .:.YIR:.. ..7 - ._T - -�?'�� -_ _ _ __ _ - - _ _ _ _ I'� :V� I� ' _ —_ -_._. N . c• f ! I I`r _. . -. V -_-_ - — --? i -,�' ' 6 x 10�E�•M(�I N s 10% - - - lilt, , - /4" hwr�,W lg`rELT , 1�rC� 0014rt awlO K�An��• ` ,ZF41lJer4r aN4NNELL C'llCo"e% - -- ___--____ _ __, _ _ _ I ►asr I Qra a c : G sem.►L'.5 9{I SEAN � x tt:1M2 Pbsrr'� (�t) Z. � L.,�►-+. G 4 M L. AGv6 r ATTR N W� ; 6 ` "'�µu.C1 I o 0 8 M 13 e.d►i _A- t II' I i 2sdV J0 ;T,5 ,Wo4lL.4 �-( i �� 4 /� /211Go"t'P '50 f vb'AL-l.'S E�cG�pT 5/b�l'fYC';�°X' q,rly 13EA►-t .lt4 Q. -4 LW G, i sal ( 14 ,I ► ! 9 I I i _ ,;i 0 , / RXiT �} �'YI M '�� '*ovC►�' -1FT ad I , tDaa Wc>of PYA GC,&4Tbr. 1Ll CY_ /L L i _ I '1'I A4W� / u - G..,WC .•Sd- '-Zi q W- � A V L a nl I I +3/tet r�w►a, SU13 FLov2 •q" cvr'1r� c,r2aVE . I „ �i l`� I Gt,oS+�R- i c 0Wrr, I I , 7 ICY i 01 I I I \J �KCp o, 'T L / �s'�KIo" 2 1W Jo�t,+ e� i PTtr,U1J►7F�2 Sia. II e. �-v �y � L4+ v .c. I � �"GvNC �+LL►r'a .�H � - C. t .4 GJHra G,(2AVVL. I ' 'f09G�i.ICJs��RINw � �� � I. t� I �.`�'IMA4vN � � t Lrio YJ �`ry(,��+ 1�myds `rf', '•` `r, I � s - attc,` .. a'___` ' _ _ r_ °-` fri . - i Y 14 __. r 1L+ - ac:,gra r —•.:--! •_ , 1 I I /AvleL N ID vYr.W 9"G o 9c.w O l L v , + t 1 " r- „ , M12$4.H'I N sl a�3 t s"•c 7"c v W c,"to rG (s W 1 o h i.1►►'�L rZ. �✓- G Y r�.r�, T'!'r� >< (T a PSD) � I I N I9051�IENT UI+•+SNNI' > 4 1 — \ � Lt."'fl0 T. FI GA S A 'c7 rlAti/E 5(B'I'f7'r�'X" �,� I �c,ALE . '/1," - ( '_cam' Z till i LyI.L. pl D11`lGn �+ar',I'fA 5 a � (Y • /'� , (,,"a .V., A rJ�r�I N I N C •SPAGA(pCiJ�+G�iNT ?O G►4r,_A&e O F I f 1 ---! 5)i�11 La1Z 51'?.+L) TO �-IA�G -I I I N�iIJ L 01 IC:`N �.LN�•, I ' I 1 I m,6e r'.'r tiI LL tAl ''/Y"c, HILJ'1 q"cu1JC. '-i L.A.►--_ vN 0i>�" n �A,A;, , f, -o"o •G, MLY►�t, 111 LL JIi,G?uEEf� rbL4c+�) C' NL-Y - 00 �o� Oh4 C,oNc- �'I.R rHIPT 0,PLCO► � ig„Gvl•1. u•'AL � ' 3 G l LUµ I / � � . �T1(.�C1�I ") �OJ�/'.L. Glri. 1'c Kra, .11JT', ICs IA 7 " GONG.. FrCr \ _ (,G1t oU slr'IOW ��iII�G�><� - -- r/O• cri`f p FSG. x S�oPr:o To Cft(�INCs 61e-A,Vv_L , � �i�'-rY,�E'K' G,YF? +a,t�, a ol., VZ,,�wl•�, 5H1Et1TulIJ1;- 7 E x Z FL-, Q p2AIIv 5'-0' NDN, P. --------- -�> -- , _ ILL _ - - .-.- F I►2 E ST-0A ,mw...- ,......:........ -- ......�:..-'-_:,.....,. ....... �. N L Q - --'t-. ..__.._. -•-r_ _-- r- _ r�•••-.:T- _.,.......: ....x. t.,._ ....,. _._,_,... yf._T7...?.____,.. .�,. •-r�•-TrT t.•.r-r^'•.-•--•r '^-- ... ._..-._....T_.._w, ''T--T•'T"T+^ _ -._.r..,...�.�.._~'> -__-s�sr. _ � -•__.. �� TT1- - - --NTTIC I M 5 , / e- 3 v / W W 9F - �g 'rc I" 6 +'.vr'toM f t ?-LArYEkt�S '�' r•E,K' S,b' �Y X 1?, /G' 6,`> bs -Tyloe "X ' 11 ,,�•��d - --� PRO�IC?� C;ONG hu I'Pl��'t of LI N C� f� 'To 13 -- 5011h LNC ( G•o'"IME.NL7rS.TIU,v C D�Tf<RM1N � G I V Iii tl 1L 1� ►� - -?� ( 5r11�as wkLL4 I INS. /(Z -� --- T t` �''4►ZT I C L� �1 C�, oft �.� I ���,� / ><IKG -►cMLocK Sri I sc-Uw a `sn . c u WQdp .),.4p rwtj, c.U`J r L�.7� L E 1 2,-'2,00 -joINr fLESiLIENT cHf,tJNELS __ .".__- � oW I�,,)p -c NIS-/ 1 _ - /'}1 Z�CIv GUPJTII.IUDUS JalyTs 14M . WALL - 1 L A V E C- �6 1160 , TY r-t! ")< 11 ?.'LA,,�►2 5 5/rj' T-Y,-F ,c' TYM'g >< ' - 1M 4 C.T✓�5 'O I G"C7.G . G,TP, Ib 17, t/► , si✓� - - ROC I:INOQ L F110Es1�P JUB NO. ' �i �'�� I V ��� u I�JIT Date p►PFa1L 11), I�-�- - �' ,►I,YuC, - Rev 7 Fro. e:.-4 p' v ` --- — e"G,-MC. WA&L ;�-N I& co Nc., PTcr-, - '"' TAI l,157 <� L-T r+�d T ,C+t�.l wv�,�. - 1 - - - <6431 Rhe UN Sheet No, JOI k H 2 WAti L L C-:i E C*7'10I4 (. FAF-- 7Y VAg L L "-_D EC•T-1 c;0 k1 k 2Ytn tz4TiQ WXLA \ AI.L ', I" �II -cam" � hL RAT�+'2 WA ILL ofA NO 111166L -x-- + OWN MIIIIIIIII % "t A Itlll► tltllit IIIItiI t�'1 tit tit lil 111 111 III 11111']1 1Tt t'�t i�•I 111 III tIT tll 111 111 lil lil 111 I'Il 111 111 111 111 111 til lif til tit Iil tit lil fit lil lil tit tit lil 1,)1 t1 .__ � r NOTE: IF THIS MICROFILMED rr:rrrr,r I - �? 3 4 5 7 8 9 _ DPAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TIC QUALITY Of THE ORIGINAL DRAWING. ----- E eZ 9Z LZ 8 52 fZ EZ - ZZ` tZ OZ 61 91 LI 91 51 41 EI ?,I 11 01 6 o L 9 S M C. 2 iAwa I INtlit!illltllltt111ut�t11t1t►ttltntllit�lll{Illt�ttl,'{NII�IIII{tIN?NM;11bU�11f1�MNt�lt!11l�ILIII,IJil�Ui1{Illllll�111111�� I-- 1•.--, LlW I-- t tlti{fMlhulll4�lutlllll�ullllUtW11111UwW�111' lll��lU�lll�i llfllGWll11111�1111111Ul1W1u �, JULY 2 1000 �. t -----ow .:.a,-Is . ._ _ --s _._,.•_ ,,...,,,,�-.,..._.._...._._...._. .._.....__..,...._ ._ ..,..,._...�' Z _ __.. ,..... ._rWi�..... ._..-_ �'. r«,..,.. ' ..._ .. .w+:..,.,-r. s..i,;,,,Cia„�,,.,... , tLii`r".:.r+^,:- F:...,.+I.wA >r =Y. , ��rax t t 100 GENERAL CONDITIONS 203 TOP SOIL. 605 NAILING 900 FINISHES '* 1200 PLUMBING c a l� uv 0 Remove top soil on areas which require change of contour of where Framing: y comply , , "The General Conditions of the Contract for Construction of Building,- g: All nailing shall com 1. with UBC table 25-P nailing schedule. � r o buildings, sidewalk and paving are to be located. Stockpile on site as 3 Each subcontractor to inspect all surfaces to receive finish, reporting .Y A.I.A. Document A-2U1, August 1976 Ed., is hereby made a part of this Job directed by Owner. All water service plumbing lines within unit to be copper. No plastic Notebook even though not hereto attached. Connection9 unsatisfactory conditions to the Architect and Contractor. Do no work Bailin pipe within building for any plumbing service. until 209 BACKFILL such conditions are :emedied. Starting of work shall indic.r<te Joist to sill or girder, toe nail 101 CODES --- acceptance of surfaces. •; , -- 3-8d _1201 SANITARY SEWER LINES 1ti� Backfill to rou h � F I Bridging or joist, toe nail each end 901 GYPSUM DRYWALL A — 1 g grades, in 8" lifts (to 9.,i compaction under ,awed 1-8d �/)- �• �\ " The Uniform Building Code 1982 Edition as amended by State of Oregon and areas and slabs). Backfill utility trenches with pea gravel or sand for 2" subfloor to joist or girder, blind and face nail 2-16d To be cast iron within 5'-0" from building - P.V.C. elselwhere. Minimum know as the State of Oregon Structural Specialty Code and Fire and Life proper compaction. Sole plate to joist or blocking, face nail 16d at 16" o.c. Install gypsum board of type and thickness shown on drawings including slope 1/4" per font. Use 4" existing line with connections made to City Safety Regulations shall govern where not otherwise mentioned in this Job Top plate to stud, end nail 2-16d cover beads, metal trim and taping as required. Architectural inspection of Tigard Standards, Notebook. It is the responsibility of e1c!-, contractor to conform to the Use clean topsail for all exposed ares for last 8" of final fill, to Stud to sole plate, toe nail 4-8d of nailing and taping required. requirements of this Code and other City of Tigard building and zoning grade as shown. Doubled studs, face nail 16d tit 24" o.c. 1202 STORM DRAINS requirements. Doubled plates, face nail, to & bottom staggered �A F gyered 16d at 16" a.c. 902 RESILIENT FLOORING - SHEET VINYL �/� Top plates, laps and intersections, face nail 2-16d -"-- -- r 102 GUARANTEE Continuaus headers two Use 4" P.V.C. for rain drains. Run lines to greenway area. Connect all '�' co (N (� -- 205 PAVING pieces 16d at 16" o.c. Prov:ae and install sheet vinyl where shown on drawings. Sheet vinyl to downspouts to rain drains (not to foundation drainage system). (D U along each edge be st- .;ted by Owner. All bathroom and kitchen areas sheet vinyl to be , LO All work by the Contractor/Sub-contractors shall be guaranteed to be Provide well graded 1-1 2" minus Ceiling joists to plate, tow nail 3-8d (A) E 0 free from defects i:t material and workmanship for a period of one year g / gravel base 4" minimum thick with a 2 installed over W.P. plywood su: floor. No chipboard. 1203 ,DATER HEATER PAN r Continuous header to stud, toe nail } I Y leveling course of 3/4" minus gravel over. Compact with ten ton roller. 4-8d cn Ceiling joists, laps over partitions, face nail 3-16d 903 CARPET Provide 26 gauge water heater pan and copper drain to outside grade. from date of final acceptance by the owner. Certain specialty areas may Provide 3" type "C" asphaltic concrete paving over. Slope to drain at Ceiling joists to � � N have yuarantaes which extend for a period longer than one year as 1/4" g j parallel rafters, face nail 3-16d — � N / per foot minimum or as shown. Rafter to plate, toe nail 3-8c� n outlined in separate sections herein. Defective work and materials shall To be selected by Owner. Allow $15/s.y. for carpet, pad and 1204 SHUT-OFF VALVES � X be replaced at no cost to the Owner. Built-up corner studs 16d at 24" o.c. 2" planks installation. 300 CONCRETE P 2-16d at each bearing 103 TEMPORARY FACILITIES -- Plywood subfloor 904 PAINTING Provide shut-off valves at all fixtures including outside hose bibbs. �� Z Ln a 301 SCOPE '^ Walls & roof Ad @ 6" o.c. at edges & 12" in field 1205 BATH AND KITCHEN FIXTURES < c�'j (n fieldg ,.cat edges & 10" i The General Contractor shall provide temporary facilities, job phone, Floors 8d @ 6" oAll surfaces to he painted to be in proper condition to insure adhesion heat, and sanitary facilities required for the completion of warts. and the Place all concrete in clean, well prepared , nd supported forms. and proper functioning of the coating. Submit samples for all finishes Moen chrome fixtures. Shower tub - 3189 Moentrol series, lavatories - health and safety of all employees. A job office, lights & power, water for color and texture. 4621, sink - 7536, will be provided by Owner. All concrete flatware compressive strength to be 3,000 p,s.i. at 28 days. 606 CABINETS Minimum cement content to be 5 sacks per and except slabs on No exterior painting or staining to occur during threatening or inclement 1206 FIXTURES P Y p grade to Style and finish as selected by Owner. weather. 104 STORAGE OF MATERIALS be 5-1/2 sacks per yard. Minimum slump 4". All vertical walls and footings to have 25 000 Kitchen Bink - Excalibur Model 3319, Stainless Steel. 9 p.s.i. concrete at 28 days. 60'1 PLASTIC LAMINATF. Areas in process of beim All materials shall be stored in an adequate manner to prevent damage by — — p y painted to be clean and free from dust & dirt. equipment, workmen, weather, and other normal hazards. Materials which Protect concrete from freezingand absorb moisture shall be stored off the ground, or in enclosed areas arid premature drying. Cure and place all Formica, Consoweld 1/16" with "M" finish. Self-edge jointing with t,' No priming or painting or wood while cement or plaster is in process of Tub: American Standard 5'-0" "Hyline" enameled White cast iron #2297. concrete per A.C.I. codes and standards. 9 ] 4 application of drying. properly covered for protection. It is the responsibility of the General backsplash and side panel as required. Color as selected by Owner. No painting of cement or plaster until surface is completely cured. P 9 p Toilets: American Standard White Cadet toilet 02120. Contractor to see that materials are kept clear,, dry and secure from Provide black 6 mill visqueen under all interior slabs on grade. Putty, caulk, or spackle to be applied after surface primer is dry. vandels and thieves. Reinforce deck slabs, slabs at fill, entryways with 6 x 6 10/10 W.W.M. ") no work unless proper temperatures and ventilation are maintained for Sinks: "Horizon" 19" White. Self-running American Standar"cast iron 700 MOISTURE PROTECTION 105 PROTECTION i,,:.,de work. lavatory. 302 FINISHES 701 ROOFING All work shall be done by skilled mechanics in a workmanlike manner. --- All coatings smoothly and freely spread or float on - free from runs, 1207 BATHROOM ACCEf,SORIES The Contractor will promptly Fay when due all bills for labor and All exterior on grade patio slabs - exposed aggregate finish. sags, crawling or other defects. materials, and all federal, state and local taxes, withholdings and Asphaltic i fiberglas shingle roof -• Mg 3 tab self-sealing mineral No succeedingcoats applied until T-iwel Bars one 14" one 18". One paper holder, one robe hook. All Interior building slabs to hove smooth trowel finish. All other exterior surface, fiberglas or asphaltic roofin�l shingles, installed as per IP preceeding coat thoroughly dry. , p p o A by contributions as required by law and written agreements, including all slabs to be medium broom finish. Finishes on smooth surfaces to be carefully sanded between coats. Hallmack - to be chrome faced. payments to the state compensation department or any similiar agency, due manufacturer'3 printed instructions and UBC standards. Provide base for all work performed by you on this job. He will submit state and sheet as shown on drawings. Color as selected b Owner. Any pats inaccessible after installation to be painted before 303 EXPANSION JOINTS Y . installation. Painting of sills to include exposed hurts and drop edges. federal employer's withholding tax numbers if requested by Owner. 702 ROOFING GUARANTEE Apply all coatings without reduction except as specifically required by NOTE: LISTING OF MANUFACTURERS BY NAME OR BRAND NAME IS INTENDED TO ESTABLISH label directions unless otherwise directed or approved b Architect. QUAL1'1'! OF " 1E SPECIFIED ITEM BUT IS NOT INTENDED TO LIMIT Provide expansion joints as shown or at 20'-0" o.c. at all exterior walks , PP y THE GENERAL The Contractor will maintain workmen's compensation insurance during the and slabs. INCLUSION BY ANOTHER MANUFACTURER WHO MAY HAVE AN EQUAL OR SUPERIOR PRODUCT course of performing work and will summit to the Owner without delay a Upon completion of work and before final payment, the Roofing Contractor Correct all defects due to faulty materials or workmanship to the FOR THE SAME USE AS THE ONE. SPECIFIED. certifi,:ate showing that workmen's compensation coverage has been304 REINFORCING STEEL shall issue to the Owner a water-tightness guarantee covering roofing and satisfaction of the Architect without added compensation.purchased, flashing gutters -fora period of not less than two (2) years. - All reinforcingsteel laced Submit a complete list of finish materials to the Architect for approval. p per A.C.I. codes and standards. All. 703 FOUNDATION AND WALL COATINGS The Contractor will maintain during the course of performing work reinforcing steel #3 and smaller to be A-615 grade 40 and all reinforcing Provide a one-year guarantee sit material and workmanship. liability and property damage insurance in the amount of $500,000. The bars #4 and larger to be grade 60. Welded wire mesh to he A-185. ApplyInc.,Standard Drywall Products, TFoundation Coatings or Contractor agrees to protect, indemnify and hold harmless K.V. Allison Maintain proper wall clearances. Lap all continuous bars 3U diameters approved equal on all foundations below grade adjacent to interior 905 PAINTING PREPARATION and Lavelle D. Allison, Owners, from any loss, damage, liability or minimum. Provide corner Sars at all wall and footing corners. Provide spaces, per manufacturer's specifications. Apply one coat Thorocoat or --+ expense for death or injury of persons, including employees of shop drawings for steel pltcemert in retaining wall. approveequal to exposed concrete walls. subcontractors, or damage to property, directly or indirectly arising out d Wood, natural or stained: Sand smooth and free of marks or discoloration. Fill voids and nail holes after primer or first coat is of or in connection with the work, services or materials supplied with Minimum reinforcing: t e w pa p .BARRIERS dry. Use transparent filler compatible the nssystem - tint to finish respect to this job. Proof of this insurance shall be submitted without 704 VAPOR BA_ y /1 delay. Any violation or attempt to violate this agreement will be just Vertical #4 at 4'-0" o.c. Provide black .006 mil "visqueen" vapor barrier under all interior on- camouflage repair. cause to terminate this contract.. #4 each side of opening grade slabs :. Provide #15 es halimpregnated Kraft Horizontal 2 - #a At top of wall Ppaper under all Ferrous Metal: Wash unprirued ferrous metal with mineral spirits to 8" lintel concrete decks and walkways above 9 -ade. remove dirt, oil or grease. Remove rust or scale by wire brushing or The Contractor shall comply fully with all laws and regulations dealing Lintels 4'-0" or less 2 #4 insanding. Remove foreign material from shop primed work where caused by }--� l�' with the health and safety a his employees and the public in general and 4'-0Extend to 6'-0lintel 1 #4 in 16" lintel Provide aluminum foil building paper under all building siding, handling and erection. Touch up shop prime where ferrous metal may have shall be solely responsible to see that the work is conducted in a safe Extend lintel reinforcing 2'-0" beyond edge of opening manner. Contractor to provide all necessary temporary barar_ades, support 705 BUILDING INSULATION beer, exposed, for walls and floors riot to completion of vertical and lateral loud Gt'.lvanized Metal: Wash surfaces with mineral spirits to remove oily systems. Provide fire fighting devices as required by fire marshal. - Use fiberglas R-11 foil-faced insulation at all exterior walls and R-30 residue. Dry with clean cloth. Apply one coat of commercial metal. etch. 500 METALS 106 PERMITS insulation in ceiling. Insulate garage & basement ceiling spaces with R- Dust off residues before priming with approved primer. • Submit shop drawings details of all metals to include stairs and wrought 19 insulation. The Owner shall obtain and a for required building iron railings and indicate all fastening items. Verify dimensions and Y g permit P q however 906 COATINGS _permits and inspection fees required in a specific division of the work correlate with adjoining work. 706 METAL FLASHINGS shall be paid for by the subcontractor who performs the work, i.e. Miscellaneous Iron: Paint all exposed metal, excluding stainless steep mechan`.cal, electrical and plumbing permits. Shop coat all surfaces not embedded in concrete with Rust-Oleum No. 678 Unless otherwise specified, provide and install prepainted 26 gauge and aluminum. Remove eler•.rical face plates prior to painting, reinstall Primer. Touch up abraded areas after installation. galvanized iron flashings, gutters and downspouts in all areas. Provide after painting. Ferrou- metals not shop primed - prime with one coat of 107 EXTENT AND 9 ALITY OF THE WORK shop drawings cr example of gutter before installation. Gutter and zinc chromate. Unless ot.-ierwise noted apply two coats so mi-gloss enamel )) 501 STRUCTURAL STEEL downspouts to be aligned, level, plumb and well secured to walls and to surfaces. L fascia. Match existing. Painted Galvanized Meta,.s: Apply one cast galvanized metal primer,follow with two coats low-gloss enamel finish " The intent of the Drawings and Specifications is to stow the general /�(_ >►1] method of accomplishing the work, even though each individual instance or See Sheet Na. 1 General Notes. O 7U7 CAULKING . w` detail may not be specifically shown. The esserce of this Contract is '1V completeness of. the work. The Contractor shall furnish all materials, 502 WELDING parts, labor, equipment, services, and superintendence to perform all Caulk all exposed exterior joints above grade with caulking - color to Interior Flat Wall Finish: Spot prime taped drywall joints; then apply wr,rk in first class, finished and operati,ig condition. All work to be All welding to be done by certified welders in accordance with A.W.S. match abutting r,aterial or finished surfaces. Caulk where indicated on one coat 'latex wall primer. After thoroughly dry, apply top coat of done in the best standards and practices of the particular craft or trade Specifications. Use E 6OXX or E70XX electrodes. drawings and where water, air or dust may infiltrate such as around all latex flat wall Faint. windows. us C1 involved. Each subcontractor shall provide the Owner with a final 503 BOLTS & CONNECTORS Door and Frame: apply one coot wood stain, wipe off excess and let dry; 1'J „ inspection receipt as evidence that materials and work have complied with — Install "Insulfoam" at all exterior door end window framer, and framing, apply one coat lacquer, after dry, liytttly sand a:� required. Apply a state and local codes. ASTM A-307, with standard plate washers under ill bolt heads and nuts in second coat satin lacquer. Top, bottom and all edges to receive ,{ contact with wood. When no otherwise shown or specified all materials shall be installer' in 800 DOORS, WINDOWS, GLASS covering. accordance with manufacturer's specifications and recommendations. Concrete to Wood Anchors: Anchor bolts 5/8" x 10" @ 4'-0" o.c. or as In;;erior Wood Trim, etc: Sand lightly. Apply one coat wood stain as Each contractor/subcontractor shall verify all dimensio,.s, clearances, shown on drawings for sills of exterior walls. (Maximum spacing unless 801 ENTRANCE DOORS required. Wipe off excess stain. Dry. Seal with two coats satin finish -� supports, or code requirements which otherwise noted). Use 1/8" x 2-1/2" "Ramset." at 2'-8" o.c. for sills of lacquer. Fill all nail holes. q pertain to this area of work. Unit entrance doors to be 30 ,_ �) interior walls, x 6'-8" factory finished metal clad doors Notify drawings of any discrepancies before beginning work. Provide as- with interlocking thresholds and jambs. Everstrait, Perma-Door, or equal. Exterior trio: all exterior finish material to be prestairied with two built drawings at completion of job. Absolutely no extra work will he � 3 Palo unless authorized by Owner in .,citing prior to completion of work. Connectors: Tie straps, framing anchors, hangers, stirups,4,column caps, Type as selected by Ownec. 20 minute rated enclosure with closers. coats stain. `^ column bases to be "Simpson" or as detailed. Fully nail according to vl 108 LL.-.AN UP manufacturer's schedule. 802 HOLLOW METAL DOORS AND FRAMES ,^ 907 CF,SLINGS Doors shall be 1-•3/4" thick with 18 gauge frames. Frames abutting 11— Store Contractor shall not let construction debris accumulate on the project. concrete to be 5-3/4" x 2" double rabbeted. Furnish with masonry anchors Ceilings in kitchen and bathrooms to be painted. All other interior Store debris in a safe manner arid remove accumulations promptly. 600 CARPENTRY locations to have spray applied Q.T. Texture evenly applied. as required. Steelcraft or. equal. a At the completion of the project all of the following must be completed: All lumber delivered to site to be stored 6" above ground and protected 908 T from wecther. 803 ALUMINUM SLIDING GLASS DOORS UB SURROUNDS- 1. Clean painted decorated and stained work. Bath tub surriunds at all tubs to be reformed 5'-0" 2« Damp mop alt floors and resilient floor coverings, waxing and Pressure treat all sills, plates, sleepers, nailing blocks end of studs To be Viking Aluminum rolling n^tlo doors with Bronze anodized frames. P plastic ranting:e polishing not required. or pasts, etc. , in permanent contact with concrete. All doors to include screens. Use standard safety glass with 5/8"3. obtained and installed by Unicove, Wallace Floor Covering or approved. Clean and polish hardware, remove stains, label, dust, paint, etc. insulated glass units. 4. Clean all fixtures and equipment in contract area. All framing lumber to be coast Douglas Fir or Hem Fir. Plywood to 5. Remove temporary protection and all construction debris from job conform to D.F.P.A. grading rules. Each piece to have grade trademark. 804 BIPASS DOORS 1000 SPECIALTIES site. 6. Clean all glass. Lumber species and grades to be as follows: See_ Sheet No. 1 General To be flush mirrored type of sizes shown on drawings. Doors to include Install all specialty items such as towel bars, paper (' 'Lspensers, etc. e e p o q all hardware door guides and stops as required for complete installation, including backing )locking and fastening per manufacturer's printed 7« All exposed exterior and interior surfaces shall be clean of all Notes. i E instructions. arn tem to be instilled complete in ever sltbmit style, color and material type to Owner for. approval prior to P }' detail. marks and finger prints and left free from dirt, stains, sailing and defacement of any kind. 601 SHEATHIN, ordering. 8. All paint mats are to be touched up. 1001 MAILBOXES 9. All carpets to be vaccumed. Plywood to ba standard grade with exterior glue. Minimum plywood nailing 805 ALOMINUM WINDOWS 10. Label all electrical panels. 8d com. at 6" o.c, at edge and 12" o.c. intermediate bearing. Plywood -� - 4 boxes to tie in with existing mailboxes. I.C. index for floors and roof 32/16 or as otherwise noted. Install roof Windows to be Viking Model 60 horizontal rolling windows with 5/8" 1100 ELECTRICAL NO. sheathing with face grain perpendicular to suppotts. Stagger joints.' insulation glass. Screens to be included. Equal - Mercer. - 200_ EXCAVATION AND FILL ns� 806 MIRRORS Allow $80.00 per unit for lighting fixtures. Type and color by Owner. ?ate :��ll►- '�J�I�� 201 SCOPE Provide water proof p'ywood as sub floor at all kitchens and bathrooms. -- 1101 FIRE ALALL'9 SYSTEMS Rey : Mirrors to be 3/16" thickness with metal clip supports. All glass comply Glue and nail all. floor sheathing. to minimum code requirements for type and strength. _ Provide all excavation, filling, rough grading, drainage and related Provide Produces of Combustion" smoke detectors in all units. Locate at « items necessary to complete the work. The intent of the Drawings and 603 SIDING center of bedroom hallway no 807 DOORS - INTERIOR Y greater than 12" from ceiling. All units to _ details is to show the intent of. work and may not cover each instance or conform to U.B.C.- 43-G. —'- d�,tail which is required for the completed project. Horizontal Jamestown beaded siding to be 8" .024 gLuge aluminum by f Reynolds Aluminum Co. or equal. Finish color: Classic Cream. Nailing All interior doors to be 1-3/8" x 6'-8" }follow core. See plan for door 1102 EXTERIOR LIGHTING 202 EXCAVATION widths. Door to be refinished natural finish. Prehun doors and trim - per manufacturers instructions. Use cut backer boards at final two P g --' courses of aluminum at base. optional. All exterior lighting (excluding unit decks and patio) shall be c, Protect trees, existing asphalt, adjoining buildings and adjacent property during excavation. 808 HARDWARE roof 604 ROOF TRUSSES Owner's circuit, controlled by photo-electric switch located on ' of a centrally located unit. — -- Excavate to depths and grades shown for all concrete slabs, sidewalks, Roof trusses to be factory engineered and built. Submit shop drawings and Furnish all items of hardware required for completion and proper. 1103 ELECTRIC BASEBOARD HEATING footings, and paving. Fill over-excavation at footings with concrete of installation instructions. operation of work. Deliver all finish hardware to job site in original _— - same strength as footings. containers properly marked for installation. Install all Owner purchased electrical baseboard units with remote wall building codes u e an All hardware to comply with applicable fire bild . Schlage thermostats. Sizing of all units to he verified. Remove all organic materiel and rubble from site, except non-organic _ _ material that can be adequately broken to place in fill. "A" series 26d or equal. 1104 APPLIANCES S�le@t No. Do not excavate closer than 2:1 slope before footings. Clean all Submit complete hardware schedule, prepared by experienced hardware ,All appliances e used. Hardware to be o ng eyincludingrange, refri erator, consultant listing all hardware and keying tbg ' g garbage disposal, waster footing excavations of loose materials by hand before pour. and dryer, to be purchased by Owner and installed under this contract.. guaranteed for a period of one (1) year. Provide two keys Install owner purchased glass lined 50 gal. quick-recovery hot water 41 y per lockset and three master keys for each unit. heater. Republic or equal for each unit. Of �Vr � , J '.� ,.-,.,..,. :'. •:. •. - ,.. .. _-•- . r� _ ` y�.i""^yT�R.kWb.M.11!`kbwn_•,ei1�,F.,rt. _ �_. 4 _ �, 3 _ 5 8 8 . I I r i • }YJTE: 1 F THIS M ICRUF I LMED •• •-•--- --••-- � 2 47 8 it 0 DRAWING IS LESS CLEAR THAN THIS NOTICE, It IS DUE TO THE QUALITY OF THE ORIGINAL DRAWJNG. La - 92 Sir IP2 F.2' ii' 1z 0Z 61 91 LI 91 91bl E zr 11 or a 9 c 9s 1r e ie 1""J U i etl�lllllunllulllul�nulllu�Im�mr�ttlltUI�111fS1111�1111�11N�luIllWtlltHt�Nll�Ilttt�1111;l1mi111I11!�IN�L) �t11il1titHII�N1lIIW�1111W11t1Y► I �IIIIJlUIl111IlulIIlUI11 '� L Y 21990 .....,,. A