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16550-16770 SW 72ND AVENUE BLDGS 12 & 14 my DAT[ =. :_' : r T MACKENZIE ENGINEERIMR INCORPORATED G14KD. 4Y DATt� .._.., �. �.�,� � � ��T� � y-. CONSULTING ENGINEERS JON! _ SHEET;"" „ -04 � fes.• , r h.. vp r (r tr Pri I � {�• I ; , ----•a...+..rw+ry` sir ! ,. �� �` `��'t; ;:3 �. fir �+''�► �'�� ,. ' F F S ted � ...___.... _ _ . __. } 1990 �. . .. • ����•ANG!INCO .f RPOUTED 40 ._..... .. .. .... -'r���: '��' yy(i,... _ ..-..••!+,. -YM4�:'w Vii* . ... _ .�i..w..iw�w.rii..-w:rn.enrrr�.. .. �� •"..�.+ - .c'-.sy..r. .. �1 1 1 E 1 1 I I I I i I I I 1 1 1 1 1 1 1 1 1 1 1 1 11 I i 1 1 ' 1 1 I I I 1 1 1 1 1 1 1 1 Ir 1 1 1 1 1 , 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I t l 1 1 6 1 I I l l l r l l I I 1 � ---•'�� � _- r.V �:�-..� .. , � ' ! I � III �III � II �� I � I � III � I � � I � I � I � � � I � III1 � 1 � � { IIII111 � 111 ISI { III ISI ISI I � ISI ISI ISI ISI I I a I � I •,{ i { i � i NOTE : IF THIS MICROFILMED a...:.�.�_____r... 2 3 4 5 6 7 8 9 10 ! ! 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MACKENZIE ENGINEERING INCONFOAAT9 CHKO, ISY 0ATE ,� �!' ( � • 0 " z ' p ' '' AL,. � Ii CONSULTING ENGINEERS JOB SHEET NO. ,� ,; . .. ; Tigard , Oregon �c- 1 O!� ...__-- - __...d_.....�._.....,...._..�._. .._.. _ __..1�. i %QTLS: 1 . For wall details gee attached sheets through 6P . Verify and con-Firm all dimensions and conditions Shown . Notify hng_i.ncer of any discre,,-)ancies prior to start of work . 3 . This drkawind for tenant modification only . 4 . 7\11 woeid in contact with concrete to be pressure treated . 5 Occ_una.ncy : General of f_ ices "r A�- .4. tjty 6 . Toilet room*to be mechanically ventilated to nrovide ( 4 ) air_ changes per hour with fan operating off of light switch . 7 !Mechanical : Ry sena.rate permit . 8 . Plumbinq and electrical b-,., separate permit . 9 . Seesheet for floor planWAINUOOT UP A# . low 4 w+ 1. EPDXY PRIMF.. R FP0XY ENA14E-*M1EX€.D �. HANCK) 2, ' Z) COATS C PC A'�' E N - t- C.ATAL.Y Z E P TWO COMPONSNT . 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MY ��'''�`� DATE-Z -��-f`=-- � �JPt ►~ `. .F CONSULT Alts I�IGiIM I' iMEET NO, '� � • N .w. fl -- TILT • r TIZ.At-45ITt- 4w �r t'. • f • if+'�{,...jam,+ i• 1 ' ,J ..by • K 1;.- •d. • i ,• ,� F' �r' Jam, ��6�{,Ml � ..y NOTE : IF THIS MICROFILMED �,::�:..�.... � 2 3 '4 J 6 7 $ 9 10 11 12 DRAWING IS LESS CLEAR THAN �`` •i THIS NOTICE IT IS DUE TO �y THE QUALITY OF THE ORIGINAL D RAW I NG. - _ _ - ---- - -- ------- OE 62 92 1Z 92 Sb `Z Z E{Z 2 I Z 02 61 91 L 91 Sl b I E 1 21 11 01 6 9 1 9 S b E Z 1 ►II�IIII�IIII�IIIIhIIll IIII1IIIII{{IIIIll III�IIII�I111I1111�1111� �)1lliu1 1111�1,111i1a111;11111111Ilohl]I I I 1111twholloul)lull I _1111.111blJ16 6jilIIIIIll 1111111uIll IIld11111111111tolvidwA�11JV1�1t��iilwll�,111u111u�u�ulljllu�lllJ�!III�l11���111�111i� M A Y 25 990 } . - .. •w ....gyp �' -.. .c. ..� w ... rwr- �. �� -- _ `� r 7 BY �"`j___ ___ D AT EZ -Z,,$ y-► I 1 ' , -- MACKENYtE ENGINEERING INCORPORATED CHKD. Bl� !� DATE CONSULTING ENGINEER IS► I K ✓ ,...lE;p SHEET NO __ OF . 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IR, E DRAWIN04 ARE TME PROPERTY OF MA CM EN ZIE ENCr N -ERIN6 INCORPORATED O.IEQ ANO ARE NOT TO OF RE RO- ;Q DUCED IN ANY MANNER,EkCEPT Plumbing and electrical by separate nerml t • WITH THE WRITTEN PERMIT SION Or IIFI. See ' ,�, sheet for floor plan . SWEET '07 O• � ✓^U '.� wj !.. .�R � " �✓' —. P �„r♦ , � �. .-� ..^ � � � .• .-_..;_. C% � 2�•' �=�A t A'� �1_fir• '� `�-. Printed MAR 51980or 2 4 i �, ►IMACKILN& ENGINEtRINI. 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NY.-- DATE CONRULTINr: F_,vvif4EERS J O O SHEET NO­-Z-- 0F ­---- 4V O•____.-Z-_ O F --.------ 1.� !. . - /p r-r•,� ; .� �' is/%y, Z. n t OV 77 4 12. r Printed / 1 } ! J '�' i► r c V E fry `, 7191 ! =J :.J ” I/ r/ '01 MACKENZIE ENGINEERING INCORPORATED - G f'L, 177 C. '1 I I 11 ' 11 ! � i l 1 1 1 1 1 I 1 1� l i i 111 O j i III III III 1 1 1 1 1 1 1 � 1 f l I I I � � 1 1 1 t _I ! 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OE 62 QZ LZ 9Z - 9Z fpZ EZ T ZZ OZ OZ 61 BI LI 91 SI bl EI ZI I I 01 6 9 L 9 S b E ZIE MAY <<IIIIiIII�IIII���il���i1����1����1��i�li����iII111I111111111IIIlIIl1111���#N�ll�,lllil�).11c�111iIlLLI�,��,�lul�lllllll!�II�tIIII�.I�lullullu.u�llstl�111.111.!ttlll�ltlIIIIIIIIIu�lII111lIillullllll�llll�l�111 .�i11i1,�11J.�,Il1,�u�11111ll11�11 �,tllullul�uUlllll 1990 «.._...... ...._w wd ..- r.+Y.�er•,.rm.,rr M,i�.." M`!It "ftwftlftAlr r - - s.r i a R D f' ' ifi j ' / ` - MACKENZIE ENGINEERING INCORPORATED CHKD. NYr_____^ DATE CONSULTING ENGINEERS Jos / r �" �. SHEET N O..____,�.—_—O F_— ' �f�r = r "�f • -+- Z '� �� � / /-T w Lr' f•C'�i'r/! J � G�t�'�:,� ... � ? ,C� �j � , (�, �� # 4 t ( //�/� f- v • c it }t �Z 7. 2q el / en' A., l eve" 20 ' l r• ?� `% yy� u j-1j 10 rZIT 100 a 12 4y 74 I _ Q x 4 9 749 .,-,..wa.... ...,.,,. Y" ♦ fes!` - . ..r,-." S _ .."` -. I _ ♦ •..j.�,•Ti"'4w......- ��.,.�,.:.._....+wr�:.w...w„�.�....... �����1�ryna� -a.. ::... -_ .w.... 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NY-- . ,-- DATE._ ... CONSULTING ENGINEERS Joe 0 / �3,�'`._...... + :.L.1...5 ... - SHEET N O.._...._._L_,.._ O!r ('2 -s" z- 71711 ;v "te 2 y, .� ._ SEPry21��r r CKENZIE ENGINEERIIIG ItACORPORMED 3 A „j �,� .. . ► , X80 021 -1 el r � J /7.3 Gl, 753 OPAr 174 t C J r kei r �� � 1 t � 7 f �► '-_• �. �. �' �'" �,.�"' ag, _ _ _.'* ; s•.r, � Iry w r�`-'r. r ( t4. ,R� !1 I I IIs• 1 11 , I I III 11 1 I � III III 111 � 1 � 1 III Ili III I l l I i i I S I I l l 111 I S I I S I I S I 111 111 11 . I I ... �u� ., ;- �.�._ ••�__ __ ._....,.,,,,,_,,,,,,_ --;._ . .. .._ aM��4r v„ -..,.p.._ . • I I ! ` I I I I I I I ( i I I I I I ( 1111 +1 + I + � + IIS + I � � + 11 � 1� 1111111 ' iI1IIII 1111111IIIIIIIIIIIIII 1111111 1111111 111 ! 111 —r. ., .__ . NOTE : IF THIS M ICROF I LME D ...�,. _ '4 _ 6 7 12 DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO THE QUALITY OF THE OPIGINAL �► . DRAWING. OE 62 92 LZ 92 S2 07 cz Zz 12 0z 61 BI L. 1 91 91 bl E1 21 I . 01 6 9 L 9 S b E Z I -•I I , MAY 181 1990 �►II 111111111�1111�1111�1111�1111�111111111�IIIIIIIIIIIIIIIIIIII1111�1111�11•IIIIIIIIIIiI�Ill��lllllliiil�,�fl1,1�111�11!IIII.1��111.1�IIu�IlIlI1.11111+1tI11.1111JLIIIIIIIIt1IIIIlIIIiIIIIII�IIIIIIIIIIIll1�l�lall I1�Il�,IL11�IL11 lullllll IIlll�ullllillll�l11,x11111111!l11111I�+ul+ulluul1111 -._.� _.,� ....__. - __ _._ --- _- �..,_ _..-'_.__ _. ... - -.----�•---•..._..�.� - -...,.moi_._ �•_.,.,.,.yM'+k.,_.._.a..._• ,�.,. ,' my DATE MACKENZIE ENGINEERING INCORPORATED CHKD. BY-- DATE CONSULTING ENGINEERS Joe # :Z2- 2- j SHEET NO. OF lo-r'04 20(i el- 13 to/, 2r, 13 45 71 7 -3 "I o = 2 .V V fiG�/ wi %'!o jd 6145(0 Y (/I 'k. Air 44( v t4l) �3 e- `7�� /2 rr, ! ♦ ,� 1. z spw el.3, a z 7,ellp V-3 7 7 41Y y 7 Z -2o 2 III IIq III RillI11111 ` IimpliIIIIIIIIIIIII I I I 1111111111111111 111111111111111 tillpIll 111111111111111 1 11111111111111 01 NOTE : IF THIS MICROFILMED 12 3 4 5 6 7 8 10 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ft E 62 ez LZ 9Z .2 fop Z cze ZZ 12 OZ 61 el LI 91 SI11 01 -6 9 L 9S b 2 hill III I Ito v I I I I I I I lubill III IIII!J111,111 111fljIlAw I I uidmil mdnih m1milmilimbi itImI1111111 MAY 181 1990 ---� ------�--- MACKENZIE ENGINEERING INCORPORATED CHKO. BY� DATE .- CONSULTING ENGINEERS --� ,f T .1 O B --- J .�1_ -- G�l 1._.., ,L3'As�. � ' _ SHEET NO.. ---—% OF-- 2- F_____ le eo ey 6dw,..0.06-- ell _/ �i j oy ' e 12 2 el i J �1 L 7At'' • r 1 r.s,...w+w.alywl..lY.r.vs..y„V,s►�.. M...,.w.I WR� 4......,.t .. . .. ,.. , .a.. 14 . 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BY- DATE / t" .., _ J O O SHEET N O._____�O F Mo 1z Y bj 7 C 04e 10 / ot a ; M�-�..4r•rr r...�.-.a.n-.n.....r..e...•.,w.•a•.vnM•fw1► . i 7,S' -} U 2) 41 7 7 l} s`) + 21, r z Y. 7 7/� y 7� 1 441 s r 9 1 f . ak! 4 Y 77 ^!�41w>. .r-.T:.9 ,,. . `.,r;b•"�__.__,r.,.....,.,-.,,,.tom,-�-- - .�;^ "�' *,•,NrrM+,IIA�A,�,n. .' !�..�_ - Y. � Ir � rIE' rlil.Eli rlr � illll � � rir rl1 � r � 111 � 111i1 1 � � Ii � rl1 � 1 � 1 � 1 I � III � III � III � I I � III � I I � III � I I � Ill � i i � lll � l I � III � I i � ill � l I � III � I Ilrlrll rli � llr Ilr � rlr � � III � I i � t � llr rlr � rlr rll � r � l NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 8 9 1.,0 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO Al THE QUALITY OF THE ORIGINAL DRAWING. _ ----- --- OE 62 62 L2 92 S2 b2 E2 22 12 02 61 of L I 91 sl b I E I 21 11 01 6 9 L 9 S b E 2 118 1990 ��r1�11111r�r��r�rrl�rrr�rrlllrrrr�rr�rl�rrr�r11111111111111111111111111111IIII�IIIIIIIII�L11:11111�IIIIILI�I�LiIIIIIIlIl1!IIIII1�111)111��111111111�11111!l1111.1��1111�111111111III11�1111�IIliIIIIIIIIIII111�1111�1111.�llIJ�11111l11.1.1111.1�lllll-L�.UIIa.111111UlIlUI�1lUUlIIIllIlI1111I1111�1111IIIlI vl .4 I , �_v 7 r� • �., ca (n a Uj Uj� i0 I ✓ I �2>� 3 , II J C4 _ w LL Z � . I. The Contractor shall verify and confirm all A - - -� � - � dimensions and cond&t,igns Ahown or Implied t_,►':I ;'` _ / r� �_ b -� `�j 1 N � c on the drawings ��rid specifications as well ., �'�� ' �-,` Gc�,�^ ..d ' I ,' �� ° ��� ��''� I (1; I Z = Cr a as the ,. -� , hysical conditions `cif the site. �� ,M �••- �',q� rr oo '` _ 1 �n � m Ncitify Engineer.. ref_ any discrepancies prior _v {. �''' I ,ti,? W Z Z Q to staxt of work. �`� . 2. OCupanc F-2. A11 occupancies /' `� ` �I�� O Y c p es by sep- ry,► r ___. ---- � / 3 Uj Grate pe rmi't;l; 3'. This pernit for buil g shell only. \ir ..-.. �, r�' �, .._ - --- ._ ,� / d ' 4,, Constructi.on T e. ! �.. f / I 04 � r �5 �di "'Gl pFU �."1' .', }G� I� C� I tA1 A,G>~G I�►Lk,E ►c. �y ,� 1" �c �,,r .� . r. /--- '_ „ _. .......— 0 Ails d� .soi.l ba..Ixing pressure: 2000 psi. D • ... Al� firm, rf - --- - -- • ,fcaQtings .to b$�r an un- ,dl�tt�rb�d soil.con qrp . X11 ,t/Z50r� psi. gat2B days; maxirau>r� �'' ' '�- _ 41W1. - slump, 4" for .all f;obtin sfloors, )� g. ,�><td - ' X000 pst at 2S days; maximum 2" for wd�.l panels, a. 'toncret<e ,Rapi nforcing 0,Lrx, !j4 ; TM 18 AS. A-- 5 �X6x7..0,(].0: welded wa.r. ' ''" r '' IG�'•ev"r' 24e1�•2yzl' - ti L� mesh, plalpedk.. i a r,0i;it.ep, of allfloor alabo,.- i J I I Q• I 2 a All other �nc�'e�,,. r�a;infcrc�' ASTM Oracle '44. deformed bars un- r lees noted -ot3nerwi's$ PA plans• +� -- - U r•r'r -. --- - - - ,• `9 ,. ,S trtiGt:u.r.a2�.• Steel - 'F.l. r .' ' I � / I , ' - --_. I �-r�✓ ,-��I �� �_ k Fi • t.l"LX tau 1 a.. All s c ra� steel to be ASTM A-.36. b. , ALL WELDS TO BE PMZ A$qS, STAIJDP,� S. r . VSt .1/4" FXtLET ;WE $ 6NLESS. NOTED. ! ; F' �J J k ►-�-Cs. �2 - — _--_ ,. w ._ _ I A,l� bCaJ.ty to be .'A 7"�4 •- X36. i _...._, ..... . Y' Axl. -Would. i:n pldrrircrrnta .. _ +�crnatre to be preasi�,x�e. treated. '''O pur1in6 . DF #1 .g >= 1750 psi �,n I �. .,G I I OF 1 ( -�► �F ' �_.' ' �'�• au+x•n a�:�d�bleu � `. • P,:�.!14 CJ 1�1 t,� z' 10--__----- - � ' f 31 ` , 11 2IRO P&i, f.c ,� rt 450 psi f x h65 psi, 1. DOu9146, F!ir or Douglas r''and ,:.. k4t%f C.:coMbi.ned +; s it i1r' .inner, One, .6nly},o 'PC?P �`fiDi,S'169. 'LAMI- w r NAT FOR ALL 6 /�4 �e ,3 s Y • `, � T • ll 1 Al— ._a 3 i E�tterior -glue _ '-"��" LJN✓� �- t , I _ e• .p l ywQ itaaf.. Sbeaf.hing •i f'�'I � I��"�'�''1' _- -- -- � '4 � .s tandaid rjFPA. 32/16, with . ii r 4 -. _ r or g.l ue, L7�I�;'r i !` i J - _ J L • . ' PlYwood R0,0f 1Sheathing Yailin s PnVIrJ 1 `� ' u` ly 84"nails at 6" o/c over .ail anal a " I ) • e3ge's .and .lZ" a/'c at',411 i>�tsrior supports k 1. Mechanical .by. separpte permit 1 t i ' 1Z: Plumbing b se wait 9 Y ' P germi�t. • ! 1 13. • •»�.ecttir�:Cal by 8� 4►>r•ak� p6arm�t -- - _ -- - /_� - f"� 1�> � _ '�' ��*L -- r(���Com/\ ''s-'' �'`__j. I t - r - l � .>If-�1►. ` + •�' � �� {'� _`� `y N • _ s IL A 6 6.t :,lam I(�? Af,.�rl I z 'Y' w � t Z f � � 4 ; � I�ol•�;IIY12;'-7 !-��`T�l yam, ; • G' l.C- E•+ I ►, DATE j `�`�• �. , a DRAWN BY: I,.._"' • - `mac r.. r-] �A� „'� •� — rf \`• �CJI,.IZ . ,E ! �+7 �% CHECKED 9Y• .�,M ,IM'f,rfilY.N:•" f .ti •"` ., ` '\ �_- _ '` �F. '�"g� REVISIONS: 1, +eo.•. . _ •.' � 1�',,`�,,, ',, ` �. /% � j 71"1 IL t 10, ,+ `T �-r ti� I - —_ -- � __..___.. \` iM".!:Sff DRA ING! AR! TMi r, a •1♦.` ��\ — t PROP[MTY OF MACKRNYI[ AND ARE NOTRIP'ORAr t DUCUD rN ANY MANNER' ClPT WITH THE WRITTEN FERMIS' PION or MEI. ',..y i .J,.f r •.w'+'A I M � 47^"n'V .moi 4A�'f" I1''r+1 `ur,,y �l• / + 1 �. - d -3 ,; �. `, Fri n to SHEET dip 1977 CKENZIE ENGINEERING VORPORATED OF �I e • JOB N�: �II - a • _.,, �V ,T"'•!,�„iF'�a %' - - - .. • " -- -- - - - - - - .-wr.s..K ..s •w.win,r, ...►»N+wngfJ /R.r.•wn,nfe•n.nn. .. ...., -+• iaw '•RfN' ... T - ” '. Y .y, •, _ J Y.,..,fU,4'!4l M' .. a., w.,AIIAY... ,y ;• •w •M. � ... 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( I I IIIIIIIIIII'I11,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III II�IIIIIIIIIJill III IIII IIIIIIIjIIIIII1jIIII IJill IlIII1jII1IIIIjIIIIIIIjIIIIIIIIIIIIIAI�jIIII111jIIlIIIII111I1111111 3 5 _ 9 I I NOTE: IF 1H IS MICROFILMED ►.._.:, ,.,_.....^1 4 C 7 8 10 12�„VV•_ _ DRAWING IS LESS CLEAR THAN `— M IS NOTICE, IT IS DUE TO 1AE QUALITY OF THE ORIGINAL DRAWING, OE 62 87 LZ 91 se b?. cz ZZ IZ OZ 61 81 LI 91 SI bl EI ZI II 01 6 I8.•.I I►IIIIIIIIIIII�unllnl�ullllul�llulnu�IIIIIIIIIIIII111111I111lIiIllllll:�!IIIIIIIIIIIII�II4IIIIIII1llIIIIIIIIIIlIl111IIIIIIIIIII1111IIIIIIIIIIIIIHI1111�1II�I1111I1111IIIIlIllllIIIllllllflllllllllllllUjllllllll1ll11I1,W11IIlI11LI11�Wlllllllllll11111�IIIII1111>1flIIWllI1111IIIIIIIIIIIIIUI1111 MAY 18 1990 0 Jill i W vu �."� IG ' >� ; �J!�l.I;,�� �r-' TC, 32 to W :��'' C�..S� w W o a"fid W h�MN ( ,� h ��•,�,n _ . 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NONE" A _ 7. ___""" It � \�` 1. • .r I e. G...� •...�.r�..� ° ..�.�. I �► Y U DATE dj eel ✓I ) I 1 _ >._:.�.. ''3'G��. :. :>., p►� .1�-►. � �� a ir, ., �. �,; DRAWN BY: IZ- C ' ' �, F'L�_�✓� �.�> 'lei Q•�' , ,r...2 .. w ® �D WI 1 I CHECKED BY: I G �, ,, �: u ►/ ?.A , �c G' �1:, ✓ ', p:• ` ` REVISIONS 4p A 40 I � � "•� �• in11�.1.� 'O irk L Z" ______...-._-__-__..____.___.._. _ _.- . _ .. �r r01) •rl x i ,4 (2 *Ca �, + O Y. I' ✓T J✓"� •I"' + t1 o ti l,j --_ ,/�; '� ♦ :� - �\, fMESF DRAWINGS ARE THE ��V • + J_+--� - - PROPERMCKENZ1�1�•N6- �_ ,L•�� I 1 -,_ I ii �• I�O I �� �- -+i RE NQT TO RE RE 1 INEriRIN0TY IOPNCORAPORATEDIE ED AND AE T% ANY h4ANNFN,VXCEP WITH THE WRITTEN PERMITS /' MSN t , GL. SHEET 31, N OF Mill - _----- 1977 01�p .j W14,►.r 1 �' �•�•, �. .. ...� .. ... _ _ E ENGINEERIN G CK�NZt .,�' 1 X11 INCORPORATED - -- - OF JOB NO: �. . ...,.......� .wr.. .. ..o....w+�n..,..+.•*.wwww„- �� .',�'*. .. .,MI '.�"^ ,'.��'. "'�Irri'II�Ac• .. ...., ��711 .. . 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The Contractor shall verify and 'confirm all �.` ,�,� ��-, /' � -� ' `� ti' ¢�1fly, � �`` � 1 � � � J Z c dimensions and corxditions sh-rwn or implied � � CL on the drawings aad, specifications as well lsaO.p ' �� !o � 'QL� ` F `�� as the physics:) conui tions of the: site. _._ ._.._ �_ � --{� �. "N'x ,, o ��' ja. � - � LAJ Z � t Notify Engineer of any d1screp4,ncies prior •. w�' _ ,,' ,/ }� to start Qf work. �� •� ' 1 ---'��.---- ✓ a� � (� 3 i „v 2 . OCcp_ipa,ncy: F-2. A11 oc,::uparlc;.es by Sep- � ....'..t,'...""_."" ,...,..... •,.,. / ---...�,,.-•'--- ---'.�^ ,„r_, _`_ � _aj / � / arate permits. 3 . This permit for brsildi- sr..-?Ill only. 4 . Construct ' 'I'�'_ ..5r it K.Ltr!" V 4,1 A�Ga�'�,c.l,��t: ��►� . li , �y1�' .. / --- .... �. W10FOA P)k:`viPk,97 U0, i5, A-A?!* i1WW1411rZ0 ---- ' 6 . Assumed soil bearing pressure : 2001) psf.. , f. + _ `}.• ,,�, •' , '��.-' i I 7 . All footings to bear on firm, natural , un- disturIzed soil. j` ,!f• / M 8. Concrete ! Ila [�1i t , � c = 2500 psi at 2.3 days, maximum � • dump, 4" for all footings and floorLi. b, f1c = 3400 psi at 28 days; aiaximum slumps 2" for wall panels. 14• c. Concrete Reinforcing ].) ASTM A-185 6x6°t110/10 welclti�cl. wire, 4 �. mesh, placed in center of all j floor slabs. �, 1 1 `. 2) All other• concrete reinforcing t " ASTM Grade 40 deformed bars un- - less noted otherwise on plans. r• ..-IL He-IC7i-4'T 1 sg. . Structural Stee.1 � P .� /' f � At a. All structural steel to be ASTM A-36. 7 f Y b. ALL WELDS 110 BE PER AWS STANDARDS. USE /4" FILLET WELDS UNLESS NOTED. C. All b:alts to .be ASTM A-306. ! „ � � � ♦ � 10• Lumber Grades 1 a. . All woad in permanent contact with con=,ete to bo pressure treated. E , • — _� '� b. Sub-purlins : DF #1 fb = 1750 psi L.•7• i1 :1 ° `� _ c. Purl iris IAF #1 d. Gl:u.=lami.nmtedbeams s.}� • 1) fb = 24.00 psi , fcl 450 psi, fv � Q_ 3.65 psi r 1\\ 2) Doug1P.Q Fir or Douglas Fir and , Hama ir .c:omb:i_ned (Hemfiw in inner zrm'e on'.y) , TOP TFNRIt:u LAMI-- ! 1 i ` i• t- N121=4S rOR ALL 6 3/4 x 33" OWL- 3/ Extei ivz glue �, •' _ f `(I , -- e. -Plywood Roof $heathir_g � + -� i i - --� 1 ' f ► � I) S/V atan4ard aFk?A 3?/16 , with e,xter:.or glue. Plywood Roof Sheathinq Nailir_g: ' 1 r 8ci` li3ile at 6" o/t: over all panel edges and 12" u/0, at allinterior i 1 -• 1 I , supr~orts. I r � ? � 11. Xechanic4l ,by separate pormit. 12. Pl.umi>ing by separate peliisi t. F 13. Electrical bl separates permit. 4 f�• -z •� t ter, � x ;� f, ,'�n� ,. a e (P DATE ti " eJCA.1L L-i # W By: /. 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SZ bZ EZ ZZ IG OZ 61 91 LI 91 SI bl EI ZI II 01 6 9 L S S b E 21 1►11 nEllnlllullluulllllll►IILIuIInllnnlnnlllnlnnllnllullln�IIIIIIIIIIl111111111111111IUlli!IIIIIItIIII!IIIIIIIIIIIIII(111111I111111111IIIII�t11lIIIIIIIIIIIIIIIIIIl11Ul!11111I111111111IIIII�It.III!ILl�tltlillll�lltivllllWl�lll11lll1llltlluulu►tlttuWtil�Itltlulntllu�inn MAY 18 .� 99a h Of A Cl) � a ✓ v 4i �,. .� `, z 00 o TYP p'p►lJC L I �'!�' 3"� ~✓a �z 12" l4� oHta .Z t,3 i �'jp IZ�o;G a w (;Z 11-6 ii F%L �" G'G 05 � �I� 12 *.l� I�.O E.=-� �.� : r 'L 13, � W 0 N Al 'm:��jb ALL °N C�c � • t3 , { �' ON I I? Lu � I '� , 22rz3 WO � a � 4. �'i�.-�N� n°'G�" �G`�''�►Ml,� _--1 .411 'vV;i.7 k. _j��I�J?i;, � � i ICL TGA " A?E j -� .... wO J ► z u W a _ - _ __ . __ _-�__--�� _ ..w- ._.__- w z cm J c2> �o>�Ir�"o. �. -t'YP� y-d �, 1e. �;;r.�� � � C J T tai v Y►-+ E.LX VAT I O I-J S�t-I i LA. L !� rT�� 'S11 , V411 W/ 1/411 �TL ►n .• r f �10 i6.r �T UG aa,, z I..c �a TYI' M �A .-?�.s, • �C9 !' G-,! , ls�:% �l ALL !x c.K. 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PROPERTNEQRINOYINCO►ORATE^ tQ OUCEO IN ANY MANNiN,OXCEPT /�� AND ARE NOT TO •E RE RO' T,I i„/ WITH THE WRITTEN PERMI♦ 310N Ur ME1. �>a art. �c� �GNY � � Printed_ HEcT - - - r . DEC (' �,.. MACKENZIE ENGINEERING INCORPORATEDwv �,,,,•�.J �r— :,, • �... ^ r w, I ( 1 I I 11 I I 1 I I 1 ISI ISI I I I I I I I 1 I I I I 1 I 1 I I� I ) I I I I I �' i • « ( I I l l l l l l l i l l I I I I I I I I 1 1 f ✓ � - ;'._ h III 111 I�.} I I I ( I � I ( I I ( I I I I I I I I I I I ( I f ` I I I I 111111 I III III III III III 1�1 III III III III I '1 III III III II'1 III III III III III III 1111) � � 1 ���-. NOTE; IF TN IS MICROFILMED 2 3 4 5 6 l 9 9 l'0 I I 1 2 DRAWINI; IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWfNG, I 0c 6Z 8? LZ 92 SZ VZ EZ ZZ IZ OZ 61 QI J1 91 SI bl EI ZI II 01 6 19-.--1 -IL 9 S b c I,IIIIIIIIIICIunlullllnlluuluUllnlIIIIIIIIIII1111111111111111111I1Nlllllll►11111111111111111i11i111111111111111!lilllllllLIIIIIJIIIIIIWII)t1111IId[114111111111I1111111u1111lJIIl!IlllIli llllllll,llllllllulWlAi1111w1UI11111111�ll�UuIW1�1u1111u�111LI1Jllllll l,lllllulllwln{1 i MAY 1. 8 1990 a t 0 Ir 0 II * I W 41)6 t� Is, 1 Puw. N6 LLIa: 60 0.*00 to Z LU `^ uj W) I I _ N O ~ w _ � a , 00 1 I it �� ',�I�,•' �'. `T"r 1 f ?I, Ae4A �� 1� '��.j `� ../I E ^6 j At i � ? 'S1'� `' � G�C.�L', .._- 2 x tI•�' h:14 .. �'�Q�,N Gj 1 6. 0. - - - 4. ��, �� err% 'h��.}Q.'�', ,. ► ..__ I 1 �tt`r d IS 4711 � t!o�r� Grp v�� !,�•?�,, _ _ � ..1 � f d L l g II G�NG . 5��� ''N/ �"�'o'' W;,�i. 1 � �Iu`.= �V t;1 C,!`•! J D i N1" ! � -----------I-------__ -_ 10i nw � ,, ,1 ., , •�Ca °� - •�Y ��Q.i ti\�."w.!�Z. i N i f } I �•-�( ;i a, - I t71. ;gyp,! !'`�d r V'" i DINE dl DRXWN BY: r i I I CHECKED BY: REVISIONS: 10'5 - WP .p "o �k , 17 .s, k4 .`- ���,+ •�� • �_�,, -y� rOii • I'NE9E DRAWING! ARE TME PR O r E R TY O I M A C K EN i I! -�' INE[RINO INCORPORJIT[D WEy ANO ARE NOT TO •E R[ R DUCED IN ANY MANNER,EIICEVT ,�_.� /111 ' ✓� r'ITM TME WRITTEN 'ERMI! [ION or Mtl. - -------------- - SHEET asI �,I SII cv t��""'' ©i�.�';"f';~' 11'Via,�,•�• �1 <,0,••, ►rt"f f✓rC� ! C "'"t ' 1 Y r_ s -t�► 1 1 w 3 I'•d'I ,� �►,. .'s t '.p IAACKEN?IE ENGINF RM NO' .� yid+ 1.I ' '� l ,.,.,,..• +:� ��+ 7. .J.�'aWQ�(*.=. � 5 a. ....»,.:.'.:. r_', �' :� .' `r.'' '.._.,..red....5k,c;....._.�..,R. n �` I -I I�I I I I I I I 1 I 1 I I I hI I I I I I I I I I I I 1 I I I I I I 1�I I I�1 III III III III I I. I•�I I I III III ��I I S I I(I 1 I I III III III III III III III III S I I I(I III III III III III I I """""• .�...Ai1�.�.. __,-+�w1-«;� . � :.,. ,. . �, �>trw.,t �-*..�+,.,......... ,_.. I" h . Y ..r- 1 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 ( 1 1) 1 I I I NOTE: IF THIS MICROFILMED �� ( 2 3 4 5 6 7 8 9 10 II 12 f DRAWING IS LESS CLEAR THAN `"_� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 6Z 87, LZ 92 SZ b2 EZ Z2 IZ JZ 61 81 it 91 SI bI EI ZI I I 01 6 '8..----11 �1 '�-"'�.�•"'�-"-�-"�I9-�-" fS--•.�--'' b FII----�Z 1"•1,"" 1111IInllnll�uulnu�Inllnn�lullunllll111111I111111111I1111I1111IIN111UlIIIIIIIIII�II11IIlIlIIIU�IIIIIIIII�II�IIIIIlIIILII)IIIIIIIIIIIllIIItIIIlllllll!IIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIII>JIUII'lllllltluWlWliwiW11111llIl1lluullllUllWlllllWlIIUIIIIIIIIIUIIIWIIIH 1 I IVIA Y 1 � . _� X990 �ttttttttt� I r , 7,e w cca �9 o cld • �`'►i°''��'►41t p! '�"t=' 'L�.t�1 A; ... ���1''�� .� �,y '� ►, u I I 1, Iof ui Lu cr NO a PAv'1 NCa �' ,/"~_ :a'Is �� Ol l �►I V3 w / �• - _ ... ..._-•--r'- ..--�... _._... .,0�/ Ile 00" rr` 40 1 i t • r . �', Y• ,i.. � i e1 _ _ yam, lyr.4'z+ ., tL .. _ _ (' : . . . � .�` f]j/1 1 - � ` f�F�'rJ`�_�►7 P.�L � I4: I (''_- � ��`�t�'i N Y r� �` . u 9kE61F1 �u O! DATE DMI,AViIA! 8Y PUP I Qf . , - 'f < ' � y }` •} e` '� �, 11 ! ' .,* ,u , ' ��.�� . . �+ ' '�/ � � • � I .a+1iRI�rO 111f"tT"Ulu'TQ 1f .„ r .,+.a.» .y-: r»•�. +.IS.4i+�-...•......�r.w- n 1 F" ,,� t \ + J. � ...^,�..�.�.,....� ._„Y' .-�++ •-•r -tr•� - �+•-- �....•.r—.. w+,e.,--- l( �r' P-CM ,�, tog !29'9 ./•fit( ,.�'}•��+��ry - • i a • ` ` w i ' '! , • r + a • • ���• r\y ` •'1 _r,{)•.,,,,r,t,v..,,,. w+►r..r.r•+t�m !. '' „ . 4 40, IL 1. + �. �}� ,• + e_ ,_.._.�...r. ..,4�,bL„ryiyr.....r:�.•„r...t.,..«.......�........-._�.•�� - f.-..� ,Y' _ �Trr .._.. __._ --«.+,_�._ � _. -- -- 7 1 , ..• ,.rw..►rA• w �"• +.,+� .�+q a .. ,. ,. ,.1: ,..�r _.. . . .. .._ .... _1 ', ,,.t ,!►• y j E E ,•5r �.�.,� i � r .Y �Me � l ~ �+ I`l � t •ate, � /�. r s�__� �+ r ,i. I -w& . . ,,.._;. .. ...�4- ., ',}..,_� .. �r.S'M!:, ''111 I 1.L1•�1 I 1I.I'0I:.'INXIM1IIP1'MII�1I:II11I NIM1.�1Y!1'I I�_"I�I.I,/I.12A�tRIiI:I.If�IrIIRI'RI3'�II'+ISt�I I1,II I I'!5I:.I.I�II_I IW�Y y,IR,�I,,.I�1'I 1J1?d1 PI}YIwIatI_srI,_"MI+_I-I+i'I`..VI_It_,I�1I1,1lW1rR1 5k�r1M1M.�1 dI tIiIMI'rIte'IIbIMfI'�I III 6I III I ItiII,I,r MII'rIv I UIrr'I•I 7,rI e1.91 1.17;1- 11•I«II•MIMI'Ia aI.IMI 8I::IINkIrI-:I�III I I•.II I I,i I,I I III I 111 I 1v 11 I III I•�„1r"I 1O1:1wa1y.1V1►11 . ;1 I III I III I III.I. 111 .�Y 1i (I' +,�t.. _ +� , C KX#V��-r,w�i#y r� .� NOTE: IF THIS MICROFILMED 10r _ "",'��•y�"q'i�lq�', `'r"' "' I ... r I I 12 M DRAWING 1S LESS CLEAR THAN -- -- - ----�� THIS NOTICE, IT IS DUE TO ME QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z Lz 97, S2 I>Z C2 ZZ IZ OZ 61 91 LI 91 SI bl EI 21 II 01 6 I9.. 1 L 9 S b 6 2 I ��•r�■ tllllnull111lunIuNlllulunlnulullllnllll"IIIIIIIIIIIIIIIIIIIIIIIIUInIIINIIIIIIIIInIIIIIIIIIIlII111IIIIlI11�1IlUIIIIIIIuI!11111{IIIIII111IIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIII11111(lAtl�llllllll11IJ1111�UIIII111IIIllIIIIlII111IIIIlI1111IIIIlIIIIIIIIIIIIIIIIlll1 ' MAY 18 1990 A Y y All41 r L ryLU W UJ Q 1. This Contractor shall verify and cmfirm a1j, , � O dimeAs ons and conditic)�s X*XM or ipolied Z on the drawings and VpeG�ifil� &bjons as well. I-P � .the, phyaical conditions of the site. Z � t I Notify Bngineer of any discrtQaz�:;i ,s prior W A f j -i ' to start of work. � d -N 2. Occupancy: F-2. All occupancies by snap- p T _ -1 r -j - �- - "'--) ,. - - t - ..� I_ t..,....) -- - 1 -, a r ate permits. a TA - � '� � _ __ � .._..�.___ ___._ _ _ . _ . ..�- t t� �- (� 4. Construction Type: VA. NoS. Allowable ar�sa: 12,000 s ft'.. wit1 one t ahour area separation will. � � CL -01 I1, 1 ° � .-� ��' Y 6. Assumed soil bear.i.ng pre4sure: 2000 psf. � ��/ «... O 11 . . •1.. I �_�__ �� �� 4C . 7. All footings to bear .or_ firm, natural, un-� (' I .� � disturbed s:oi1.IF ! i � U Q f �j 4 r v� 8, Concrete L '`°I J.F,�" i r w-•- - � I -__ _— ij - (j Q Ll i� 1D C1 At r i iy y,�, a ,� 4� a• V c - 2500 psi at 28 days; maximum N �p 1'75d p61 �I -� j �. ! y. T I , I I ,�' �� t f. r�� slump, 4" for all footings and floors. - vG�'C hLM __ ___ .''! .4 4 b. f' '= 3000 psi. at 28 days, maximumob O ii �9 �� Oj Clump, 2" for wall panel' s. 1� 5;M?.. I I i x �4 r ��,�, c. Coir:rete �inforcing -- _— MANN 1" 1) ASTA, A-185 6x6x10/1.0 welded wire 1 I .L mesh, placed in renter of all ,�_-_ GRa•, t !� �., � � �.lU MA?SIAL, floor slabs. J2) All other concrete re'-nforcing -1 1 1 ,� „��) fi �j� ASTM Grade 4n deformed bars un- - 4u _. ► ®� + 1 less noted otherwise ox, dans . O ,-� I`-.- -1 J 9. Structural Steel f 4 L a. All structural steel to bet iSTM A-36. ALL WELDS TO BE PER AWS STAIADARDS. +�fl �+ USE 1/4 FILLET WEI DS UNLESS NOTED. / \Q \\� `'Ul i f ~ �} I C. All bolts to be ASTh A-30G. \,- f f"► l I 10. Lumber Grades ry a. All wood in permanent contact. with 1 , WALL r concrete to be r 1 b. Sub-purlins : DFr#ssfbP=t1750epsi I e4 x i fP 1 Y ANj d I c. Purlins : DF # 1 � I�.; r I ! d. Glu-laminated beams �{ 1) fb = 2400 psi , fc Q+ � ';; fll C1 iD Cl Ca fS I! r 1 s 4SU psi , f� 163 psi. 2jDouHemgir8Fir or eorubinedDoHemf�tFir and in inner � 1 1 J) • ' I Zone only) . TOP TEiJSIQN LAMI- -� 4�G I Z -- _- I---- + --+ �_- - .. ,--� t _ T- _ r NATIONS FOR ALL 6 3/4 x 33" 4- .Vie. .$---- _ ._ - - - ------- G.L. BMS -4 4 I e. Pi oodeRoof glue 0 0 ,'.4'�1=fes 1 - '��' ,,�� '' 1� 5/8 stendard DFPA 32/16, with s��JCi� F'o(z c(2) �'I it its � \�� � ' exterio:: glue. �. T UG•4- %L42 .� C.7 �=� r ��'� r- - , \ 't . Plywood Roof Sht,athin Nailing: At � 5'TQ i2,�R p�,-( Z ,. � rr yw g g _._.. P� ��p 'off 5fi�5 ,� � �,;J� 1) 8d nails at 6" U/c over all panelr 11`4 l !1 7pN e ,� 'fes R �� edges and 12" 0/c at all interiorSea AILL. ,Q 4, tir✓ supports. A il. Mechanical by separate permit. .' r f/F1 J�If� �iLj r�, v�M r✓ •-s.1 v F �,�� rJ L, ySi 12. Plumbing by separate permit. 11- N/If '��►� !;:a� E D., '�P♦Y YJ r t•- •-------------- ----------- �,.w 13. Electrical by separate permit. PA e I= .� A �© �:�p,•.;* MDQ �iGr�" ,rJ ,�ti( �%It. '•o I „ ?,,.►n!T V r1 L» 4�'NLh, ,max' n.. P *. , �. u_ +'P,+`' �t tom.!a�' - �d �• �' o ---- P� G . W• I ,P, A� :� C�U < __ _ `el L L-�i l3�.1 � •�I�(NC% =<:. 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INELRINO INCORPORA7[D 4�.IEQ ♦ _-.•----.-.__..._..--.._-_--- _._-_..-__.._ • • s • ♦ • • r •' W AND ARE NOT TO EB RE1•RO•' �• DUCED IN ANY MANN[R.IKXCErT _ rte. ___. _ - + _+ \` WITh, TW[ MIRITTIiN ►lRMi3• T I;,y �{►�_ I \ 940N 4I MEI. of l f�1., 007 ,,. r I I A Pi`' M' C y� h�T --- _ —_ �P ,h.A� a ori +- . .-� � � � _SN�ET �� s I ,fQa ' � printed _._.. _-----------.__ DEC G �C'+ `-•-_ •�.%4,11 � i .. � ' �-- MACKENZIE ENGINEERING {'VCORPORATED ------ - OF .. •i1��i�n1�- .. .-•-.,� �._...T.._•�' '.�1a.,:.."wIL':�-ro•..uu;,4wie:.`.lC:i►:w,'�t.-r7.�.�lt+i.s�.:..a ,,#►�..;m9}b:�i,Jr+i„!M :.,.,. y .. lull►Iilil•tt;Iilililll111�ilililillliltlilllilililllilill�IIIIlIiI11�l�I�I�I����IIIIII�II��I I�I���I�I�I�III�IIIII�III�I�I�I���I�I�I�I�I�I11111111111l111Jill ililililililililililllil�►iii ..r '�JTE: IF THIS MICROFILMED I .raj 4 6 6 7 8 9 10 11 12 M DRAWING IS LESS CLEAR THAN __ - --■► THIS NOTICE, IT IS DUE TO THE QUALITY OF THF ORIGINAL DRAW I IvG. _ OE 62 82 L2 92 SZ 02 E2' Z2 IZ 02 61 81 LI 91 SI bl EI 21 II of 6 I9-. .' 1 9 s b eL. z I�• � Iminulnn�unlnnluuluulu111unIu1111I111111111111I1111III11Ill',11I1111�1114111111111111111 JUI11III IIIIIIIA1111IIIUI1111IIUIIUIII)1111111111114111111111IIIIlII111I111<)INIIIIIIIIIIIIIIIlI1�11I1111�111111L�IIluL111111�Ulljl!)lI1WlII11I)llllilllllllllUllI1111III11I1WI1111 MAY 18 1990 .. „ Xti •.n. .. . �. fir• . � p.�, p.,�. • ZX W W • rG� (7�, �14 J' !Ncl U W 90 f5U1LT- U /G;A,I E CV&fL r5 :7r-VA, Z c� /. IT P' 'i, i TE.J =��} 'a '2" e, >" G x r � r G I' / � .. � Lu C�'V�'� YON)^ NJ��'AN�V �G�✓h 4. al.l.. 0�WIV, 0517, Ste. I!� W AKT �:.�J; � � '�ti� A �• � tJrJ �.�Ah1�►: r'�oX i Ir , -rr- Nr .,w 'i©, JP* dsKAM .11. W (� o �pllLT t� p: ;� L �t�t2Z 1 a h �oP1_. �,�.� �; ��:r.�•N 1 �, ate; � r --� � .."'._....''�.' _ � ¢ t _ - f (j a SM wj 31 - _ I:i F L,12- , ...�...._. 14 x,lo' *► !'�R�,!� �/ 51 M Irl T- C'- _ ' r-- -t T� T• _r. _ '"1 T..... ...T t�. - , �.r..-....T. t--__ I_...---- -r--...,.. . -- -y-�--r I "�'•�I�•.� � _a W�I. / 1 ' I ,, " r �Ugpu (12") 9�� 1ooaP. a -T� ' I ii \•' ) `"' ✓' ' V I'\r Lofit . wl\ ----- I'!ZG fir':✓C- ���D �iOC��i !J� OV�IZ �r�'� , t--- UP 1 , w%L L.Ppa N� + S 4--- T Top Z �• 1, E, 47 I�I c r.! °: < — W ltr EWA Iv+J 13111-11;I-A;:.'. �✓ APV �� (`_ (:qYr, r✓r 1 r �,I /` rte,{ ' ' y 1i. maw-i.- N A; +4 A.N ce it�:✓ ¢ 1' L�'' �� 73 ■■■aaa�■■■ � ( -` z lir- 1 11 N II <e ; �_.,� I S� 'kit rApfFff _ ftII-T UP d\/e-fz- _ � � I i •4'''�'YP. I ''may - `>" '•'cave Jv, ►�T� , � ���._ .,. i 05) -- ---- 46 � "'. . i TOP OATS 14 �--'� ! , mown .A, .. IL �.- DAVE 33 G i., �a' ��- I DRAWN BY: CHECKED BY: ' .� � � - - �° �6s c Pr'`plr��.,l ;►,, " w:2' �� �'�1 , '\� XD __ �' x�II P T, °..a. : v�,! ?'w p��., _- i�c�u► _ ` j _�_ .�T iJ �+PE G�1... , _ ,�� �1• J7 IJ 'z, 'a 0:'-CV REVISIOWS: l ( L 7-7 {�JU'I' G�1v�;G/� ���i.A.�j W lv w Lo �^�W✓j ' xV,J I� .� ` i ., r;' _ IY t�I'` (/vl ✓� I 1 I� ISO --- ._._._..__._....._....�...._......,r _.. ._.... f ' \ / fHEIE URAWINO! ARM THE PROPERTY OF uACKENZI[ N .► ;.j�.t�l�) INEERIN4 INCORPORATED 110120 ANC ARE NOT TO ME NE R /� /� �`�, //� I r � •� I DUCEf) IN ANY MANNMR- pg*MlT A 1N,ON THE WRITTEN P[RMI� LION OF M[I. SH ET Printed MACKENZIE ENGINEERING INCORPORA(ED OF Jo NO, -- - -' ,,�I�. -,_ ' � 1 I I ► � 1 � 1 I 1 I � I 11 � I •I 1 I I I 1 I I I 1 ..��.. ,. . ��.. _ ,w��-� ., I �''�F .'�--_� -- ' .. _ �.«..�,�,.r.�. •- I I I ( I �I I l l l i n� I I I I I ( I I I I I I I I111I111�111I1111111I�II��illli1I1111�1'I�I�I�III�111111I1111111I111I�IIIIIiIiI,IIIIIIIIIIIIIIIIIIIIIiIII>flililllllllililil,Iilrl�ltlli� '� - NOTE: I F THIS MICROFILMED �. �_.......__2 `j 4 5 S 7 8 9 IItJ I I 12 DRAWING IS LESS CLEAN THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. OE 62 9? LZ 92 SZ VZ EZ ZZ IZ 02 61 BI LI 41 sl t"I EI ZI II 01 s Ia......••'' cI I9-.`'�'' Is.---I b E z ISI 0►IIIIIIIIIuIiuullul�unl�lullulllle�InuIIIIlI111iIIIIlIll1111111lINII1I.IIIIIIILIIIIiIIIIIIIIlI lllLllllIII11III�1I1111I1111IIIIJIIiIIIIIIlI11IIIlllllWllHllllttlll111IIIllIIIIiIIIIIIIIIIIIIIIIIII>JIl11IIIll�IIWlIW1lI111J11,lWlWwllU1111111111II�I1li111IW IIllIIIIIIIIIIJIIIW IIIA 1 MAY 18 1990 eJ; 2.4!'P y r y L Lu !o 'i ���1 :'a-f' Ga�r�i� o:'''� '�' WA. O \\ �Q XNW, mum W< �rte„ ' ,,?'2'� }- !�� X !i I/2d �.�. __.______---___ _.._.__. ._ � � ac C-4 JJ i . I I°' _}7; �a.�.:. h��� ?� . I rrl• l • � • cc rawfr- • N 0 z clJE* CL+�a A z 0 o 49 CCdi``� r X 1 3 / �I, ir I �'' ✓" 1/^�'1 -ry' V7 " I I/ f ; ►, _ tv ,6 .� C9,i. 1 ' G,t, ON�:;2' is 6,Lt . PI�4 4,4 !� ;mss >~ !c ' •• ! =(o` ~✓.h. •,�-. P }''►—`° �� ' !.- : �:�. -t GC %A h'1 10 W P�;. I. ."�;•1 2 ?u!2 ..I I�.; '4 N,h'� Ci D , C��e '; �..- G 0 ss. N Wa.L - JFK i I rO t7oU7r Y INL-Vo .7 4''` 3 I H lop ef% ..r, �►J:*Y� � V k4P Ou Vel l + W' (� !a' v J 1,a . - to C� � I Isrl, L CoN rev � P1 . FK�.� eA M 1 W(A G ,W AI2 � - ' '1� W I A WMA �`A Ldp hl µ PWI } 12'tiUtJ I -- - —4. is Ott rl 11 I, -•1 `.. .. ,� a,� Ji�tt •�I�1[ `r. JA�;!x ;j' 11 �1� I/,,l'�. r.�, ;Ik�r'•i��r�� Al eo W�4- I Tt w;' 16 W, 2f W>;VJ —' —. ..�_ _ ._�, _.11R__.�---.�...._ �,,..�►. ..�. -- __..- -- app; i° °..�'.�'It�N • i'(d �'' 4`'' DATE L...,� ...i !.�...�..•�,..._ .,i. t;U♦- ` ,. �� ,,��. �..� �. ��" 3'Gl►�`T`(!' ,, „ DRAWN--BY . 2. --G,', �►�a ���? CHECKED BY: tYr G.A11.1'f' t;. 'p ; � ��R Z. ri ' lr�' v. 3 ) '' I I 11 �. , I REVISIONS: MX71-N t7 W, W M Its. x �► –to D �. � . 5 L.�Vca� 4.f,�1»C� 5TU1'J'`� I } / ► ?7 ' ; TI•.a ICU, .1C.1 LJT - _..__._._ _ - __-- _. ._. - — -- - ri �"r`�l. I .., �• !___._.� k 1 � X (o I,,,X11 — f IN 6�1,L , . `, �.► 1~ , 1�. 5,�'►'7 �" --+-- � �� •, » / ''r�,�11 _ x .- - I N _ I TN@SF_ DRAWINGS ARE THE • �. "• MROI�ERTT OF MACK[NZIE NG- ~r � ''•� ��, A �� .�._- C/ I INF-•ERING INCOR►OR T[D q�r1[Q '1 +�� ��++' �'�'�^� — , J n� � AND ARq NOT TO llt R[PRCF _4? DUCEO IN NOT MANNE1,QXC!►T -- - -7�--- -- -' WITH THE WRITTEN 1-11=9- SION OF MEI. { 4, - SST Printed f� C� DEC t\tC !2.i�' w'PSL L4; +r.ir� .r,�.r..........,. _. - .. ••-.— VMS_ Yz:M*y:r..r7e.w�--•fir.-a.-__--'*•eM-• -.r ':a::s•rst*R-zf#Pr�l.s n�,.�.---e�+••1s-v.f•r�vr i '•-D ' / MACKENZIE ENGINEERING ___ -- --- -_ _ _oF_ +_ _ INCORPORATED JOB NO: . 12 ii;.•I t till I, llIm lif11111ill '`rlrll`IIIIIIIIIII�IIIII(I�II���IIIIII111111IIII11ff111IIIl111I111I1I1I1111111,111Jill`III��II�IIr�11rI�t1��11111111till 1111111111) NOTE: IF THIS MICROFILMED I Z 3 4 5 6 7 9 _ 9 10 11 12 DRAWING IS LESS CLEAR THAN y THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL It DRAWING. -- - --- _- - - _... --- - - ------- — - _ - OE 62 92 12 92 S2 02 E2 22 IZ 02 61 91 11 91 SI IFI E 11 01 6 9 1I- 9 SI�-•-'-.--bl EI-- Z 1"•"" I�uluul1u11u1IIIu11„,►Iuullul��uluuluuluuluuluuluulru►Irulllulltulllulllutlultluuluuln�allullrlullrullulluu!►�tlttlui+lnuhminulnullu�InullulllulllllJlUllluilllu�u9lultWl�lltllullWlWllull�llullltllUul,ntllulllullnl, MAY 18 11990 co 4r �. �7q JN T �`; X07 r ` `'4�•t� T U j uJ FLY- 1,bTLI N C� A, /J 4 I �^ Jy. +I JV* Lu W CL Iii z t A11 I' . oor ".,.} / 771 4- i,- pc; ,- y y i -�o' X Tit 4. ,NkA �:'r ; Y '.k' f`� ,,� a�I'T�f• l�(g T" li!` f U► "A Y • P.A'V11.1 4. , I � .. �•�.__—__.►�-.� ._ +_ V —� ♦ .. - .. ]• I �� �' .WYE -��-_.. .�, _ .,.. __ -_.. C1 ✓�- �_. - - .-�----._. - �I_�._ ... •_.._.._ „' ,. / � ••'./ ,fix. .� � p. ,n - vPu to 9!;L Etta :1 A4ASSID q) f TORIV DATE co Jj , u J , • �-..�� 11 �v VI:WMR iii' DOCUM �``, r _ . �+ � --� ' - _• � . cit � � �,,, EV ___• ., ab E- ` • 1 — 1 _ v mot YNtii �qR� 7441 .� y, :� �►?+' Y? y9A,i ; ` p x;. r $h J� TH ° 14 I t it+w.rPcl.uaw-• /� '+ ��r+ \r[ •3( 1!1 R. • ''• � ., r � , 5 V • ' � �. �l i�'mow I�1 `.�w '"�� I�•" • ,i`1 Y �i , , ] ,N _ u ..� • • Arlr• q • ► -.M1r c A- , .�.+t -..�Lnt W d 1 a�.r-,,.,.�;,,,_ _-- ,..__..�..._ _._ ..._......r._.._ +�..�+r....» - . � ../ L F. �`..�..�....r._�._.-•�.--i.-_.--__-.•.�__-_...__.- - �...�...�... � it SEP 2 L077 AVe. _ _ MACKFNZIE ENGINEEMW 11 INCOR PORATO 1 r'- ,, y <, y• lId '.f .+l 4 ..I Ya,� , .ori.• 1. '� •, y � ,.,* �,r( f 4rt.. �+ �� r + •; .,a n ' �• ,,t ; � ,w.. .. �•� •. . 4x «w . -••w .,� .w. .w.,r,+,-...a.. - , , ,I A, I. , ',yy4.t.�iPh. '+�,4 M !1'.c - �.ilir a" . ..di4 J• C ,. 'i; I. �� V ._rr....�-...- �� _.__. 1 , _ K -.., ,�s•. _ , rMY.. .� .w11�4... M ..'il.•e..+,e. ' e, d•:•+� 1 . Ir '111111/IIIII,tllllllllllll�yIIIIIIIIIIIIIIII�IIIIIIlI111III1I111IIIlIIIIIIIlI111rIIlIIIlI1111111I111I111I111I111II11IIIIIIIIIIIIIIII�IIIIIIIIIIlIII1111111111111I'�11IIIIIIIIIIIIIIIIIIIIIillllll � �, f � NOTE: IF THIS MICROFILMED ( 9 10 I I 12 DRAWJN(i IS LESS CLEAR THAN THIS NOTICE, IT ;S DUE -0 THE QUALITY OF THE ORIGINAL DRAW I NG. —------ -- OE 62 132 LZ 9? SZ bZ EZ ZZ IZ OZ 61 QI LI 91 ,I bl EI ZI II 01 6 9 L 9 S b E Z I "."- 1111nn1LlululllunlllIll 111111 unlllllllllllllll�IIIIIIIII�IIIII!IIIIIll Ill I1111111Ill IIIIIIIIIll IIIIIIIIIIIIII,II111111111IIIll IIIIIll Ill IIIIII111111IIll Ill Illild1111II11111111111011111 MAY 18 1990 di _ 2ko 2/t — --- - - - ------- - —_ 19m1 Dom_ -- --- --a----{- --�- I _ .. ? cn di� I p, a►�' -- <�EN W� L ".10'L . ---- _ - — CC oc �Yti° G.p lµj, APA ; hYv, p�N'G I . F`fp h W W _ I ,ry feo I a.. The Contractor shall verify and confirm all W � Uj O o Pl.YwO .nib �2 'I� c ! A� \{Q'1 ^ dimensions and oonditicam. ahgwn or implied Z Q a� W w. bl.u� I i P` I p'�j Vi' p� I on the drawings and saociticutoss as well Q Z as the physical cort"40Gno of the site. e7 Y ea * 4) I �Y ! Notify Engineer of any discrepancies prior Z Wto ftaXt a 2. Occupancy:f F 2x, All. occupancies by sap- W (� 0. c t --} _ _ t -� - - __ I- - t- -I - __ '- &rata permits. ZUJ M n 1 -1 } -- - }. ,. t y -t ---- - -- � 3. This permit for building shell only.tI N O . �I,(p • 4.. Construction Type i. VN, J • - I _ a`f` 5, Allowable area: 12,000. sq, ft. , with one (z) Z U p a D I / •� , , .a _ ASV ^ hour area separation w*11• ,• } (`y) ng pressures .2000 psf, Y Z ANAN O .9 -9 4 �9 -� i rio" v 6 Assumed soil baari LU �, Y I �� Q•' All footings to bear on firm; natural, un- ♦ � d N 1 V Le .t diaturbed soil. V Ll ; 2" " D. , I C * �' h B. Concrete e' x4 F t _� . _ // o LC CY I al 0 (j N t k o a. f' C• PIP IlIL_i I a / > r I �p�h,e 14 �i .lump, 2500 rlall £o tinge andfloors.Dors. :C W - 309C psi at 28 days; maximum f g. / _ 5` COhIG, FLG17r. hLAES ' '� ': t IC bJp PU¢. t4g a _1Dt Q�� b. f o . p y AN 12'•o"ac� W elMa- �.. Y✓. l°N !o `N „<T >` W1,4 vJ,W,M, I 1 3 'd *j 41 Clump, 2" for wall panels. /ll C. Conrra;:. Reinforcing - 1- 01 ON �" PIK C DRAIIJIIJG U �- �`"� 1) ASTM A-185 6x6x10/10 welded wire -- ;A 5oN f24 (1YP . 11- P a GKAII MATR'ICIA k - 1 a'e mash, placed in center of all I floor slabs.. x IT 2) All other poneret4 reinforcing y! {I-,; -I T- -� ASTM Grade 40 deformed bars un- Q"xI(o° O,F, sl J / 4-J *o,� ,yo -�� {� - a .� r I less noted otherwise on plans• ` =0 . V `N �-� -! L- -I ( + 9• Structural Steel Nf�l"IW25, =0 ` yp�+}" ' e. All structural steel to be ASTM A-36• I - W� 71MrlpN $ITP> O�Q \Q `<e ���' ALL WELDS TO BE PER AWS STANDARDS. • o { /` 1 USE 1/4" FILLET WELDS UNLESS NOTED. jy 44 (TYP ) $k \0 N, + 1 J ' - c. All bolts to be ASTM A-306. f " jo „��, I [ : . C �x0 10. Lumber Grades 'ti 4. h �: OJ ^ �� fi a. All wood in permanent contact with h �b ASL I concrete to be pressure treated. Z1 -- -- U ,,l �o �<• A b. Sub-purlins: OF 31 fb a 1750 psi c. Purlins: OF M1 4 d. Glu-laminated beams A. �`. d. o p , O U. O O y ' CS D (� 1) fb 2400 psi, fci . 450 psi, cv 166 5 psi. ' flW II 1p�1 3 2) Douglas cFir ior Douglas Fir and n �+7 I zone only) tNemfir in inner - ra / iii y) . TOP TEiiS IJN LAMI- c - ' t 1- 'I"- �- r NATIONS FOR ALL 6 3/4 x 33" ,� / i- —___ --_ .} _.-_-___ yy - - t--•� ----.-. - —_ G.L. BELS. 1_2 ,L //••�}aa 3) Exterior glue z - - - O I 0 � I Q C21 °+ID° !, J 1 , •\ e. 1)Plywood 8 'Rstanof dardtuaen 32/16, alto 18 v < 10•o PPNEe�L TF�UG ,L- L ,�Qb DrL "� ,, . '. exterior glue. •� STOREFRONT .` �� v, Flywood Roof S'feathing Nailing. _ Q -P 1) ed nails at 6" 0/c over all panel _ 4 17•/IN ODV ?y edges and 12" 0/c at all interior E �. LEVA?ION ,0 - 4• 52pL-�:Laj/'o�G�opaNyN'Pr�GA5e.7�4'"-L,Ep xG;via'2`°b�"k�DS4AJ�RO5UNDo µCTIE-�: �AuLTL B , F i. „ P I. N , � 'G• supporta. WAIL ELS � 11. Mechanical by separate permit. b 5y V 1 12. Plumbing by separate permit.EAWP'T W/ 13. Electrical by separate permit.MO! sIGA,110WSINAI 71 -67- 1. PP.RMI' �YI/I•+✓ !sAG% OrF ISI•L optNlCoS. � ' '_. Z � d c5 APPLY 4E,gLAN4 CO- 0." 1 yv IJdTC UhG 5MO',TH *!o hND t:EWLK ���t-b �A1zS G12 GItIIJb _ _._-_ ILI 5MOOTH ALF. GGPLoiZMATIONn — — 4sorlT uOp� @ ul h1D PANe.L `—XsES \ti�tiOYII/q/f���' A•5 PJ 6 �i�- ` _ _ x 12" !r P-(o ' °/�WEs� ✓Re ow gAlzS pl�lolz � ' ��E� e11.IG y r • �\ i !►'y HG+OK•EtJ �l(Z � !2° �� - !o. xp` s v UEErrW WELD ek!4 !AG \9 ACJ hfoWN ' 'a. 701 �J.0 i1 01'o jYP, ; - �� XgAIPM )F' � _ �►/o > �' WEED E3AG DATE j DE's w GCu ,. b"� F1��GT wELD DRAWN sY: _ 'C tA. # 4 TkuSSo baR t,JK Tl!% — — CHECKED Y3 REVISIONS: , 10; ag CpJ�{0 -. iYP, I PANEL ABvJc IB'-4", 100" OP�Nd • APP;-Y SGa,.AI.IT,c G�ULr4 �j?rG,'. �4uALLY I \ — / ' r r°i pAN6L AeiovG .a . 1o'-�II� See DE'Ai I/2 4/y – — �� °JGE Dt',AIL I�26�'2aoIC O?E" V� i 'OCGONN , /� _- ro�\ � - may•. yI I / �F1r , .2 0�; �oe.,'L. 1` P 0P6NT 01'Y1C Nt THI NE,[ NM1 A • • _ = —4 NE["INO INcoNPOUTWO {�1 p -- `Y • • E' . , D ANON NOT TO OR NEP"6 (� I� OO<EO IN ANT Y.NN[N,UICEPT /`" GIR ' J I •.2GI•� • N TME YNII TEN PE"41} a1M• 2 ;YP GAL 04IZ � !P. DON, ar�i. 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USE ONE I (-,• P H f_- 011 TTER ON FAC-1-0 H F11A 13 U-6C TW IG PH l:fillITER ON F_Al:H 7'RCE- 0AN TPAC T&P Tb Vk rF R *Vl,'E LCA( A7'n",h1 OF i I---oli TTI-P_s I --- I CONNECT ID IWA7 RV DR)P MRS+E I y f CONNECT IOMPOLI DRIP I&E F6R Ent I TTI.Ps pvC 3uL Jw.4N 1_, Ir fv L CONNECT ; ■r �R_�.___ DATE_J ' Z � ' 13J Tenant Hod . Bldn . 14MACKENZIEENGINEERING INCORPORATED CHKD. MY Ub"Y_ DATES 0 . 0 . T ' P ' CONSULTING ENGINEERS 21d T Cjcre On ' JOB � SHEET NO GENEIRAL NOTES: 1 . For wall details see attached sheets A' 2 through A, + 2 . Verify and confirm all dimensions and conditions shown . Notify Engineer of any discrepancies prior to start of. wDrk . ,9 r 3 . This drawing for tenant modification only . 'Io structural work . 4 . All wood in contact with concrete to be nressure treated . 5 . Occupancy : General office and storage , ¢, ^2 (3� cr' P .01' t✓�• 6 . Toilet room to be mechanically ventilated t(� r)rovide ( 4 ) air' changes per hour with fan operating off of light switch . 7 . Mechanical ' By separate hermit . <. 8 . Plumbing and electrical by separate permit . * 9 . See '- MAY 30 1090 11 MACKENZIE ENGINEERING INCORPORATED 1 " '_ r e � _xa^+w�•.nr�.. .a.. - - z-..r_' - _ ►t� �. .. .maw_ .. ....' . . .�.+. � � _ .. � T- .. .-. � .o.— _. i.. �^ 1 � 111rI111 11III1111 � IIIlI111I111I111III1I111I1111111I111III1I111I111I111I111toIIIIJill 11III1I111IIIlIIIIIf) IIIIIIIIIIIIIIIIIIIIIIIIII1111111I1111111I � 1111III 1111111I1111111I1111111III11101 I NOTE : IF THIS MICROFILMED ►� I _ — 3 4 15 6 7 81 9 IG I 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL uRAwING. 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