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DESIGN : ati5IGN CODE: Uniform Building Code, 1976 dition. B. SiipY DitANING$ IV. Design live locos : The truss manufacturer sai>a1l submit designs, stress diagrams, {. ROOF: 25 PSF Basic with 75 PSF (4 Mechanical shop drawings and calculations bearing the, stamp of a regis- � � '��•" 4 FLC)C)It: 50 PSF with 20 !'SF partition & 2000# on 2 ' b" tared Structural Engineer, to the Architect for approval . t srauare area WIND (BASIC) : 20 PSF C. FABRICATION SEISMIC: Zone II The t-rumS •aeufseeturer• stiall supply all hardware and metal seats required and shell indicate bracing required � � � s+e•s Rivir!'Ic� e3 wqa i red trs be: Z•` U.,N� S, Maximum 150: 1 bearing prerieure of*000 PSF .- Footing supplied by the General Contractor. ao rievaticrr,�, As .1ndaica►ted un plans. `W d m Lower chords shall be cambered to provide for dead load de- � z C3 O_ NC TF: 3000 PSI 06 28 days compressi et�rength. Reinforcing flection, at gypsum board ceiling. 80ttom chord shall be Ca 3. W bars to he ASTM-615 Grade 40, Wire mesh to be ASTM-A185. 2 x 6 min, size. cc Use 6x6 10/10 (6x6W1 °4/W1 .4) welded wire fabric in CZ unless detailed otherwise. D. BRACING c Lap ruin.forc.i.ng bars (2 -0 min . ) , esxOepr as shown otherwise, son The building structure is deeigrl�rd to be stable when all �h SPACES �fJST 8E �1rDOR RSG Provide e�urner Mrs of ,same size asxf ep•►cing as hcrizc�ntal members and a�annec,•+tic�nn are installed as detailed. J�t33t�Ai�GE Off' B�III�INI� p � .� wall reinforcing. Shop Drawings for reinforcing shall be Adtrqudtes construction braving shall be provided by the } p} *� W submitted to the Arcieikert !"car his review prior to fabric's- Contractor until this condition in achieved, PI,.+~,li..:To irJ.PT, � DO tion. 9. FLOOR TRUSSES: ^!lam/.�•--• P U..,L•, l ` ' D" .�T. ��..._.. ,.:���.-•�•-..�..., D C G_..►,� �r Y _ co _ �IC�AR - ------- .-� . . .. 4. '� u.• .�'E�L: Structural send misarllaneouv steel plate, bar, � � ,-=.�,•,r, Trus Joist to supply framing sufficient to carry design ' �'�"' Y r O 81�.�-. .,.G ITT. loads with block in brill '��y �+ - - ____ ,,• t rolled shapes and tubing shall. cor�f��rm to ASTM A3E,. De- g, ging and bracing as nec•ssaaa•y. � pp� "�'� • r- jY-" r •. ._�,A; � [�C sign , fabrication and installation shall be in aocorda►nare Trus Joist to suPP1Y hangce & connection details with - --� . _ Z with AI 6C space and code of sta�claru " + allowable capacity for sus d PI-III W" ,6 . -by -- •-•=~ w.- • psa�ice.• !!�l t s3 shall !�• Y peszdrbe! rwe.�Isse n l u as l units and _-:_...- ���• � iedAKMfwelders. de ASTM A3t1'1. Welding shall be 60 b AWS cert i- �,, (��; rti �S ' �-- - - 11I':`' 'ZT �. "� � �;r•�r� ► � 4 y carr point loads. f ied we l de rsg. • . ,:••' 1•� .�•--•. �--- CI?'Y O'd 5 .s Plywood : C-D INT-APA with exteri,.)r glue, grade marked,. LAJC o labbof s 5/6" 3 2/16 )tl `���,• �• /�d�� �-M.�....."°.�,.....� � ry nc Roof rt60hm+n i•ca l & Floor: 3/4" 42/20 T&G � ��ti+✓� ,•, -�� ....---_____•_�..n COI W /. ' Framing lumber shall ' t•�'tltt !'esllowi,ne salyecies a►s'.�1 graders mss■ and be graded by WWPA or WCLB Agency rules. W 3/ LAI H �, USE S" o ECIE GR `.DE / �. V Sills an concrete F. "Construction" or "No, 1" zkt- (2 0 reasons treated; ._.. "" • . �.., _.. U. b.C, 2517 (0) 2x4 stud's, plates & blkc,. D,F, "Stanrla -d" "601-Fir "Const ruct ion" 2x6 studs, plsI & blkg. D.F. "No, 2" Hem-Fir "NO. 2" 2" joists & rafters H F "No 2" -. 4" beams & hcader.s9 D.F. "No. 2'' " Install joirst& with solid blkg, at all supports. .. .._. .. .whunzikir rd. RSs Mir3imum framing nailinq shall conform t:oTa a�` 25.P, UPC 1976, unless noted otherwise. All rails hogar ►ire �d� shall be common wire nails unless otherwise specified. J 1 5/8" Hoot Shcnath ing s 8d common 11 6" o/c boundaries & eheot ends. I 8d common 4 12 " o/c intermediate ALL SPACES MUST BE ENDORSED PRIOR supports. Utr' D`uILDIIrG PERMIT TO 3/4" blecha�crical 74 1 � Floor Sheathing, PLANNINGDEPT. 10d common cee 6" 0/c tavtetrd cries anti PU.BL', .,,..,� By sheet ends, - C :C)uIS Ly; _ Date " P�TILPII'>G L'LPi. Z:;' _ __ _ _,_Dte 10d common � .10 O/C intermediate - -- supports. TUAT;Ail'N 2?JR.4L 1;;� , . _ ___._ _ ._ �... Date' 1, 2" wall sheath : All blocked edges : FIRE D$P'1',. I.', -_..._...__._._.-. ___ -- --- . y_ �� V�70R,K. 2 P 3 .. Date'`—"` TT APPROVED Fpfl CONSTRUCTION ° 8d C4mmOh � 6" a/c all sheet edges. +�u�t''%wV;''D l�',:;; ""`�'0,•_•, r3l.�r �D L �-�f E11`Y OF TIGARD ! 8d common 12" o/c interrmediate atmds. CITi W' .i4Aiu) _ � �� ll ,28(p3 .- • Powh.>` dri+►cal►n nails of the fallowing gauge & lengt'.Z may be _ _ � PERMIT NVQ,• ..�_ SITE AppRES '���� SIJ/>r4Nt1 �e.4-5 , +used in lieu of the common n4I baofeally specified for the pEP x , 11 8 /rlbQ r• ��� ' sheathing: l0- 1./4 a 0 " " D1P5 E �. gY �i.�v _ TITLE �p ` 9 ( . 131 ) x 2-1/4 long far 10d common. � _ a J _._.__.....__...••.. _. AY _DATE 11 ga. (0. 1)_0) x 2-1/e" long for 8d common, T1TLL� A 2. Sills of woad stud walls shall be bolted to OOnCrete with w. . 1/2 " x 10" A.B' s. � 6 ' -0" o/c and within 12" of sill ends and corners unless detailed otherwise, •�. Joist hernc�ra and tether s►Ist-al acesss+oa;;ilare saxs referred toon Pi.ant; by particular type as ms�nufaactured by Simpson ;/ j' Y 4L;' (/tJY s ✓ Company, Sar, Leandro, California. 'L "r BR: G.C. Timber �.�s �e`3�_.._- r shall be Douglas Fir and shall � � •- r " - r,,� fes.--- � � conform to AITC li'7-76, waterproof Each - p glue, member shall ,�- • bear an A ,s ITEC identification i heat ion mark and be accose�sin ied by an '' AITC Certificate of rnlarut� , All b8amd •, I � CaPo d.C. ' shall be �4F. Ile, See specificrationa for Finish & Protection. Provide camber as indicated on Drawings. /�\`r + :s'-'rte,/% �' �' •\ - _ �`Via_.°Qa 4'.�* -. , _...-----�„ .-�-- `'"`i.a., ice 'a..M-� , �` t / \ A• �. .8 . fri n X ao_.L ��,RU [�hw 3.1 be ft s igned and manu,nctu#bd in aCtSosc-dance with "Design Specifica- tions for. 1 P t14d WoodTrusses" , ""- -- - "� -- Light Meta lata c,anneo Trusses" TPI-24publish as pu had by the Trusses Plate InAtitute and 1 lie designed for the fallowing minimum log, Top Chard 25 PSF snow load or 75 PSF anlnch load -�- 7 PSP' dead load, typical \ti t' '`� �!? �• �` .-. - �; f I r, +�~ fit 1 bottom Chord 10 PSF tyaipa 1 /�. `'�0 -.. r 1 =- - - �._.r, _�, ' - _ 42 PSF or 92 PSF C9 )�TeC Uplift (wind) 10 PSF, typical 'i � ►•4"��rrltiK�IP. South view of bld 1 AL n r'I�Iu�i,1 ,.IUI � t .� r �v U CASCADE ARCN,n�JRAL AND •.NOINE[RINO {UrPLI[s CO„ rORTLANb, OR[GON -� • w.:. l.;,g_ 9 ' w•r.... • .. 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OREGON ...« :.-.:.:. .. .:.,;,wKan.•o.au-Y.-t,.. .:k• » -•- o...�a.::-.. ,A1,A0-.::I ,appt�oagr'.,.an.;gs ell.. . . .• .a ,,• } i ' ' h 11�1t;► 11111 111{111 1 n�111 1111111 1111111 111�1�1 I{lll{I 111I1�1 111111 I�Ill�tll�l�f�l 111111 1�1It>jl I�Ill�t 111'I�II111I11f 1111111 1111111 111{ttl �f�lllll IIII111 1�1{I�II111{111 "�• NUTE: IF THIS MICROFILMED { 2 3 4 5 6 r -B 9 10 -t ! 12 I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL JRAWING. - - -- - - - - -- — - - _ - OE 62 92 1 92 SZ 1p2 EZ — 22 12 07 E I 91 L I 91 Sl 1,1 f; Z I I I 01 6 9 L 9 S to E 2 1*outgo I I �►nlnnlunllu�lnnlunlllnlu�l{u11Imlltltllnn�mtlttnlnllltudtulltlllllitlIII III 11111aUjBill III llH!IIiu1{+loll tllllnllllll)+tt1111t1111�1ttltllltt{1u1111u1u111tuilnitlitult,tl�lutlltuluti�wllllinllu�ltltllltl�llu�u111ullluulttuuu1111t11)1111trilttultl�, MAY 2 1 l000 41 7 Itip 40 ilk cgop) MCC Ln rA Olt ` k Ike' `� \ -f .• \ �/ �G O , o.. \ ,; \ Lp of cooVZJ � - co If oa *w\ , . a •�, �\.vim" �` 1 ���ll 'v '�J' Z �,. 1. .�l -9 © W C o 7 Is�) r \ �> �� "�•gyp`'' \, jv �/ V k ii G.7 p� > ii ,�,' 4a I�r � � �V ✓ ..---'"`.. /.�' ,d �,pr ,r,�^ •,rte h f � �� '►�. 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NOTE; I F TH IS M ICROF I LMEO F 2 3 4 5 6 7 6 91 10 11 12 ; DRAWING IS LESS CLEAR THAN — - - — -- --- -----..� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DF?A:lING. - - -- --------- --- OE 6Z BZ LZ 9Z SZ b7 EZ ZZ IZ OZ 61 91 LI 91 SI bl c ("I II 01 6 ® L 9 S b E Z *NA tow ru�Inlinulllnllulllnllnllllulllnl�uullllll111111111IIlulllll�rlJrIIIJIIII II III IIIIIIIIIII�UI111IIIli IIIisIIIIIIIII(IIII1111111111111)111I111111114111111111111111IIIIIIIIII III 111111 1990 MAY 2 ' i w � �;' � ! r• MT✓ ' IKh✓F;N.�7 `�'►'� i 41 f /' / `-"' '1%�. j�(!„', �jA.,�' 1' fl/!'f'1. � '` •..r,�� pop Kools 40 — I 6J W11 10 Yzu P'LYI•JC�, � "' '� �, �— __._._ i-z_.. �._ W M- I_ � Qi•IFJ'�'1'"r-+r--� � �+r�••;1'}•11�.; , � �■'�' 2 /f'Fir- a^VKI E I 4A Vrw�'#- t EERY _ con tA ./'"�� " l � � � ''t r i I - /..,1 � � � . r1•+'� Qx 1~;�:r ; � � 54 � I.• � 1 iI 1 ' � �1.✓ .wF7�'V "�Y ..M_ � i&A L r� / Il/f ", p / i,%�/'►"1/�, ! 1 � S 2 F £ ''>"'E I licsAq ' yK� o *. _----_ ___ , Q, _ 77R FT' Sc7�' ,( �t`�Q ,�a�s 1 ti — i___..._ _- — �_a- ----= - .__ .� _. r __ \A~ L _:_ -•------- ,Y j i _ i ,� 06 w q '� i W mases `~ M ff4 H I I I I b T J L J D K£i' ' ► . 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I� J+. t%`•::y. `�"�1.-•r ir'f+,�'`f 1(1' •��j I � 1 I � 1� r'Y � _ ��. �W l..i�. \fi I i 'i ,g N�F-k"1� } f "f' ''-19>' �M M'il�N r-•� 1 j •- ` � I � ��".•�'`!`'� 1 �L..�ti/. ` .i , k �;r �!L.-! - I yC � �I t''! ' 4 1 tb - + ,r __. 2 x cL f•"r" Gmi�L.- W.�Y�.�,�►`1t. � r Q 'rr.Ol�C.,Qi �; .� J'I o•G 1 .t 4J+1"1'1 I — ` _ Lax[! IO Wt•.i� GJIdiN�� ' I21t '=� Eh.1t. �._ (i �•x r j �JoT�HL�'V '��'o ,..r ! , ► �'� ! y2 PI-YWD. - w r; _ � �`. " `J ° -24 0%� x 12 .-4"/ � r f-�L tt_.�.-r ISH � _r ; � �-a I �J �'O t-J ..%-.: I !,.-•L-„ 1 1 �"r'`•-i �' �:.r-�?' �_L...�.�/� � _ �► . i c� ICJ ' a" 14 -'s I)-D' cI/- '/ 4-'S�(,. _ ..! F• t-1 ' -'1 CASCADE ARCHITECTURAL AND ENGINEERING SUPPLIES CO, PORTLAND. ORLOON A .,. Now .. � wow, , - � -.► wow w ^11111►1111 4111111isI��I �1II III lIII II I II I III I II 11 11111,111'1111111 111 1'1111111 1 1 1 1 111I111111I111`1111111'1I1)111i111 1111111 111f111I1111111ill Ill lilt ill 1lilt 11111111111111 "! NOTE: IF THIS MICROFILMED 1 2 3 .,_.». 4- 5 E 7 8 9 10 — _ 1 1 I 12 _�__• . DRAWING IS LESS CLEAR MAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ! DRAWING, E 6? 8? 12 92 s2 02 ce ?? IZ 02 61 81 LI 91 -51 bl EI ZI 11 01 da L 9 s b E ? 11111►11lf1u11111111111111111►1111111111U11u11f111111111i111�`u�elNlnlil11a11u11111111111111nth1ulttttl1n11u!IIIIt111tu1►nllunl11111)utlllllllll►l!1111111111111111ttf111tlullluttlu11Iu11�1u1�1111jlllUL'11�f1111111tlllltl�ttilliu�wluttl1u11uu�ut1�111u11111t11ttu1n11 � 21 � 1990 ".-IMAY ..., . .ry .-,� _.....--- - _.....'_"uW.�V,�w. `" _,_.. r 'gYrnr �_-.....w ► ..•.. '_' ,w. r•.... - T., ...."_. - " .. ..-_.._.__ ......,..y.l . ,._-_• .. ...r+..- .-._.._ .. _•,- ,....,.....,.,,........».. _...__.-__..,,may.;;,>:....- --...•. ...-._-. ,,,.. _.,,, ,... LOW act "< s Cie) W �. 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AE 62 82 , 2 92 52 b2 E2 22 12 0? 61 BI LI 91 51 bI EI 21 11 01 6 9 1 9 S b E 2 I�� �poll rinlit III uIII unlllIII ui.,-III n111I111111111111111111111111111111111lullilli ►IIIIII;J11111u h.t1111111111111111111110111111utl III Ili 111111I111111111111111111111101111111fll1U fill �III�IIUIUII�IIII�IIIIlIlI111111UlIlWIIIH 1 MAY 21 1999 " fi�W �Kr'�fFS a kSsocmI INC. lW1 S. W. GRUMURG R0. OR O WAM. MGM 97223 W31305 � W31 0 B. I � t I l \\ BLDG. "-x)-A cu cu <.0 � 1 15 lLbG. R r = P PACK AGED ROOF TOP H>~AT PUiA? Z TON / 5 KW Aux. 1-41-:A`*' �\ �,,/� /f:'/ -'� C U • HEA,"' P»M P CON O M N S I A UN I T Z Z o I �- ��=•� A H .4 E'AT PU tV�P Ai R H is, "��J r i r. er,J A. 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I ?.�. 3 5 .r 7 B 9 —_` Io 1 1 _ 12 DRAWING IS LESS CLEAR THAN V^�� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z ez [z 9? S?. bz Ez zz I IIz Oz 61 of L I 91 s 1 b I El 21 11 01 sI 19 , 1c ` 9 sI- b E z It��■��" ell{unlnnllulinn{unlunlnulnl►{nuII111�IItIII111�I1Ui1111�lUlll,lt�111111.INIIulII111�1,1U�.ll�lllllt{II!Ilrlll111Qllllllllli�Illllllltfllll�lilllttl:Itlli�Illllilllllllllllllll111II111I1111Illl;1ll11jllil111lllillWullI111111111�llIlllJIIWIIgIlI1111IWr{lli)IIIIIIII)rllllllllH � r MAY 2 1990 9, i. iIIIlE1111 � 111111 � � 1l � � � l � � � IIIIIt � tlllllt � titlt � t � r � tlt �l � r � l r � t � f�� Il � l � Ipl t � i � lfr' 1 � � ' I � t l � i ' t � l t � rli � l Ijl I � 1 Iii Int ISI I � 1 1 ! 1 i ! I 1 ! I 111 1lI � IlI 1 1 1 1 1 1 1 � � � � 1 � 1 111 , DWO;2 .4 EQcZ)Ew-- =s' LZ 46* -'v' P NOTE : IF MIS M ICROF I LMEU ! 2 DRAWING I.S. LESS CLEAR )HAN �---�-- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ • � 6Z 8? 1 _9Z SZ bZ EZ ZZ I Z 0Z f 1 81 L i 91 S I tr I I Z I 11 01 _ .9 L 9 S b E Z 1APRIL 26 1990 �e11I111iIgI11I1111�11110i1��I1111�n111�1111�1111�1�II�IfIf�I111�t1��IN��11l�IlIllilt.-1�,���111�.��jII��Ia�,�il1.1111l�I1!IIII,I��I�I�.�lu)lLll�1.111 �1 ►rtlll�lii I ► �• •� dft I � t11l1�11- 1 11111 ;��1��l�lllll���t�ltutl���u�.�1���ut���l����a�IL�I� I�� ll��l�� u.��l�u�llullulluulllr� I c 1 9 1 _ R v ` r it 4ptAim j- piwL, 774, i ALw ` �-- �� 17 r I - �IfF�l-IL;�►'rl?JG _� �t' �J4G'�3t:T __.. . . __..__ f r 1 �='f�.t$ Yrd:T I 'rYbJ.=•. �► ��1 rK`I�� owJ-4-- -- - --- ---- ' I I k . SNA,._._....... , i �.... APPROVED F717 Vv,�13TRUCHON i PERMIT r o. w 13Y --- TITLE_ tjG4.; C4-ry Coe V A ALL IDEAS, i%%SIGNS, ARRANGEMENTS. DRAWINGS AND PLANS SET FORTH �.� f�� �'�� ON THIS SHEET ARE Thy OpIli1NAL WORK PRODUCT OF, OWF:ED BY AND ARE WRITTEN DIMENlIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE YYII� 19U 11 THE PROPERTY OF FIERCV • BARCLAY DESIGNERS ANO USE OF THIS SAID OVER SCALED DIMENSIONS; CONTRACTORS SHALL VERIFY, AND BE pE WORK PRODUCT IS LIMITED TO A SPECIFIED' PROJECT OF THE PURCHASER, SPONSIBLF FOR ALL DIMENSIONS AND �ONVII INS ON THE JOB AND THIS AND FOR THE CONSTRUCTION OF ONE BUILDING, ANY LASE, REUSE OR OF'FICF. MUST BE NCTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS /I���■ 1 '����� ����w ,M11 DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS AND/OR AND CONDITIONS SHOWN BY THESE. DRAWINGS. SHOP DETAILS MUST 01 all 11 Y{ ARRANGEMENTS, OTHER THAN BY FIERCV A BARCLAY DESIGNERS IS SUBMITTED TO THIS OFFICE FOR APPROVAL. 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NOTE: IF THIS MJCROFILMED ► — ., �—_ — -- 2 3 4 5 6 7 8 9 10 II 12 I DRAWING IS LESS CLEAR THAN --a ?HIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ft 62 9Z LZ 9Z SZ bZ EZ ZZ IZ 0? 6! 131 LI 91 SI t,1 EI ZI II 01 6 9 L 9 S b E Inlluuluu�unlnu�InlhulLlululllullilllllin111111I11�1INN1�1�1IIIIIIf111�1,1ilIlNllllftwlfl.l�lfllllllll!II11!IIIIUI1tUIItIIILIUIIN�I�1.t1�UltiIUIIU!IIIIIIIIIIIIIIIII!nIIIIIfIIUIIIiU�U1iIlI11I111��1�11111J IIIIIulI1W�UUr�IUILI11f1f111�1IlfUIIUII!Ulllllll!nl APRIL 261990 - vAn^'m.=�:, ..a1:.,Ie�dB`.9t��°'^f'q�P,,a��`�Ga'ul •+azrx'.,.,�„ Jim . M y r:R t }F,+< j i I 1 I I 1 I — �- 211 CX4 cGr",jr—lg vi ; I k I r-Z,7`*-ZE 7 iZ7 9 I+ .c L wezr r � 3r�VC... 1J 17A. x W ' � �o Bc �164•F . � ' j �, j � 1 UNLase +4o v C: z ' ,wv,; j d Olq"C744S - - - - �c WN-1-5 ! s � , -T ,4 4L/ 7 W ; oo7 , .... Ji 1L71� L..._. ti APPROVED FOR CONSTRUCTION CITY OF TIGARD 7*40 �LiJ PERMIT N0. 37 _2 SITE .4D0�� 44A& 6Y --_ TITLE _--- - DATE(0—1-S/ ._ y M ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS AND PLANS SET FORTH ■ ■ 1 08� •. W. lI� IYIN ON THIS SHF_ET ARE TME ORIGINAL WORK PRODUCT OF, OWNED BY AND ARE WRITTE. DIMENSIONS ON THESF. DRAWINGS SHALL HAVE PRECEDENCE Sulle 100 THE PROPERTY OF PIERCY h BARCI_AY DESIGNERS AND USE OF THIS SAID OVERS ;ALED DO1,4ENSIONS; CO?ITRACTORS SHALL VERIFY, AND BE RE- 5 WORK PRODUCT 19 LIMITED TO A SPECIFIED PROJECT OF THE PURCHASER, SPONSIF _F FOR AL.L DIMENSIONS AND CONDITIONS ON THE JOB ANO THIS in AND FOR THE CONS"fRUC TION OF UNE BUILDING, ANY USE, REUSE OR OFFICE MUST !E �IHOWN U OF ANY VARWINGS S FROM THE DIMENSIONSlIO�P� t '1 �l�n `���DISCLOSURE OF SAID PLANS, REPRODIJCT'ONS, IDEI15, UESIGNS AND/OR AND COND1710N8 SHOWN !Y THF_SE DRAWING!. SHOP DETAILS MUST BE ARRANGEMENTS, OTHERTHAN BY PIERCY 6 BARCLAY DESIGNERS IS SUBMITTED TO THM OFFICE FOR APPROVAL ■EFORF PROCEEDING WITH �e - STRI(:7LY PROHIBITED BY LAW WITHOUT THE WRITTEN PERMISSION OF FAlRICATION. do 503 - 620 401 PIERCY d 9ARCLAV DESIGNERS. iei aid ape iiximiI so 1w R-_ 74 �o �..ha ., .,,...:.r... .: -.... ;. ..-+r.1'�y.• Fri:r,. < ;.ice ��,_.,. ,a{�: . _ �an,a:.'g.'�a,rk.rl "r,h:.,. �!•.. ' ',t, ,F.. ,. I I ( ( I I I III{t "� I Ill 111 1I1 III III III III III Ilillll I!1 III II'1 III III III ►II 111 III III III III III 111 I11 �I� �I� IIS �I� �I�I�I� SII �,I� IIS Ali �I� Ali �Iilil� IIT { NOTE: IF THIS MICROFILMEQ —�--- -- -- 2 3 4 5 6 7 6 9 10 I I 12 DRAWING, IS LESS CLEAR THAN —"' -------- THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. 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