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I �a t j � w Y,� PRES'S t rLtO f GOu: SLAB � '"at�4 Vj( 'lZx.1d-L�'+c nn • ; . EGF. '�.,"�/P-n+. I_"'.iii.,.. 'Y ~ � y � � �� _._�r. ..",'�_' ,�:^ ' .�-....._. _ , � '��'A• �p Bb � 'ea►x ,2• ,F��. 4y caltc wat� ,a�lr. Ix,r�R� •� ' 'r 4" �b x �t" �t 4 i1 ' -I� f L* arLpa21 5c � � Qu :. erg'' � 1; c• _ `� p 1 1. �. ►� R P a; !' T 1. C 0 ;Z 4C t �' aIfia 4� ORr:00 a L� � ��r��'Q•; J4lf 0t1111+CRIPT10N mt.AM NUMBER SHKKT ROSE CITY DRAFTING SERVICE or.; 1553 S. E . MAPLE AVENUE - PORTLAND, OREGON 97214 - 236-5818 cw►�.v1uwMs!0. ` • "�,t-+t,., 'r�peee�!' .,,;a7ili�,iP,tmR•� .7Tn� ,. .......r.. �r...w.�` ._.. __e._"'-_ ,. r } I r ; '1111'1111111111111111111.11111Itilll�IIIIIIIIIIIIIII�lllll�l�lll'IIILlllllllll�l'tllllii1111111111I1(1IIIIIIIIIIIIIIIIIIIIIIIl�11111111111111111Jill 1111111111,ITIIIIIII''III'f111111ItI11111 NOTE: IF THIS MICROFILMED ► 1 2 4 5 G 7 8 9 1Q I1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL - DRAWING. Oc 62 92 LZ 92 se bZ EZ ;_1Z IZ OZ 61 BI LI 91 SI hl c1 31 11 01 6 9 L 9 S b c Z 1"•� �r111111111111111l11111111111�1111111111111111111111111d111I11111111111111� 11II11 IIlltlil�IIIIIl611111111111!I1111111111 Ill IIIIIJill Ill IIl1111lii duh IIIItttIII11tlmil,I6IIIIIIIlII111I11�W1I)1WI111111112WIiWiIllil11111�11llI11111111llUllllll1111l1I11U111llIIl�IIIW) 15JUNE1990 ..:b.a...w:.w.w.Yb...,,. w. .. .. yL�'�tiv4'Y..Y�� s•wNMc'�'W.OYp.�.wrwi.w.awa......w w.y..rYu.a.�-�....wa,.w..�.:� �M�+�"'M'.._..._..W. .w+�rr�w..� DEC L' 1972 CITY OF TIGARD 5 A �i E) UILDING PLANS , � UILDI ��JG ELrV,� �" l � r.; 3 ��v � Ri , � � � Z) RAWNNGS LA ��JC` SCAPING F0R • SF A PL ,a � cVE 1� OP ►�' !NT FAI L. O C A 'r E.0 A `T' S. vV- M J F;� 0 0 C: 1-- , S '' !Qj E c T" A ,N A Re R ON I M T `( 5. w' • 1 O 4 6Lilding must be completed i� O KC G O i� according to city codes and GENERAL C�NTRACTDSS & SUB-CUTUC- n final inspection made before TORS MUST HUE CITY BUSWIZ 110ENSE occupancy. AND ALL NECESSARY CITY P£RMI(S PRIOR i CITY OF TIGARD TO PERFORMING SERVICES. DEV ►. OPER EL0FMENT' CO, 1 (Z - : 2-75C? S.wACiFIGH "A1' 7PUF3LIC ;_L SPACES MUST BE ENDORSED OR TO APPROVAL OF � PLANS S DTPT. ©Y DATE. �j --�- -,,IfL,,/A,J�7 7D AP�',�'�V<IL � f' C EI G N S A M L11N1:INCy DEPT. . �,j EY. /`lL fir_ DATE_L �I -7 G.I6NT/A/6 Nn/D �ENCinJc�`l'�An/S M +; GUILDING D=PT. EY.L/ _'QDATz. �Y PcNN,ti/i �JG [�£PT(N�/D n� ; . R ► c: :-� AC-ZD bEN N E - I l , � R G H 1 I r G i COUNTY HFALTH D"FT. BY�..._- Ca/�RKAc>6 Lo,t.�177�uER —n'1r1�c- CITY ADMIN'STRATOR CY gp�(TE L vc 4 110^15) CAR :.A. ROY � � , rJES � C� NEK .' TIGARD DIST. cy a ' ✓ i ' Q S a V I IJ CEfiZMAL TELEPHONE AT U S A DATE___ hY__.- -- - --_� 04 i N. W. NATURAL GAS DATE --P. G. E. e ----,� DATEVALIDITY OF THIS PERMIT T. R. F. D. pY. �'-lQ� 1 +- DATE..L /_ 7� IS CONTINGENT ON APPROVAL OF CONSTRUCTION AS REQUIRED BY ORS 11$.155,. .' 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Maintain 18" minimum clearance between J 1 beam bottoms and grade. '. D. Maintain }" alr space around beams In pockets. t /`�► �, A E 4 p sts 2A i6 12" concrete footings,}� t 4 r ~, x B o on n x n contra a oo nys i 1, ✓ 1 F. 4 x 8 blocking on 4 x 8 pos+s. (Provide 2" and bearing for it G. 6 x 6 post on 24" f x 12" u,ncrete footing. tV H. 4 x 8 blocking - fasten with steel beam hangers (Simpson U 46) , J. 8" concrete foundation wail on 20" x 7" spread concrete footings. K. 4 x 12 beams on 4 x 6 post on 24" 6 x 12" concrete footings ✓�"'� ' `' ✓r��' '. (Shown shaded). ♦ i P 4': h of 2Al 1110111 1 1 8 �? .1 IIIIIIIIII+IIIIIII'illlll'�fIIlI1111111IIII�IIIII�IIIIIII�III�III�III�IIililll'fI�Ilt�llllt`IIIIIIIIIIIIIIIIr�1I111IIIlIIIIIIII�tll�lllllll`Illllll�llf�lll�lll �IIIIIIIIIIIIII It1I111I111�1�1' .. � .__._.._.�... "�' � 1 � .,, ,�, _ ` ` . 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C -f iT 1/f? - 3 �„ Ile �G...�►✓��'ri�'��'"rr ._. �T-"�.+� .r .y ,.' �` i.� V 1' " �_ _ __---.... . _ ...._........_... ._._.Y__.._._. _ .._.- ...____.___.__ _ .-_.__. . .____.... .;:•t�1t=7 Wr4i_.[..v, rE !i�"•'�+'E� Gl..t..t-�- WA�,;.s�- 1 +�• I a to� � "� i� 4'' CG1rC. w I wb.�to-Iri w'r {e.A IIA, a � � /�1' �z�--- V. 0",/4-Vs, O-Y •/Y,' w1�1✓ ✓ 1�1' �.� ., ✓ a G - - >Sw►'T NJi a.tP'7 c tl?,1�( I �J re , ' FOUNDATION NOTES - .,,� �f «X A, e" concrete foundation wells on 15" x 7" spread concrete footings. / I, , .- __._ _ ._ _ �. �•�.�. B. 24" x 6" galvanized screened vents 1 17 0 approximate •peeing. 0, 4 x 8 beams on 4 x 4 post (4 x 6 1 boom joints) on 18" d x 811 �• concrete footings. maintain 18" minimum clearance between • 1!,}tIM-rL„ boom bottoms and grade. D. Maintain ;" air space around beams in pockets. - r' E. 4 x B posts on 24" b x 12" concrete footings. F, 4 x 8 blocking on 4 x 8 posts. (rrovlde 2" end bearing for 4Z'haG., t'-T4R blucking.) G, 6 x 6 post on 24 d x 12 concrete footing, H, A x 8 blocking - fasten r.ith steel beam mangers (Simpson U 4D) --•t J. 8" concrete foundation wall un 20" x 7" spread concrete footings. �r C?C:... C. . . C� G `r? C..r.:7 t�--t �. =iAt K, 4 x 12 beams on 4 x 6 post on 24" b x 12" concrete footings J,- L�__ IQhnrn %hrAwAl. G,ci2 OM• ON 6JL f'04T� A'.I 'll + I , ..©'1, ' � n r II_ptl \I � � 1, a ,� , (•, � h . '', _... -_.._- M • cox 1`2.P�M, o►J ,o R�"o P oST S a�) sj0' ,�x 15�G or/C.f T+rte, �.1.�w>✓Fit�'`1 �' .� ;`moi��`:r►t'i fi'I 12 Of 28 ' - ..,.. •ws:m-"r,l 1 1 1 1 I 1 1 1 1 I I (..^�i• �I�I j.�ij�l�) 1 .� i I I-I I I I t.l 1 I I i I I I III 11 III I I I i 1 1�M1 I I 11 I I 1 1 ) 1 1 1 1 1 1 1 1 ( I (I I I {I(I 1 I I t )I 1 ) 1 1 �•x,.�, .. -. . •. 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OE sz 8z cz 9Z Sz fbz Ez 27 12 0z 61 8 1 tl 91 sl tbl EI zl 11 01 _6 e L 9 s b E z 101.110 �tu�nulun�uulnulnulnn�u11111nlulllunllulllnllnulnnl�.11+1JIll�illllilll�,M111InIuu�LUluulu�I11u111uIIn111InI1IIII1nFI1111�I1LInnhnl�Inlluwlu111n1I1111�Iu1IU1�Wlllull wlwlluu';>Iullu��j11wUll�lllllu�llllUlllllllUlllW) . JUNE15 199a I 1 t I i �-� II. WaII sheath ing to be standard grade plywood. IN C11111114 /Nr CONSTRUCTION NOTES 12. Neil floor and roof sheathing w(ih 8d B 4" o.c. B edges, 8d / 12" o.c. / intermediate bearing, or with pneuinat I ca I I y driven stapes as I. Soil bearing capacity is assumed at 2000 pst. approved in ICSO Report No. 2403. ,a 2. Concrete compressive strength is to be 2500 psi at TB 13. Nail wall sheathing with 6d / 6" o.c. / edges and / 12" O.C. days throughout. / intermediate bearing, or with staples as in Item 12 above. (y� `- 3. All footings are to bear on firm undisturbed soil. 14. Nail V gypsum wall sheathing with 1 3/4 " x II ga. x 7/16 head galvanized nails 0 8" o.c. 4. Bottoms of all tootings to be 12" minimum below existing and finish grades. ��' 15, Nall siding over }" gypsum wait sheathing with 7d galvanized r S smooth box Halls. 5. All wood sills In contact with concrete are to be pressure treated. +� Place two layers of 30 pound felt under posts and Deems bearing ... 16. On 2 hr. fire wells, apply base layer of gypsum board on concrete. vertically and nail with 60 / 9" o.c. Apply face layer horizontally and nail with 8d / 7" o.c. 6. Masonry veneer Is to be fastened with approved masonry ties at 24" o.c, horizontal and 2 square feet maximum area per tie. 17. Install Simpson PC or similar / top of all porch and deck post connections. 7. Use solid blocking In joist space under all bearing walls. Use double joists under all nonbearing partitlons parallel 18. Install Simpson PB or similar / bottom of all porch and to floor joists. _ „ i deck post connections. 8. Usesolidblocking / 8'0" o.c. maximum as bridging in ioist 19. Lumber grades 1�j :V_r*,.-frAr., space. Beams ftm�Gti 9. All exterior door and window headers and Interior bearing ..,/R.rwr t'ig@� headers to be 4 x 12 except as noted. Posts, Joists, Rafters and Headers d ..a aw rw,mf�s. 10. Panel ident!fication Index for plywood floor and roof sheathing 11 r T LI Plates, sills, blocking and tlIs to be 32/I6. nun-exposed decking She"MrdIA 20. Trusses to be "gangnalI" type construction according to details by manufacturet, submittal separately, and approved by building w official before fabrication. ' C'1!. "G G" C�� '�f.►�{t.,` IAV 3�J� AjQ.IL"r V V'�I�Iel M.4.1_ sr ,w � '�.�:-1�� ,�� %•� �a/'C. �, � --.. 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I '� ' 1<'if�_ +-' ' �•�.. �.J., r, _r tt +1 A r� /-IJC� "��71 n�+r:..�+I ' Cal ' i' J�Q phi'T`T l`i {��1 {�V►+•1�Sa- 1 � `�' '� 'uL *1 �.•� I 's �" lr 'U PW_ t i1,Ae!.fa Gyt p' ';i,; - a <o" 6Arr d,J L.. 1-14 IL u 0 v r - � 0 Vl-.e."t~k- 1 �1 -r;GP ' f:;,k.--T- °V� F3 A i ,1" q(i 1 ;7 p - - 4x 'T '.f' �d."T v A/LA 1✓ Tri, /�''{` T�tic.A.f✓1 +-4-j� y '' �p >< iG' b.�b. .. -T 4K AXA I NtX 40r�l i i C�tY�? uV 9.•u-izn I-LigG I h'i PGA J D.G, 0-4- &,157'f' GOATS K4, � . �__---w'3'' 1, G'. �>'rV. {� Ca. -__�` �,' GG%N C.._. wA t....l_-. �,:�,_;, "`�.._.._ A S P N A�.T AI.An�.J►.4l o►J i � � l� ;Jv. r1 i b � Y�'�x lo" A.� �- lv' ^��- r��l��; $ �=K� :�� '' {, % � wc.�•�i � '` I � /' 5i M1 ry-k-1 " SAS 144 -- I , ? �per= •'n2...,4T -1%� ' .:>X it"e.4?h►L. Ile 14t� ( 4 ,k 14!x '�,�t.1G 'F''i'!� - „L IsJt� ?� �.1 vl► 4." a o�1 G• a.r• N c. �^�11T ..-V - `, - + _ _. _. - .`i e�. 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Z 1"eL +nlluuluullnllunlnuinlllnl11u11�nIIIII11I111111111IIIIIIIIIINN�1UlI1f11�1J111N11i1111I1111L111u11;illi!IIIiUJINIiIIIIIIIIIIfIl1I)IiFllll�)!INIIitttIllllllliWI111II1IIIIIIlIlI1111111IW1h111W111111!lwLl�lllliililllll�llllllllll�llll�lllllllllJ1111I111)JIUIIIW) ' JUNE , 15 1990 h . v r ,_.15rT w>✓ a- N+ I:1 Iv 4 4 • CJsa I or V fs-" 000 "'Of �.i � � .•- CONSTRUCTION NOTES I. Soil Dearing capacity is assumed at 2000 psf, ��„ �' G ,�-xr�LY• `='�"r'��• �r''!Sy. 9i/ ;� ., i tJ�li,i\..�� W i ;/�� NAI ✓1 ;C.. �'` "'�G. � II 2. Concrete compress i ve strength is to be 2500 psi at 28 days throughout, 3. At l footings are to bear on f irm undlsturbed soil. rk.l-I''`>!' C�La r;.j '' - ``•w� j� ;` 4. oottoms of all f,�,otinys to be 12” minimum below existing and finish granas. f � -A i �"'�•_ � � �:.. �•� ( `. -(�' f 't-�%'.'.!N !r•.i�t..-. .e.--r;�.,•.. r--- F �•:.:a I Y" A•_: :a ., :,•t- I � `� .. All wood 5(115 in contact with concrete are tc, be pressure treated. - �\\ ,�.` � , , i •, i � i lece two layers of 30 pound felt under posts and beams bearing \ "� on concrete. 6. Masonryveneer is to be fastened with a re./ r T%�ia•-'ri?"•'�1.sr L'. li" t'.:.•• `►'.. approved masonry ilea at 24" D.C. horizontal and Z square feet maximum area per tie, �� 11 / ,. A r.. ,� - ,.�Gac.�-i• ,� . .....:i.-�I�I.a„_., •- r.,,., , .a .);•-,•t ' t... ^ t i4 i �I' i '� +.•.-'....♦ v.... .•:! 'r*<"^'•.'•�...... I ' �i �.. .., 7. Use solid blocking In joist space under all bearing walls. I � •. � i �. Use double Joists under all nonbearing partitions pardllul to floor joists. 8. Use solid blocking 6 810" o.c, maximum as bridfiing in ;ulst space, , � rti , 9, AII exterior door and window headers and Interior bearing i i�,Na r� ��h�, .:: y Headers to De 4 x 12 except as noted. V-x-f'_ �^►� 10. Panel identification Index for plywood floor and roof sheathing ►s-' r^ l Is to be 32/16. 14 7!0.4•� s ,. Kam t tl. Wall sheath y to be standard grade plywood. ING'cA x'qy rNTGGvnyG S.IF+' ►�� ✓N VCR !'a�fL� 12. Nail floor and root sheathing ,.;th Bd tl 6" o.c. a edges, 8d 8 12" o.c. , (� WCZAP V I�i:uJf► . d iroved In Ie Dearing, or with pneumatically driven stapes as IN yy' �,tw ?A4et. W%L r pG"X t�14.It.. P IL approved in ICBG Report .vu, 2403. '� 410 r.+NL7/stt.. .,.., ,„•, r,. a'-rr 13. Nail well sheathing with 60 0 6 o.c. I/ edges and 0 12 o.c. R Intermediate Dearing, or with staples as in item 12 above. ` \ ,� . 1 '-S . pl.,� ► + IrG'2.I`'ll !� �•�., �� ` ��} '• ;: .t titer •. NNW— 14. Nail J" gypsum wall sheathing with 1 3/4 " x II ga. x 7/16 -- i ♦ .� 1 head galvanized Halls N 9" o.c. 15. Na siding over in -^ l ✓ _d..,:�! 4 r �Lc�� i1 S �',G LlL•�L'a+ F+! \ i IG L'l..t.: ,cj,,ta;�j _ 1 ti r R. +� gypsum well sheathing with 7•, galvanized ly 1 smooth box na I I s. r _.... l ,r r •i I f., .'1 , f .1 v. + PN r 16. On 2 hr, fire walls, apply bass layer of gypsum board \ 1G �i Y `Tye a� �� r ' �•`-f^ ' \ vertically ar,d Hall with 6d B 9" o.c. Apply face layer �� •� �<:;,f•��;!�. b r `-� � �:, +�,��-� I � � lL horizontally and nal I with 8d # 7 o.c. 17. Install Simpson PC or similar a top of all porch and deck � A ,,. ,.t 1Ai 1� �' � ' Na 4,�u��, e post connections, �,• ��'.- t'_F_ c.- C"'3�.'L •� ..� � � ,3, �,( 18. Install Simpson PB or similar 0 bottom of all porch and W• i . •r{`•� L'.'''.; I deck post connections. 19. Lumber grades jy✓ c� I\►�r1( UeamS CutFue.t n !� �' i`1' Gr1e.'s s' E':M.L' �•1.A.,t_.�„�''; ? Posts, Joists, Rafters and Headers r•' '4w' �� f't `�lL'\',Id�.r<7 i:;-r- A. w 6�e"d'rk3 _ I. ' ` . t'' t�• /,.A.1 / /►.� {3 G ✓G f%=.. f;•,ts t...�, z., )r1,4 _'S \�,� Plates, sills, blocking and Ut7lity or '•• �." r LAC'' ✓' L r -1:1" P-W- •_A• , 'tii.!J T�!-a 2xli �l .lei ��r-•at._..• non-exposed decking $464004d ^� �%L% V 20. Trusses to be "gangnell" type construction according to detal!s lti G.%�-t'_ �• �c. +' �;�•� N14 • , ;� V f tv �� f�I�' �� '� �' �' �`I"''� by manufacturer, submitted separately, and approved by building official before fabrication. pyv'T11 ti"�,. -'�. '� I � '�� `L� SHNI� ,..•.�:, ci T Gtr q f .iP4iT �� ,i G," ' F^ _�T L a j ti �t'Fi �' x c :u►: r't r `. 71` I Vl `� -44 t Ire I _ f7 U r r I �•[ i I . I ( r� I 24 Of 28 i. ., I I I I I I I I I I I I I I -I I � I I I I I I I I I I I I I I r � � I r ( l I l ( I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIII1111111II�IIIIIIIIIt1111I1111111I11111 ..... I .�.. r ,'^ � . .v. NOTE: IF THIS MICROFILMED 6 7 ® 9 10 II 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL i DRAWING. OE 62 82 t2 92 SZ 02 E2 22 12 f 02 61 131 LI 91 SI bl E I 21 II 01 6 9 L 9 5 b E 2 I01e ��u�IUIIIInIIUIIIUI�Inllullluulull�unIII11II11111111I111111111� uI�fIllW11u�1lIIIt1IUUj!)I1I1111III�I1lII�I)IIIIIIIIIIItllllll)ttnlllllU)!INtlltttlllllllllWlllllll11II111IIIlIIUllIl111IlIIIIll11111111W ►1111111111111IJ1I1IllllI1L1�1111111l1I11UI)ILIII�IIIWI W, JUNE , 15 _ .. •� - - -v. rr,.. •ems. f " 9:" C !2 235x► GOsA004, SIa1QCvI-tlip - J ►-. at4V&0 4N `04" rwo. SNT't$ 3L/IG ( Vl►E 4 `` exT. Gelv1: vVHI� <t ItKPoSIG) T It L)1,4 t 4 L 24" o, G. r�=- " k' �:.�'j 1 "•ice V �2 I Q 1 r 4�t MPK'4 CfiAv/iNta4 G" %VJ 0 0 1� r 41.r�G4 btAR.1,4(� _ t- � t r 'P a Vel ll.x UW � Z+k sc.OGKi� b r-t Psi.'.Ir' =r,�' f.1' 1� •�/ '/t a T S lip, a J' O. G. ac tr t, -.}-t ,.�.9► ��w+ 1W 44 TH4tLioL)r ,v 1�' A3gQ rrttJ _ 1 , , +tlo 'btAtA 4 - 2 K 4 PEAT a --- A Dff. 410th � � st 4 •, I to +i f L �i G'w it'�1t.G•b►. t,+ � � "� � ._M II Hrr"J Ax,TYPi . . _... 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Nail floor and roof sheathing with Bd 1 6" o.c. ! edges, 8d 1 12" o.c. ✓ 1L ��., ; 1 intermediats bearing, or with pneumatically driven stapes as approved in ICBO Report No. 2403. J CONSTRUCTION NOTES Q l �i 13. Nail well sheathing with 6d 1 6" o.c. 1 edges and 0 12" o.c. d I. Soil bearing capacity is assumed at 1000 psf. 1 intermediate bearing, or with staples as in item 12 above. 14. Nall " 2. Concrete ucorT ghoresslve strength is to be 1500 psi at 2R } gypsum well sheathing with 13/4 x II ga. x 7/16 heed galvanized nails 1 R" o.c. days throughout. 15. Nail siding over }" gypsum wall sheathing with 7d galvanized 3. All footings ars to beer on firm undisturbed soil, a� smooth box Halls. 4. Bottoms of all footings to be 12" minimum below existing I n 16. On 2 hr, fire wells, apply base layer of gypsum board and finish grades. CA vertically and nail with 6d 1 9" o.c. Apply face layer 5. All wood sills In contact with concrete aru to be pressure treated. L all!Flaee two layers of 30 pound felt under posts ,,nd beams bearing ti ") ,a I horizontally and nail with 8d 1 7" o.c. J 17. Install Simpson PC or similar 1 top of all porch and deck on concrete. a post connections. 6. Masonry veneer is to be fastened v th approved masonry ties at t la . Install Simpson PS or similar 1 bottom of all porch and 24" o.c. horizontal and 2 square feet meximum area per tie. 3 10 deck post connections, 7. Use solid blocking In jolst space under ail bearing walls. r 19. Lumber grades Use double joists under all no,bearing partitions parallel .'s.1 aus b04-*sA, to floor joists. IIf Beams 4 W N 1 L�1(a aoI, ea her+sR 8. Use solid blocking 1 8'0" o.c. maximum as bridging in foist space Posts, Joists, Rafters and 4eaders ;xe„OeM `40. -DAL e g. 9. All exterior door and window headers and Interior bearing C R p S'S S EC r . Plates, sills, blocking and Ir`14•iter head"rs to be 4 x 12 except as noted. non-exposed decking 64e�w d 10. Trusses to be "gangnell" type construction according to retails 10. Panel Identification Index for plywood floor and roof sheathing by manufacturer, submitted separately, and approved by bLilding Is to be 32/16. official before fabrication. 11. WeiI sheathing to be standard grade plywood. 4'1110 �- •-------- _____._. r 25 of Z :w..�,- :�>„M,,r.,a.,wael. -•,.. ,�n„te; air - f 1 ,�• �. _ i _. i'11t�t1► 111 111 tit 111 11i IIII111 IIII111 1111111 II1�111 I�Illrl (jlllll II1�111 IIIIIII IIII111 1111111 III III III III 111 III III tit 111 Ili tit 111 111 'fItIIIIIIItItIIllltlrl►ItIIII�� .., , .... t � , '�- .. ' NOTE: IF THIS MICROFILMED ►.. ( - - 2 3 4 5 6 7 8 9 110 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 82 LZ 9Z SZ b2 EZ ZZ Iz � OZ 604 BI LI 91 51 bl EI ZI II 01 6 8 L B 15-.--' -ba,sa I E Z I ill! 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I 4 _1:� � � � • s _ W J� X1111111 1111111 1111111 11'11111 1111111 1111111 11111(II111I111 t�lll�llllll111 1�11111I1111111 1111111 111111 111111111111111 1111111 1111111 1111111 1111111 X111111 1111!11 111111►I11111 b .. ., • .y NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 1 1 DRAWING IS LESS CLEAR THAN I �_ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _._----- OC 62 82 LZ 9? %Z bZ EZ 72 IZ OZ 61 8i LI 91 51 tri EI 2 11 01 6 9 L 9 S b c 2 1 Zoe JUNE , 1990 I I 101. off r !0 01, Jd a,l 9 ,f r G2. $CUP/kR •' ti.: _ (4"K 11 8 ANDS ♦ 4R 14 6*A'M4, (DVLR, ON 3„ 1 O. tiTO. �� rA Coy VM.J� ON I` p C.Or!G, OrCA4 • G•1.D.S. r iu D. s r>p. p, C. 3" I.D. STU. 'P. C. I_ o c 0 SID EL EV AT I ON do . o u Q x I ' 4 fIM* GdNTRd:. - al-2 ��G►1 TS (s'I* � � 0 l� t. Ab ON + vAC, lilb0 Roc.K F11,.1.. 1s�Ab "% c.-r 'n P , To FItoPIT IY o�c J 3 PLY DUILT•- UpHOT MOisNED Ct,ACS "C " ( � ' ~ � -Za � MIN. ROOF ON !/,Z" PWD. SHT'Ca, ZZ/1 (p ON ' 4 ,c 14 b6 &m4o 104&&. ON 3" 1. 0 . Oro . 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