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THE QUALITY OF THE ORIGINAL DRAWING. - - - - - _ - -------- OE 62 8Z LZ 92 SZ bZ EZ ZZ 1 y 0Z 61 91 LI 91 sl b I Ell 21 11 01 6 8 L 9 S b E 2 1 ►tilllll�tttllttttltttllltttl►itillittltii�illl�Illi�I111�1i11.�NN ,NtI�iJI111I�11�U11�111�1111�# ,�Il ,tll��I�it41�11Nt111rttf�t�tl�IiII�II11jIIII�IIiiIILIJMIUllllll�l,111wh 116 1111 �W11U1�11u11�!!llllllllll�lUl�llll�llll 2 5f, 1990 JUN .+ � �. �^.. _.`...�..--..._ _.,«-s........._ .__.— .. ._....-. �-_-- — -. - � ... . ,,.,,,�• "'�a.�MA^�+r'�� 7 �eifi`+Mtrw.[,$7 1y .,. 7r ... � _,,. .e+ra._ :�-_.�"�' y,,� PROPERTYLINE PRE- MOULDED EXPANSION JOINT FILLER --------.- EXP JOINT----�.� APR 0 N SLOPE E�`�AAtr BiQ� co I f A FACE OF CURB A APRON SLOPE 7�� -� = 0. 0729 __- T 14 �. T ;� .►-yo-•.:;..,,..�...:r. r:.L,: .''.f-• -iY •_-,•,.�--.:- L DIMENSIONS 'rt a o e SECTION A— A 26 1 28 30 NOTE : CONCRETE SHALL HAVE A [Ft CALE: NONE CITY OF TI GARD SRW 9 Y : R L .T. MIN. BREAKING STRENGTH 1 �� OF' 3000 P S.I. AFTER 28 DAYS . 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NONE CITY 0 F TIGARD DRW. BY RLT � --4 76 STANDARDS lAf,RVD. BY ' TYPICAL MAI LBOX CLUSTER DRA W I NG NO .. �„ ,..—,.. ., �'��w� flares!'*t!'�MIM�,� - .._.a..;�,• ...-« -' � ''`". ,.....� --. � _...,w,. - . . :.n;yts��-...,,,. .. .•.Y.. 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A.11101' ... - '-•--•..n..�o......'....�r....,,.,.r. ._.._,.,.. ^ .. �f"b..wyl.e27.'Y�..• .:`:...w.1�..-"—.� aw1�,�..,.+.W... .'_^� -,�,L;;C,..,.,,,,,.....,:-......, .. .,,,,, .,: �,W,,.' .. -Y' � �►_.l..r� ,w.uarw,,,wr ,., .., ., _ -�J6/MWNkWIa..::rsgtl7Y,ryyY+MISMFIIMII"�r' �•w•.•wwrm... _7 I Y 0 F" _11 GA R D P. 0. Box 23557 124.0 S. W. Main Tigard, Oregon 97223 December 20 , 1976 John Loewer 12238 S . W . Clydesdale Ct . Tigard , Oregon 97223 Dear ;sir .. Loewer : Please be advised -that the Tigard Design Review Board at their regular meeting of December 14 , 1. 976 dpproNTed your request for a 10 unit apartment complex on S . W . McKenzie Street . This approval is subject to satisfying the following conditions : 1 . The parking lot be improved to City standards . 2 . The Sugar Maple be 8-10 ' ( 12" caliper ) . 3 . 2 , 000 square feet of recreation area to be provided ( subject to staff approval ) . The conditions attached must be fulfilled prior to issuance of building permits . This can best be done by amending the site plan . The architectural review was also approved with the con- dii- iun that the covered parking be closed in on three -ikrith material and color matching the apartment building and roof being similar in material and pitch . If we c-.an be of any further asci stance pl ., a.se do not hesitate to contact me at this office . Sincerely , Richard Daniels RD . Associate Planner cc : Building Official Note : The following acknowledgment must be received by the City of Tigard within fourteen ( 14 ) days of your receipt of this letter . Failure to return this acknowledgment may result in action by the City of Tigard . W.r.. • :f1� I..R ♦ eFK .-. wa..r..-p_.. F h.Tt...Z'._ m r _ _ • 7 7 • t^e.+ - " ... 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'rte._- -r..+wY.w..«., •....r"T.n.. i►- $ "'"`.�' u''.,_,.,w.._-.a.rr. ,. ..a �.anx:.W . w..+...rrow w... ,..w•.»-+ww, ...�..w«,,.,.... <wa.w, ...�... _ I I , 1 . .. ;yyp +rw:«we..+er.:raxw,.e•wiww...,... r.w..w.. ..-e...wu.�..rurww.wa auurleu,rwrwr•wulrww.,..wArluru..+a✓rAlrw.w.wixwrw., awc•rr«w.w.c+.wu,m..n.f�y�j;,,r•. - THIS DRAWING HAS BEEN REDUCED ONE HALF SCALE A L E n F •�r „"'r, 4'�/ 4r' Ji, '� ,. :.:f / - GENERAL 1N l _._.�.�......_._..___..._ � O' WITH1. )i.5IGN Apa I � TC+ !.,TND. E WNAM = . . 7fU5SE , G1LY1CArTILEVERS / 4 V10 WEDGES •F' CAWiLE:.VERS BJP TO '/4 'KU5S LENGTH. T KUS`:,E5 MAY BE � V/0 WEDGE 2Xg WEDGE; 2x6 WEDGE GAIVTILEvrrc�EO 80711 Er�Ds. /') t17 (SLOPE BOTTOM CHORD 51ZE5 2,• FOR MINIMUM LUMBER (SIZES 4 SPECIES; AND TRUSS CONNECTOR �.J FUATf:S NUT SH(JV/rJ1 KCft.lt TO tS(JWMAN C:AT'AIOCs O4•NGI. ROk �. 2.X4 2.X6 i 2X4 1 2X(1 1 2.X42x(0 STND. FINK TRUSSES W1TA REQUIRED 560PL AND DitbIGN LOAD. " 1 2.3T012 11- I" I -11+Z'-k• 31-30 3%3 4'• I+ 3• ��yy pp TausSE5 HAVING SLOPLS .ESS n4AN � 700. a 45 P s ; `•e `� j Ta12 IV• ( 1-4• �•O �'•�r f 2 -V �'-�• e h _,_-,—— _ _ _ TRUSSES HAVING 5 LO�P ES 4 ro l"L AND (a A EAT I;;P, - *12P517 4' m12 8' 1 ' • C 1 -1 `• 3 �•� 2 - •lo 4. 4 TOIZ • r- I 1 - 5 C-11" 1 -II I V-50 EIt fiTAL 5TRur u:F-L) WITH '/4 POINT GWriLeVERS ONLY. \ ' . • . 1 � DIAGONAL 5rRUT u5r-0 if-oK i"ANTILEVEkci Wv 4EN CAtir. Ll!W,TM IS �11T012 G 11+ 1 , -�• I -8 1 -8 ; L -2 f GREALER THAN Zx(o WED61E LENGTH AND LE55 THAN '/4 OF TKU55 SPAN STOIZ 5+ IS• 1'-1' 1 '-(i• ' C- G• I•- II• f 5. MINIMUM Ht� i� .� EEH 3• 7• 10 1 •Z 1 .t I .` I �.ilY�.._-.��C�.L�11=tY'f 5 • • + •Q HEM-FIV, f., 4 �)Q IN. D.F. LAR 3VL, wlorH (S.zs 5Q.1^a•; q0•D AHEM- F,R b.V SQ.lw. • D.F. LAR S .S 5Q IN• b. DESIGN APPLIES r%ost SrND. L''O. OVERRV4 ONLY. FOR OVER14MCP GRL►TER THAN Z%O.0 CON5VLT TRVS51 DESIGNER. I a i tf / moi r ►Q�Qf , �t� +/ • ►� +,!/ roo r...o•a ot7pt' l�P`.1F tu1.l(•o.r _! 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"i Nt'C TRIJJJ 14r+ L vE LTON I L I M I T W 5T R U T (LZ,4 I ' W, 41w e/p C.��P 41"T'I L.P. v 17 P. `i F.TA, L l u-'f r "' ( (1 1 � .,,1,a' yri r,a, ..• .;,t,:, n :::a:..:. .;, .,,.k � ©vERALL TRUSS L NGT�i M ..__.... iv, if 1(101 $ATtr�'L N 1 • 1 I100 FC ,L 15 AAA My 1 ( 0410 1/04 )u11 1A,.,. ' -. ..:. ,;A � __....__.r,__. 11100-.: .,�+r Y • . ^4nM�tz+ . . �.. 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N .>. ,.r... ix, J ' 1 THIS DRAWING HAS E ELN REDUCED .` ONE HALF GENCRAL NOT ` S_ CANTILEVER$ 1• PL51GN APPLIES TO STti,D. 80WM1�N TINA, TRU55E5 ONLY,WiTH " O WEDGCS CANTILEVERS uN TO 1/4 'RUBS LENGTH. TRU55E5 MAY 31. • I \A10 WEDGE. 12X4�WEDGE, Zx6 WEDGE CANTILEVLkEO BOT►1 V45. SLOPE BOTTOM CHORD SIZE5 Z. FOR. MINIMUM LUMBER ( SIZES 4 SPECKS) AND TRUSS CONNECT01t PLA%5 NOT 5140VIlN, kEFLR TO 5UWMAfN CATALOG :)WG,. FOR 2.x4 7_X I ZX4 ZX(, ZXA ZX4 STNO. FINK TRU55E5 WITH Re.raUlkEp Si.OVL AND DeSI(AN LOAD. 1 21 v121_��I I I9 -Gr• �'• �� 3' �_.,._I+ r I Z -3 4 3. PC.11LN LA r. 1 I Toll C7 . ,-O 2.-8 . /-•1• TR,USyES H AVIhG SLOPES LE:55 Tvw,,,t 14TOIZ • 45 PSP 1_ -G Z ' 2 •� w TRUSSES HAVING 5L01'E5 4Tp12 AN17 (zREArEf`, • *iZ(lcF 31tTOIZ � t�� 1 I '- �• I�- �• z,'• 3' �Z�-�• Z'•i0 ^'r, 4. 5TRUT5 4 TOI'-Ii' • • F - I J e r 1 C.ANT"ILI:VE:Rt., ONLY. .. {2'7 I - 5 I •Ii I 'II -� VERTIC�1l. �jTR.LiT vaED W+TH '��1 PC'IN" . DIA(aC)NAL 5Tk.UT U5E0 a r•)I? CANTILEVEM.y WHEN CANT. LCNuTM 15 1 . I • 1 . 1 . �ZT012�w1� I) I •� + I •8 I '8 L -2 (PR EATER THAN Lk(o WEf)1've LEN(jTH ANO LE55 THAN "/,) GF TRU55 SPAN STOIC! 3� 9• I�-1� I '-lam' 1' L• t"I, IIS 5MI IM M 1`3 ING R r ` .I, (0 TO 12. 3 7' I0' 1'-.Z' ' I'-Z' I' ' ' • Nr;M-rls� Ger. sra. ,rl. -` '�•O CO.F LAW. 3'rj.' WIOTrI (5.25 SGi,IN,j 1 ' I HE M- F!lir 8.(. 5 G(•I N a. 40'0 D.F. LAR 5 .5 56; IW i. DESIGN A'FLIES FOR ,,TND. -00 OYERPA)4 ONLY. FOR 0v1iZINNG r-krATEit THAN Zb', CO145ULT TRUS5 DESIGNER. I . i E L p 4 WO p� �1!4Kt1L�'!l.�N!4f 1 ,i�.�N fhyMP A1I1 Ino C.ed)A0 04. 7_01j 1�4 n I,AlI M i e��l �:,•,,r�,, 1?•C»()Au .I .tea-• IAA111 C t .._l�.�lA.._,._.._... 1ii 101Ad 1A "Uuj:_4 11104 MACIOvu AA..•A- 2Z4iio rt Vv,/2x4 WEDGE C-1114011106. w ANI kkOUN61A A01C-1114011106. UiM(•ll WAMS AMO 110111WOK CV/eflMf SMA1\ CDk#OAU 10 YAC 610 ` ti \ 2x8 IE;W/2Xb WEDGE. 1 1 •��� ,� WINNICIOA IIAA/(1 APO MA04UTACIUII(f) IAOM NI GA C.AtV 5911 '»,194 A MIhIMAlM ••OAO U/ an 1' ♦ ' ► \�' 1l�, 1941 AAACywAe� UA I ICSI CONI 01411111 AO 10 1( AI Orf .1 sA }AI 04O Ibl ll %rhIt "161% 04(11 ��I �p�t\ \ 2.X4 (1) 11A,ICIUMAI (!16,1.04 RiUVIAIMI►111 WI IAM /PAHA MAI AIA00111AA„ AAAV(A •AAlle eU �`,A`� ` REFER. HEEL JOINT HAIeuA1N1: �ON'CAII�h • WEDGE-- COMMON TRUSS •1AIlA )94A11 AI A(CUAA111. 1101,111004InON1ar941At1011we 1A,)1AaIIAe.In-♦1IS,,..In,1A1 i �. ASIA UN IA(H VIM-/IA I.hAIIA U1H(A*t%I Ur MItiUCeNlI) Oil Mll ,rylf•1A •%AIIA A--1.1 .04)/6 MIMAIA) $HAt1 111 CUf Aho Ie6G(0 10 •leOve(A A 1",94t 1111,•(. I)r%1 104 AIAUAUANII N UAC blO ,»1!)Ail Al �'; 1�, SIL►IUM � 0"1lIhL ttn�O"Aw1N1. 1% 10A11111A,/,I01111GNOki► tA.,1I/1UjgIA1MA•61IAAA4I(I • •.(.OA)(Irtq " 'i. ' ^JCa� 04'.,1 /(AMANIh1ty AAACIU •110111 ANA ((IN)IM11I.IIQ04 kOAO1 AAO APV%of l 0, •IIIwWI%(It0 JOINT JOINT 4—/ 1.441 1941 AU,I,U1N9 AACN,IICI O. 104(•,04114 N I014wA110 Will 1941 AAAI..%%' AIOV11r1M104/6 1I1µ)4 IO 141CIIUM �.h0OVERHANG +Ir e� n LIMIT V1 DGOE j y� `, �r•NAO f ���`, W`� �II®ir� � ��Jilri ^iwli►+l�i� n w r, r LIMIT NV/WEDGE �� $41e ..._ '� ✓ f� ST N D. FINK 'T W55 I if L 1'E L Tot LIMIT �N�caTRUT `l.,r+l -- �Ie I�VEKAiI_ �f N, s ���,A��•• �/ '.e/•A `` C�RhIT l (.l. 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