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10640-10990 SW GARDEN PARK PLACE 7 RZ G 0 -T A ts� 0 f,14 TUP , 2 LjP5 (Z 14 0 w '-(F-- e '9' G a L, X4 L -4 6A T1, Ali ' .11 zz t 50, /i �� � r.A-sRT-f WALT , .41 WAL-L f00-1-11-44 f--y CA E P-1 ACE FOU 2A 0 LC1). 1 "ACT Y YV/A 1"0!., 4 1 / 411 = 11 - oo — 1�EQUIRECD 5FTWEEN LoTs - Is 4 19 , zo 4 2.1 ) z ?. 4 251 24 z5 ) Z G 0 27 28 4 �z-9 51 32 4 THE 34 4 '65 VAN LLoM KRAXNERGER PARTNERSHIP PROD. NO. 61 it if IF ARCHITECTS OP TE 7?) PPMAO, 6j'. ,.WN PLANNERS A . I.A. v CHK. 4455 S.W. INCHOLL110 FERRY ROAD SM IV( PORTLANOgORS001M 97225 0 rf PHONE 3CO03 ) 992 - 8088 NJ449' ow J Aff -77 � �11t I I i i l f l f l l l l I I I I I I , ill I Jill 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4r- iIi..._ ..� �..,_.�, R 14�011 111 1 ili I I II NOTE : IF THIS MICROFILMED 10 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 091 16 1 6 9 Illi 1111 IIII IIII ILII Till IIII II!I IIII IIII IIII IIII IIII IIII Illi IIII IIII IIII IIII illi IIII IIII IIII IIII IIID;;" 'SII IIII IIII IIII Ilii IIII I � III II�CIIII illi IIII (III IIII IIII IIII Illi Illi Illi Illi IILI IIII Illi Illl 1111 1111 IIII Iill 1111 IIII IIII Ilii Illi Ilii � � ��. ;��:. � ,. ; DRAWING. 4 JUNE 29 ) 1990 jp4W TT i IDE E: ►_ VA 10[--A 4 WAL14 i E COVR E D � ES 12 1 A I, D E R **,/, 1"JN �.00�= OUT'-l NE t lr?LA. Q 0 7a �. > > �GAR��"1F_ C9 LO. T 3� ; I GN ow IJ AT F ��T TED - � I a l THE VAN LOM -- U�,IIT OLJTL 4JEr I KRAXBERGER PARTNERSHIP ARC HtfiE:fS- - - PLANNERS A.I.A. lip, ~� ; C� �• I��: L-� p � � � � �,,J ! Raleigh Hills Professional E31dg. I I 4455 S.W. Scholls Ferry Roald Portland, Oregon 97225 (503) 292-8895 wr Illtlll III III III III III � � � III III 111 rll 111 III III 111 III III III III 111 III III I I III III III III III III III I I I I I 1 I �I III I� { I , I ll„JII I II1 111 IIIII � I III 111 11111 :.. ,� _ ..�, ,,� ; . NOTE : IF THIS MICROFILMED' ! 1 2 4 DRAWING IS LESS CLEAR THAN - - --- -THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 99 iJUNE i T I I ( i 6 8 L 9 Q � � 8 Z t ��M �'" .. � • _. °_ _ illi 1111 1111 lill 1111 illi 1111 1111 1111 1111 1111 1111 111111111111 1111 1111 llil Ilii 1111 lllllllll 1111 1111 llll��, II IIII Illi IIII lUl 1111 l ��� III �I Illl illl IIII IIII LI•La ,lill IIII Ilii IIII IIILIiII�IIiI 1111 1111 llil 1111 illi 1111 Illi 1111 1111 Illi llil llllhlll ...,,•.,.,,.....��IMr �. iva-. -. ..... ,_.,,. ti. ..: .t•�l.o.._-_,., �.....:�.. ...M_..: ... ,: ,.�•.,F .,.,a-.. .. -may,-„rio•,w �•. `:�' 7`{ I •.17. T9(IpL',P�'�1yr'�"x°'. .. ,.,a_:.. 1 •�b�. . ...;J4>1�.....z .:: r.i•..wTw..- � : - t i _.."ry""",” .. ..� 7,►7f . , ..... r. .,,wWUWe.+► � 'w v na' Jw ..+�,w.. ,. ,fir, ryv.�I�r II a¢.�Sv�k�, ....... -. `fY .+c11_. .......:...... .o.k .__. ..... �. ro+-wb• ...i+tiala„i�. ,,. w. ���... rl_._ -. .-�+.....r.�.. _. :. .�� 4; 'K h 00 Aj Y DED / CAT / ONi6AA' RDEAPPROVAL $ /rNt7W ALL MEN BY rHEs'E PRESENTS : thdt OdAbI/1 /nvesfinent S/rVA MD /N THS" S. E. //4 SECT/ON J, T., 2 SR. / W., W. Me Co., en Oregon Corpordtlon, does hereby moire, e lab/;sh ary oF rlsARD�= wAsHlNeroNc9nd dec%are the connexed rrvp Of GAA/QDE PAJ✓ r, as oREeoN . Lr' descrl bed in the dccompdnying surveyors Certificate, to be APPI�IG►VED M/.moi �Q,�Ir t�=��►c/��A e� true and correct map c9n�d pldl thereof, ®�/ lots SURVEM9 SEPT, 1978 BY ARX 8 CHASE, /NCORPORATED c/TY of T/GARD beinq of the d/1ne1xs1ons shown dna d1l sti eels of the pL,ANJV/NO SAMA//SSJAN widt therein setforth and we do hereb dedlcc9te ' } G` to the use of Pub//c ds Rub/ic was thio er cy// public s/.meets shown on s81d mc9p, and convey trcl 'F" state of Oregon County of W6617in ton , to the Cify of Tigard. 9 I Roger MOMssen, Director of Records and E/ecfions do h reby certjfy OA/'fH/L(_ OIVVES T M ENT Co. tai t fhe 009ir;dl plat *es received for record on 71pedd Of 1j4 . 1978 ot_ 1� �12_._o'c/oc,�r . M., and recoroll n Re e io F// in Booft_ - of Records of Town Pats o staid Count . 9 • jjj Ted 1-. M!//cir President B � � ��_, � ,� _ � -�. . APPROVED T1'I/.'� j _D.4I' y / , Deputy wASHlNer ov COUNTY HEALny DEPARmE T , N e'erd/d til. Favtory G E l�/ E N TS PIAROVEO TH/S_ DAr of 1.9749 WASH/NSWN COUNTY SURWWR STATE OF OREGON j, a, COUNTY OF WA SH/NG TON C7 E4 BY BE /T REA41EMBERED: that on this P4rcJ�y of �4uoust 1978, before me e Notar Pub/ic in and for said State end County personoi/y dpedred . . Ted Z. AVIldr and Gerold M. Foy, who being first duly sworn, under �h - oath, did say that they are the President dno' Secretary, reeloactively, of APPROVED TH/S DAY /97S the corporation named and described in the forego ' insfrelment and that their s! naturets and offlcia/ corporc le sedl dff7xed to scald D/RECI�OR OF ASSESSMENT a TAXAT/ON lr,strurnent b9 dill?;orit of Its ,B rr� �oT' it t r Gil/ TY A y y od D ec o s are the free act and N SSiE'SSOR)WASH/Nerav cwNTY Off-led of sold corporation. - Z Ze' - Notdry Pub/!c for the Stdfe of Oregon My commission expires f August e, /.982 / APPROVED rH1s..L/�DAA'Off' /9 IYASx/Nerav couNTY Bmw or�/BSIIC�E/PS �'zz SURVEYOR "S CERrIFICA rE I, R. L. M111er being first du/y sworn, depose anc spy /int I have correc,f/y surveyed dnd Indr/red with proper Inonurnents the /ands represtinted on 1;o* c9nnexed mop of"6AARDE P.48910' /hat for the Initial Point of said survey • Iset a gd/vd►n✓zed iron pipe, two ir✓ches in . dideneter, thirty- sir inches I /onq, s✓x nches below the ground surfs ce dt d point in South //ne of Section ..�, 3 Townshi 2 South Rd e / Wes i// ,o qq f W amette Merida®n, i�as/�rr�gton County, Oregon, that bears N. 89"ds'AO~w d o scsid south /�%ne di.� n ng , a 5 tc9 ce of 861.91 feet from ffie southeast corner of sc9id section 3; Mence N. B9"sw 6lex-p , continuing a/onq sold �� south /rne, d d/stdnce of 331.27 to d po nil; thence s 6* 2S'50"E., dd✓sIdnee air AT TEST TH/SitDAY COIF' eC e-'+eib �� /97S 4. 27 feet to d point in The east /ine OrS. W. Gddrde Street (being4o feet V; /n w/dfh); the'nCe N Me.46'19" W dlong Said ed4st /lne d ,d/stdnce of 44.,31 feet � D/RECTOR OF RECORDS AM F.LEC TIONS to c9n c9n9/e point` in said ec9s7 /ine l thence N. 89.56'00'W, d1ori the north /inep (cwNTY CLERII!) IYASH/N6TON cowryof sd►id S. W. 6mrde Street, d distance of PY-t v lbef tofhe east line of S. W. � 110th 4venue ; thence N. 00 18'00"e., along said east /ine, d distance of jA6.30 feet to d point,' t hence S. 89"42'00~E., d distance of 319. 64 feet to a point; thenceBY ••� N. E: 18 00 , d d✓si,dnce of 276.26 feet to the south line of The du/fl recorded r: . p/c9t of F,4/RHA VEN COURTAras rnonellnented l,; (hence �S'.A9"35'42"E., d/ori Sc9%d south 11ne 4oz 4e feet to c9 found 3/8 inch diameter iror�1 rod rm9rNir� the southeast cOrner of L0/ B, .B/ocA� 6 of said pAd ,thence N esu"4e'19'9E, d/ong dforernenfloned south line a d�sfdnce of 4yZ 0e t et /b c9 oint• thence I o` 27''YO'W.,, / . p 30 eoving said dforemenf✓oned south /ine d d/sTence of ,?45.57 feet to d oint; thence N. 89"42'00'v W-, d odlstdnce Of 190.a6 feet /o d )Y oint; thence o" 27'.70"i ! d distance of 276. 67 feet ,fo d► polnf; (hence s. 3e"52'e,9" a o'lstance of 204.02 feet to the sfa to of Oregon pont 0/' eginning. County of M&hington Ss• I, Roger Tho✓ &en, Director of Records and E/e coons, do hereby REGI 5 R E -- cerci y that I have con'�,oa�red the within p/dt With the original P R o F E S S 1 o N A � Registered ofessiorx9/ lana Surveyor of Oregon Na. /648 thereof, tlot the same %S a full, true did correct copy thereof, as LAND SURVEYOR the Sdme appears of record in P/dt B +ole ��- ,odge _ thereof. QSubscr/bed cirri sworn before me this 61h day of sept. 1,978 6►�/�.. r De uty J Q OREGON JULY 14, 1 9 7 8R. � MILLER1 6 4 S No fdr S y Public for the tc9te o for egon This Mdoing is an exact copy of the original ,plat. , My commission expires Qcqusl B, 1982 SIDE 2ofZ t F r 'f lil I � � Iiil lil lil lil Iii I I lil iii lil �s VIII III III iii lil lil III iii IIS � yi lig i I iii III II _I i i i � � iii ( ! I I I I I I I I � I I � I� i,I I NOTE • IF THIS MICROFILMED' 1 4 ( 1 1 1 DRAWING IS LESS CLEAR THAN - -- --THIS NOTICE , IT IS DUE TO I A1:r. I„ S1 MA TED /N ME S. E. 1/4 SECT/ON 3, T. 2 S., R. / W, W M. ary oF rleARD m wAsHlNs7vN couNry oREsoN SURVEYED SEPT, /978 8Y-MA/QX a CHASE, /NCoRPORAn"D ,.... \ Fi74x18 /. /cti�o ��, r.; t•� i�l ,�; :•' O r V' Rte, %' .� •{ r •r- r: 3�8 \ r •�. �• N o T E S W. �./9 �. �.•• , . j �, z, p. '�,p . " '� f sloe •a o 518 �• r. S. 6�9 .�S 2 e 4►O ` j �@ 0 GA A A7f)14 E PARK 46 d�.7 44. 44,7,S 44 7,f Q,80 N •4B* r�D"E. .�'/.AB F /. S/B~ x 30• /tory Rods set of e// /cit Corners 65 44910 4•x.90 4s 9S 40 74 I c� dnd Curve points' except d3 n0fe(y /0 � s rm Orein Easement I � l o -a - dentes iron rod set) I 4/e g • M Tr N " - /-A. dcts d thry E are & be owned and flVint4ined by 48/448 for the beneficid/ use ti q ° rdeK Horne w °f off, 34 \ 33 32 3/ b 30 ° b � a o Hers .4ss�ac�c�tion, PS ` o ` o, ti '. � � � P9 . N 28 . � 27 � ` 2B � � o � ni a c o o p N � 24 23 a, I Z Xhal s 4/v 5 ft w/de l/f1//f E y d 4.70 44.70 44.7 44�.75 J44-60 44 B5 4 y �se�»encs nn d// 4.90 44 91p 44.,95 44„90 44. D 45.2 (rant, rear dna side /of //nes exce pt m noted. GARDEN R D s °42'00"E If/. EH p,4 s. 89.42'0.0_~E. R� T R.! C T "p• f' I hereby Cer"i I/W this frc9Cin9 is tr - - --- P / exd c f d ue c�nd iZo.00 :- RYA TE STREET 29�4�.Q4 aV copy of he or�9/nc�/ P/cit W 50.96 iso 4�e 50 " "'• � SCS/�t /"=SD' lot @448.50 46.50 49. : 61..910 32./0 /9 F � i CON @ K. % 17 o % �; o 20 0' I 2/ 0 22 F • 35 CZ�c .36 Z Z L� ,0009 I C8 F • c -p4d M 10A . 89 42 010E 51,9• •�� N. B9 Q2 OV"/Y. S. 89 42 Cap"E. ea lz't 70.00 7Q OrJ 62910 7Q 00 34•,7/ ��O h 15 (-} a o o �s S • � W W � I F °' � � w ,� b CURVE I W a (n 37 DAT A ch S __ _ , •p $ 0 ° .0 $ N 25 25 /0 �, l e- 9�0'/4'00" • Q� b p _ O N •42,x, O O O7 e 1002347'v 0 43 a 42 4/ a 40 o a 39 h 3B ��_ /42.9 h R,. 2Q0i0 R= //0'.W R- M.-00 t/0 ft• S T= 2Q08 ^\ N o � _ •� c9n. Sewer Esm t- �, L• 3i 49 - 9• T 48•/2 ,\, I �j 2 I •+. L / 96 4- 85-56 O Ch- 28.. TZ O/4 44•,4,9' ch X9.93 " ch- 8/.00 , WIN. N. 22 42 /O N! S. 32 S8 S6 IV. G @,d De-53 2i /8' 015 ,d- 24.38'08~ 7a• 70.a0' 69.90 R= 20.0�o R- 20. . � I 70.4+0 _ 74.04 � �' R 7x010 7 T' 20•� T= /D.05 T• /6.38 I _ _ ti s• w O L= 3/.42 L- /e 62 L• 32.25 W. 89' 42'oo"_E_----- �T /ADEN �,,aR� N 9.42 000, . �� Ch= 2B. Chs/7.916 ch-,32.00 Q - ---439 64 -- 5 N. 45 /B G1D"E. N. /' /3'26" " ♦ -__-------- - -- - - ---- =�---- - /05,94 '� w. S 77.58'58 w ♦ I N 6 � I ® Q-dwJ1*55M* Td- PO 49 Jo @,dvq0oC0,00, I dIQGID r - O R- /25.W R= /PS alU R- PO Gi0 0 �. /ooac 30.40 _'" /0400 14 �,• r• .u. 76 r, 0 22.97 T• ZO.Gb L= 6,9.86 L= 45.44 4- 31-42 w I c3 h o ch Q,s'./9 ch-?8.2e : W N. 74 20'//"E. N. /5.02'23'"E. N. 44'42'00"N! qj • / h .� ` h R F h N. 89042'000If! @ ,do /2/ SiS 39 @,d= 4 19'J5 /7 d- 5805/'/o" • ((.... O I �o °�(,� ° o 107.45 R= ,2 0.alp R� O . (�G V I ` . \ r R /15W R= /2V.00 R• ssssQ�." + • ``� l 6�� T= a. Gy T- 4.72 To 7r,-S/ Z % 1\• a, + W QW fns L 42.56 4v9.44 L= IM 40 c I , 10"E. - o - Q Ch= ,71,97 ch=9.44 Ch=/2P.8i S5 p Q �.. - S. 89 42 E'. s. 89042 00 E: �J /O ft. SYbr�! Qrdi/� EBrn'f ;,/ N. 60 •Y'5o"w N. 2'2�►, ,. " 1 ,6 q X /OO.AO QQ /00.00' s /O/.010 s - -- - - -._- ��. . ` 48 E. N. 60 /6 2S IK yV 5.69 42 ! ----- -_._ -� - $ � ^ _-- __ . 5 d• 28'/2'04" /l d-3/• /B d• .�2'.'�S''/O" 9a32 80.010 o $ !0 ft Storm Ora/n ism t g � O O 4IB SO g 910ta0 o 0 o R K, •�• R• //0.00 R- /2S.DO R• /24 GID S. �9'4P'010-E ` $ I c� $ !� �� L5� T- 27.63 Ta 34. T� . 6. 93 O 6 `) ? � /Z 4 ' CT ( V �� L= S4./4 a S L- 7/•62 � S $ o A � D� L 6T.9S' o a p 0'o- T R 5e+� ,�o ch:53.60 ch= 67. /2 Cho 70.84 • N.4/'5446"E• ' • I � P. N. /3 8018'02 111 N. /.S•/6'2'S'M! t N • • 2 � 4 �' � S. B9'42'GID E � 17'48'17" g / _ /00'.00 r0'% R= //0.00 0/y o �� _ //5 ap ... •S. B9'4l'� • ! •• •� -.� • 00 ...3 av• - R 20.Gb R- /00.00 ,��• I Z -- T. / S.410 -�S. QZ W E. //a_A0 W ' L /7 23 T- 36.46 Ts /00.00 ____ � + GnE + L- 34 B L- 42.29 15 wide W �Sen/fory Sewer Easement L= /5708 , Z� • F(1d•� Ch=34.Gt5 Ch-3r4. Ch- /4/.42 7 C4 OI.R N. B X Mw ! S. 2,9'43'35'"1 * " 75.40 -.e.�l---- / ° �j b 8 'h /3 ;• os . 5l8 N. 44 42 a0 N! h N o h 3� I��e - N DediC�cl1`ivn o `� ^ se N T p Od• 9b 00 A0' @,d- 90 M CO N. 6r9 S6 W"l�! /7/.;1'/ ? �a ' r''u qc'��,.■,� 5' (, P�" 1,P R• 75.00 R" /G�f,7.G10 ----------_____ � 43.54B .� �,. F ti N x � r• /ao.010 - - - - . ' �'6►0 99. 4 //5Gn f 1 et Z I/2 �'P L- //7.8� F �. W Q.4/Q1'4DE 618 - �� e,, .... ,z.�9 /4 , S 3 _ , L= e cs�. - s 6 , , N e9 se •00"�• ... - - .__ �,n./ae:o�, Ch /4/.Qz C e �' 'i.,9 .�",�/. P7 N. B9 Sib I1! F � � '� �27 � F B6/.9.� i .-- N.44 42 CO"'N! 8o/rraofdry from survey from/ Jerry Mss/s survey a�tt 4-/0.78 c. /r,�,��) !0 !! SIDE ,rt^ Y' r r. ...r - _ •', 31'..x... III 111 111 111 111 111 X11 � � 111 111 111 �' I 111 111 111 111 111 111 II ! 111111 IIi 111 I I 111 111 ill I 1 ' 111 ' 111 111 I I I I I I I � I 111 1� 1, III , I �� 11 I 111 111 1111111 111 111 11111 � : -.•- , . NOTE : IF THIS M ICROU I LME D 1 4 + 1 1 1 DRAWING IS LESS CLEAR THAN ----- THI.S NOTICE , IT IS DUE TO UNCRAL NOTES GLNEkAL �• i . These notes are general in nature and are intended to set minimurn standards ror ��.�� � �• construction . The drawings shall govern over the general notes to the extent � ` HI shown. 2. The Contractor shall verify all dimensions and conditions on different drawings and in the field and notify the design agency of any discrepancies before r proceeding. P . ..;.. ! spection and/or ,lob supervision is not pro,ridod by this design agency uniess •r — -- '".•,, .. ` Y+ 1:: -'. P l s ectflcally provided by other Contract. I r . ._.-�. . .. 3 oI, �d� c;� ual �rrl,; �e:w 111� ,I;,,, •o ..- IIA Cir, •(' ♦ 4. Contractor to provide all necessary temporary support for walls and fic. -rs prior to completion of vertical and lateral load systems. I Qg„ U STANDARDS compliance with the following codes (latest edition) : r 1 . All work shall be in strict c --- - a Slocal tate .nd codes (verify with local building official ) . b. Uniform Building Code. t V ` c. ACI, RISC, and NOS. I Q FOUNDATIONS (Design soil pressure 2000 psf plus tin increase for each foot of width 4 ♦ t I' over 12" but not to exceed 2500 psf. ) � � All I ,f- •*.• 1 . All footings to bear on firm, undisturbed soil and V-6" below final grade. •rye// i _''� i ' I ` ; ` 1' ► - Notify design agency before proceeding if any unusual conditions are encountered f 1f 0 cJ 1 / 1 ► /� in the footing excavations. 10 • ,'4 ♦ N 2. Oo not excavate closer !Mn below ow footings.n a 2:1 s1 _ , ,./ � -_•i- / -l. i. 3. Clean all footing excavations of loose material by hand. 1 V/ CONCRETE IY us i1, i/ !! h/ I•r I�-- / 1 . Minimum concrete c / N oapressive strength to De 2500 psi at 28 days. Minimum cement �/ ► / �Q/ �,� /_..�. • ri �content to be 5 packs per yard. AkaxiwA slump 4" except exposed concrete columns -'. - ( --� /rrs1uap not to exceed 3". - ' ,.. 3!?. Place am cure all concrete per I1�I ,:odes and standards. 5 3. Provide keyed control joints in all slabs on grade at 25 o.c. eack-ma, Maximum. I I �. �, 10 � Provide heav / premol6ed expansion joints _ 3,51 ,�, / ,01 / �� �/ / ' I I / / CL y (3/4") tooled joints at 5'-0" o.c. and 1 2" at 30 o.c. in all exterior walks and slabs. l REINFO LNG STEEL j / a• 1 . A11 reinforcing steel to be A-615 grade 40. Melded wire mesh to be A-185. � � 1 � � • _ 20' � 2. p'.ce all reinforcing per ACI codes and standards. 3. Lap all continuous bars 30 diameters minit�e . IF i 11' Al 6J �c' Q — � 126 V 41 to th j y<..• (. •{Y-C X23 ( K 2'�1 i '�.•f, +>� /' \ � IT IZ•IJ _ r 0' ___� t \ IL 0 W eal i2"..V Q — I �' I �• 1 �� / / ( X11 ( / �r ?.t RL loop 4 1Z rr Cl 10 11 ,Z„ •� � ° j jn' .. ��� _ IPI►- , �! ::�� � � «.,.e� (� / 7. 4J civ p 'T' 1 GSR E N L k ISO 4f * rt. '•'- —'""" - `"' _.,,,:,..ter:._ ' -- 4 �'� ,- .:�. / �- f 3OI -- lO-7�-- �I /'' �,. .jam , / 1 .. ! .. .. 1WCL J MJ - -^-- -- Y �` '"' ;'/ A 44 LOT ��DUPLEX SUBDIVISION ° � I& �4 � �3 I 15 A UNIT 15 �te", Pr, u-1-1111101V ,.� ,� _ . - NOF T OUJ .� i c * / E rim (.D V) U LLJ / ~ , 4 I _ �,� �i - - - - I EXIST _RES - - - sc ole � = 40r 1=' 7 J -° /� ��,J .-. 0 13 � ,/ /. N, J 34 TOTAL > U ` 1. $' -\� --fir o (� /�__ - ���- ���,:<� F, 14 _QL- IIPMCN� z a. w. gaarde / _ - Q w000--- ----- \ ,/ `� v 2 �ae-61eAw. �7At4OaV_v5 . M.� W I - i ZZCC Gl,ir^6is�c M/F 420•cw 1 . 1 r r Al lumber species and grades to be as follows: � � \ � x 6 � , ah�,T M/r 40l coo � r �i..l : � l 3 - 5 KING �►NIMdi.S - C7Re11i -� ®i• - �, ,5. Gi Ltlm seams : Douglas F•ir/larci, ess other nloted. F 24011, exterior glue, / � � � � a. Joists , beams and stringers Douglas Fir No. 2 cambe i/2 x D.L . unless shown otherwise on plans, AITC Certification. / /\ �\ l Y TGC? .O"f 6oNve,�,c It'd / I Z D )NIT .aW f► G' .T Nl P I w vGYJ O A'T' E 6" nom.beams and stringers Douglas Fir No. / / \ , b. Bucks, blocking, bridging .and misc. Doup Fir or Mea+ Fir No. 3 ;� TURAL ST / // � \� �� � / c. Studs Doug Fir or Nem Fir "Studs" 1 . Al isceIIAl s steel to be A-36, fabricated in accordance with Di SC . / / / �� \ d. Sills, sleepers, plates 6 nailing �•� _ _ 224 _ FXi5TIr,5 G2ADE 0► 70,J R5 blocks embedded in concrete Pressure treated DougFir ! All bolts,"to be A�••907. r � � ` �� �/ rl '2� �I_ .v I i AUG• '78 e. Posts � � �� 9� r=1NISFl Fl-0o�, _ R•'� ONS O� 79 Ik►u. Fir No. 1 3. A welding be with` 6OXX or E70XX electrodes in accordance with AW,. / ,� T f. Decking 2" TH MMleilckl Select Grade. For - span over 5 -6' Two-Span continuous. All other same or simple span. (No ,joints between supports. / 2. All joist or beams framing into (not bearing on) beams , headers , or �,irders shall \� 'N' �` , be supported with "U" type "Simpson" or equal joist or beam hangers. All post beam and post footing connections to be made with Simpson post cap and post base . 3. Block solid between ,joist and rafters at bearing walls. Crossbridge at. W -O' max . � � `,/! \ .� \\ !/ �\`// (• O.C. at x 12. / 9NEET NO. All plywood to be standard grade with exterior glue. Minimum Plrwooll nailing 8d Cox. at b" o.c. at edge and 12" o.c . intermediate bearings . install roof and floor ! \�.\ // / OF sheathing with face grain perpendicular to supports . Stagger joints . PIywood 1 .D. inMx far -flours d f 6 5 ilin le. �.flR,�M11 CM1 C, ft • War viiiisilimiel ._..... .-_. ---- i .�, �,,,t ' ra:..•p..ny,...1rM,�.�..� afM1/•IYYI ..... III+II111III1I1 IIIIIIIIIIII ' I Illlllllllllr I IIIIIIIIIIIIIII Illllllllllilll I� IIIIIII�III I IIIIIII III III 1III1I1 1I1iIIlII � II �� I�III�I IiJ1IIIII li 1 1�1I1 �1 I�III� I 1�111�1 I�I Mall �.:. ,.. NOTE: IF THIS MICROFILMED Ti 1 b I 11 I DRAWL NG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL fl,1111�111 Z LZ Z 4Z Z Z Z iZZ6>I 1 GI I T L [ I L 8 t !ti SDRAWING. F,I,,,, ,ii11111 iiiliiii i i I , i,, ILII �� ilii►i ii iliiii iiiiliiii iiiiliiii iiiiliiii IIIIIII I•�IIIIII iii VIII IIIIIIIII , IIiI iI I IIIIIIIIIIIII II►IIIi I I,h�I VIII ti � ulllllllllllll��ll Il�lllllllllllllllllllllllu IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII u � E ,. per,JN29 1990 ' 1 r • / t � GENERAL NOTES GENERAL 1 . These notes are general in nature and are intended to set minimum standards t.,r construction. The drawings shall govern over the general notes to the extent shown. 13 '1�,,� PROVED FOR CONSTRUC N ` 2. The Contractor shall verify all dimensions and conditions on different drawings I y CITY OF TIU��RD - - and in the field and notify the design agency of any discrepancies before PERMIT N SItC ADD>,C proceeding. - S:--Inspection and/or ,lob supervision is not provided by this design agency unless - 1 tY tL DATE �'Sf1�. • specifically provided by other contract. 'n i i 1 33 2-71 28 I L 151 ++ I � \ 4. Contractor to provide all necessary temporary support for walls and floors prior �n I + to completion of vertical and lateral load systems. COQU AND STANDARDS 1 APPROVED FOR CONS i-RUCTJON 1 . All work shall be in strict compliance with the followingcodes ( latest edition � CITY OF TIGAkI) a. State and local code's (verify with local building official ) . li t ,' ,� 1t� A �1� ~' I �' b. Uniform Building Cods. 1 Ct 2 l 'I I EI?MiT NU.. - ,' TF .4C7L�RE=SS c* ACI, AISC, and NDS. 1 , I * ►1` , h FQUNQATIONS (Design soil pressure 2000 psf plus 20% increase for each foot of width 2�' 11 \\ �' 2O I ,E3Y TITLE_ DATE_µ I I t I over 12" but not to exceed 2504 psf. ) 1 . All footings to bear on firm, undisturbed soil and 1 '-6" below final rade. ;��// ! 1 , I 1 ► =t',: I - I ( ~ W JI Notify design agency before proceeding if any unusual conditions are encountered (` �� 1 ' rt /'/ 1 / 1. 3f--- in the footing excavatipwes. ! 1' I N N 2. Do not excavate closer than a 2�1 slope btlow footings . _ � -- - -- � - _I -�-- / -__ � „ _ ' �_ _. .-_.__ _ . _-__ I � _-� � � ; �f� N 3. Clean all footing excavations of loose material by hand. 1 ( / �/ I 7 CONCRETE ttiJ N i N NC`i .��> / /' i h/ .'� -- / +� i N If 1 . Minimum concrete compressive strength to be 2500 psi at 28 days. Minimum cement content to be 5 sacks per yard. Maximum slump 4 except exposed concrete columns -' --_ >�.__.._ �i,�, ri,/ �� T �� -- _ I .I -_y , o s 1 unp not to exceed 3 ��-� + ' ✓ , , -- i , - r 2. Place and cure all concrete per ACI codes and standards. �� + `' ' /� , I I / �' 0 LO I ' I -- � > i 3. Provide keyed �:ontrol joints in all slabs on grade at 25' o.c. each way maximum. � � , , , , �` �' 0 a Provide hear 3/4" tooled joints at 5'-0" o.c. and 112" I I �� / 0 at ( 1 ) / premolded expansion ,joints I. 1 .\� n� �/ 30 o.c. n a 1 exterior walks and slabs. / / C REINFORCING STEEL / \ .i, r I a 1 . All reinforcing steel to be A-615 grade 40. Wded wire wash to be A-185. '" t ,� ' / i 2. Mace all reinforcing per ACI codes and standards. 4- in I I -----� N 3. Lap all continuous bars 30 diameters mint um. " ,// 11 '/ � / ,I ' " 19(P., I ��� 1LAI - - -- - - --- - - -- -- �1 , M �)I�U 07 ALL 9 . • [,nnix '�Q I 0 / \ • � 10� 14" 4 ,� 3 4 >J 41 \ 40 Io Io ' 39 i �oj� m S ee „y , 15.1 r_ \ \,7/ T l T nq w 0 / PUAL..G �.� . _ . t 7 1 1 Y. Date U BUILDS (' :.P.ti" . W z Date ' W C Q Lid, I w ' 16. FIRE �. I Date �. N . __ �` TT • / / NJ 110 1]4 '�� r •x•,14 20 �, I ,.-o 71 9 / / DX - -- _�'• __•_ _nATE----- _.. _ a _ l4" / Q ' 7 w rLL f / r ✓ /1./ i ' s d t: tX • Cr 0 , - 1� TIG �4 �� CJ E IV o t R G r 14 �- IHI 6 I'z11 I4 / t �_ ' 7 _30 ion ,� r' ►g' M,,,,H1,,,,, °14 .. .. .. N in A 44 LOT DUPLEX SUBDIVISION 0 - � 3 /1z•R �!,..� CONSTRUCTION Fpi;2 ON sr ' _...,: - >` - -� T , t ��f // \ ,� ��. APPROVED OF TIGARD 0 / / / -�► 4 • SITE ADDRESS__ ou ✓ // / / 5 A U N 1 T �, - PERMIT ►v0.,_ �--- ` - Vit.. TITLE :-___._.-- 71 6 � 71 . - . -__� , 1 v 3%- 11['sttng , P 1- , / • - � .; \ f�__ t ,/' `�_' �, �_► 'N 1 NAA T =Le IN k \ 3.� -? � W = F- 0 • � c ( �- �J 7 E moi._.t Qe! IW W UJ UJ 7 EXIST scale 1 = 40, LU 7 ' e 13 // `� 34 TOTAL X F-- U Z WOOD �w W� garde Sires v I'I,A`I'C►2CJI�NC�_.--�Q� IPMEN't �/ Q Q _ .\ � / / �/ ,^..\ -- --•-- -- - - -- .� �,V I - ''7GG G1.111'3� - M�F Go2d•CZ'X� � 1 . All lumber species and grades to be as follows: / ^ 5. Glue,-Lam Beams : Doo las Fir/Larch unless other noted. F=2400, exterior lue, �, \ x 5 K!NcraNIM4L5 'd F . I �rJl7 / alOOo a. Joists , beams and stringers Douglas ' it No, Z g g / /�/� \� `� I ' ? 'm �ory°mac 2d 6" num.beams and stringers boughs fir No. 1 cambt 1 i/2 x D.L. unless shown otherwise on plans. RITC certificrtion. / / �\ �\\ I Z OAT E ST TUBAL ST / / / b. Bucks, blocking, bridging and misc. Doug Fir or Nem Fir No. 3 / r, _ I O c. Studs DoL Fir o;• Nem Fir "Studs" .1 • Al iscellan s steel to be A-36, fabricated in accordance with AISC. / / d. Sills, sleepers, / / ' �� /-� �� _ 224 EXISTItJG Gf�ADE COIJTOUf�S plates f nailing Ing / ( / � _ � r � � -19 Al 1 bo 1 to be A- 7. r �/ 1 r I A IJ U, '78 blocks embedded in concrete Pressure treated Ooug Fir �, / >/ � ,� / ,209 FINI�►� FLOOR EL.E�/A'(IONS - __._- e. Posts Doug Fir No 1 3. Alt welding o be wit 60X1< or E70XX electrodes in accordance with AWS. // ,/ '��' /' f. Decking 2" TU Mwlixk, Select Grade. For -- s?an over 5' -6" Two-Span continuous. �/ // /� APPROVED FOR CONSTRU!;iIr3N All other came or simple span. (No joints / CITY OF TlUhKO +/ 7 between supports. / /, J` / / Z O 2. All joist or beams framing into (not bearing on) beams , heiders , or girders shall i be supported with "U" type "Simpson" or equal joist or beam hangers. All post beam / �� / � �,, F�F_i�'1�rli I No. �" _ SITE ADDRESS P4-.I�,P/ and post fcotiny connections to be made with Simpson post cap and post. base. •� / , / I - --_ - °''G�' Fj Y ,• Block solid between joist and rafters at bearing walls Crossbridge at 8' -I►" max. \`�\ \`� ( � �� \��\ \�, �� J I ,��� Tlrt+E -- _ DATE&*-a-2q o.c. at 2 x 12. 'l l -- -' ; B H E E T N O. All plywood to be standard grade with exterior glue. Iilinic� •plywood nailing 8d i \�� // / com. at 6" o.c. at edge and 12" o.c. int'armediate bearings . Install roof and floor / / / O F sheathing with face grain perpendicular to 3fyports . Stagger joints . Jlywood I .D. in f floors n f - 16. Sot milin schedule. NJA•'1• MA r co a �gv r+�-+r ��,�.t_ ..u� �rr•e: t: N .<1: rYW /+.`F}PW�'�Ip I. w .r... � •-gym:. '.�,;y„';••iiM'�! . ti ,. 1 ' _. .1�q • J �. I_.., +> ++y~ f. . � .„Vii►._. 'y , nwalwWrr .,...-. 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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�llllli, IIIIIIIIIIIIi II II II IIIII II �IIII I i ' I I IIII II III i1 I Ii I II II III II I I I I III I II II I I II I II I I I III III III IIII 11 111111 III II IIII III 1111111 II IIIIIIIII 1111111 II IIIIIiI I11.111�1111 � JUNE 29 ry 1990 :t ,._.. ... _ _. _. _.-.._-_. .__. _........._w,-....•..-rte•-+'�'_..�.........-_,....._•�.-•.-.._.........-+�,..,.,.. _,,,,__. •rw.�w-"+..• ir..:■�...r�"�.�/+.��r ------ --- - - ■ri.ww".�..�awr .rte...,,■,.,.. r . / VIOL `t-)*-.L ACT^ C+RCt"Rt' �T ElmohE��Ef Ct'a"(�►a�3 CC>`�.%yC•R►A �' eR �,+.ate Ff FR�5�.�3. 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