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7070-7080 SW FIR LOOP 4, i 44 I, 1 �•.S�} at" �ql r m �1 f t' t.. -! ` I - I - up i0 it , ! stor. i til N v 1 _ I o o o7-777 _ - r ZIP i i lectric women ) '� r • L I7= - df L �SKI -T icy ' N• A%5 Y" -� W`° I 2'- wl o a - _ + GN 60P)SY IDG M 1 0 " p ! I I fe i stor. 0 IW- 1 d �� 1 NOTES : ,4 0e,A0UNTA&L-E wc,LL SY13Tls� J 5, GYPSUM W, L _t�TR,A-wAL_LK SPE II v rv�(Ll 11 s'rRAw '� 3 5°foo - --- .. — K4, JZ.E' G.N00, 'TKIM; 5Tc 42 , 4'7 w/ .5 ONO r. 43Ww '12No & - / J �—` AT-fGNua110N iNryiul^ err- cNZE 4rNoL). Gn001z, rzrz�e.'5. r aoRe! Ao.wc vG►.I R MZ1,11UM CbRAt7E, PI.A,NE-ANSMAD 0444.- C&Lwc>Jn 0-3 cOLC7r AVE-1'8FZµAU"lBIC -0PG-1 cvr. BQU41. - fmc>v1� FIRST .NATE BANK �� l 15 _ Y U 0 /AIN, L-APyCL 1&1,+F� SPOwN. I � )[. SC?U'6 L.. - OIL. RUI?•P eC; GROUND FLOUR PLAN �� PMONZe' FIN^A 717'0, "3LJID/AIT Sawec JL s, GD•RPi%T'TENANT '�F/-Y.=� dNI�Y : L.hND��9 '�PCRENNjAj_ 0 %':'iI �� CRIW uNv =L-oOR : X 583 ^601,69115 cor IMK scale 1/4' - 1'-p" north revisions SECOND r-LGI�JIR: ! '3&:t TF�GbE5 J�12C��vN n Fk J06b9, r-LoPx C-0\1e No 154-, `f IGIN 11� /AAS' \ t:x►5T1Nc v UPLZX o uTLGT �L—�7 � ✓yE�v Du p�!✓x ou-rLET Building must be completed rE�..EP►+4E according to city codes and f;nal inspection made before �, • CAMa4r- 15101~0 1V •\-rr-N Ex-r6M10R, r occupancy. Fi-UCOFZ ONS �9TA1iL5 1t^IGWv1N0 �Nt7rNG�a ' �tJEN-� F'� GCSTS 1N r7 �N��NT wRt��t� , 12 flE tyITY OF T1GAR0 Project ' c�F -r�Nc*NT �r•�rtov2inl�n+-r� FSL-D scale f ; P-hArsE O6-ac_ - ,:' %AVT 44 G1X7f2S APFIROVED FOR C(-)INSTRu(.,TION CITY OF Tlunkf) date 3 'S-bl PERMI ('0 SITE AWRESS. I p 76�hl sheet number DATE��Tllf� C2.00...OW.uM.Oft NOTE. JF THIS MICROFILMED DRANING IS LESS CLEAR THAN _ll_l_l1l � I_IIIII I VIII 1 1111111 I Illirl 1111111 I 111_114111 I_III111I 1_1_�_I1`G1)1 I 1__1 11111 I(IIII 6�I III_�III I I_I_I_'_�_I7_I_I�I_II�III I_V_—III 8�I �__��I � �i��_! 1L+1�_�I_111 �_�_1_II b I Ilillll I 11111111_ �1IIIIIII I III 1�I I •., •� •,�,."".'�""°'�'""I."""' y � _,, ,,,r,�;;�'""""`" — THIS NOTICE, YT IS DUE TO THE QUALITY OF THE ORIGINAL T- - - - 8 Z L L Z 4Z Z Z Z IZ Z 8i i L t I I DRAWING. IIII Illl�llilllil�llll IIII�IIII IIII�IIII IIII�IIIIlIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�lIII��,"7'111 I I� I I I IIIIII II IIII Ti °� s e I `'► a � ► c L ilk IN I II III IIII. VIII I Iil I IIIIIl1111111111111i1�1IIIIIIIIIIIIII�II IIILIIII II,IIIIII lilllllll IIIIIIIII Illllllll IIIIIIIII IIIIIIIII IIII�III NJU29 E19 90 �•i I. t. up Z�! ator. . (0 I Y+ LL LLl I I I �J LXL I I i � � I h. �r �� C " I rnen - �.... . lectrl women I I I df L IId (900 k(D 0 stor. FLfL - -- x I I HF-Vv l-OGG.Ti ON Wvi 4 ' -- RMcS55s1::) 6Jv41• FIxrJ►7G l r-?cI'9'T1N0 ZK4 L-004T �x 14T!Nb C•�dTi ON c� A" CL.69CLaL ^?-40� N.,Ac woR,c TO REFLECTED CEILING PLAN 'IA � F�R✓�OIGJA/n�D IN GO/hPUA.NG�. V�,/ITH �4�1..L.. coved3 -ro �- �Pr'4►cd.►µ.E '. Gor+-r�cTmR f- A-aR+ S-BUIL-•�O �.Nfl �UIb,�IT .•,� GROUND F To aRGµ-Mo7 ?Rcwlr-t �w+�HINr� aT FLOOR PLAN A)-u. RLY>/A5. scale 1/4" - 1'-0" north revisions Project i scale! date 3- 5-81 sheet number i✓� •moi � � / i �" _ _ _ � _ 4 ." 1 , v (� _ � '� M✓ '�s�r�«.rte- '�.f, «.�. III�III IIIIIII IIIIIII Illli I III III � III •r I III III III III III III III III III III III I I III I� I SII III III III III� I I Iii � III � II ijI i � i1!l�li I IIi III IIIIIII III III IIt a NOTE: IF THIS MICROFILMED I 1 I I I I I I I A I I I I I I I I I - I I i lb I I 11 I I II DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 8 6 L [ „ ,. DRAWING. IIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�III! IIIIIIIII... IIIIi �Iillllll IIIIIIIII IIIIIII I�i��l Ilfi�llll IIIIIIill�llll�llll IIIIIIIII�IIIIIIIIIIIIIIIIIit IIIIIIIII IIIIIIIII�IIIIIIIII 111,, IIIIIIIII IIIIIIIII IIII�III! JUNE 29 1990"'F ) N ?.r W3 T ------ I Lo I I -PURPl wcvui,-,v FLICK L\R _INV � � rlJl.' P!�Ir+C� T C �G6L. � F°If'INd ,�. T .f/C ��r • ' 'k'W;Tc.�l►.I f� I.O�i�TIUN ell-I 4 K I • ' I - - -�'-ra"x FULL �iC1-t• I Q Cc 1%, C' a I • `I AA A C O� V+ ';IN iL .V/ 1CL4 �'^� D•HD ZP�.F c3e -` _ ___ __._.__._. I i u 4 I Co/� I ��ip. I C� /d• Lh. 2 -i SwL� 11211 - ► -oll �, � ..'.J w fS 1.1.1 LL 5 pl N 1411-4 OF15 -CI L� Rb teed) ftZs ZG W10LIze 'r`'v&L ou1� FIRST STATE BANK T--- -� - -�-�- SECOND FLOOR PLAN 10 y+l' scale 1/4' - 1 -o' north revisions 1VI Rfc &L-ACA -/n I Srri 14ri 1 I W I R 19 COLA• 0A - PDL.15 E11-D rtu Ftc_lc,�01- �. Project 5c4o.LZ 3 ACEI@ --- ' dSit® 3 -4-401 sheet number r l l l ( l l l l l l l l l l l l l I I NOTE: IF THIS MICROFILMEDv `1_ 5� _ l l 1 11 1� r DRAWING IS LESS CLEAR THAN `1 l l b -- 1 - L--- J THIS NOTICE, IT IS DUE TO --�- THE QUALITY OF THE ORIGINALDRA £ 47 Z LZ Z 4Z Z Z Z TiZ Z 6l 11 LT l T l l I II L 6 1B L I 8 9 ► r,,,illm Z THE I NG. iiiil�i�iiii��ii� J UNE 29 1990 •Iv.74' K- A MUM IN SIDQ N N ilia"! C wwrl AR Jx7 x jf ! 1 I I � I U J-) t' �---� L9 0 o 0 0 �1 - - IyGW LOGa-r10H - 2x4' KRGL4'9r� t.IGNT FiXTUR� ExIe,TNv ixa wvµT — - _ FI'KTURC TO ICt/hA1N i T$' BXid9TIMG Locwk-nON OF _ �ss� 1.i G H T'j TO 6t R�►..CiGo►"Tl�Z7 0 A*.4a 14%,/A•G Vvow c -Tc7 Q t�L PCR.FORM IN cq�n p1.14r�G� w ITI•; AL a_ 1 , r oPPuGC.P L8 Gc71'�6�✓• cvN�L�dG?C� 'rO pr•�e Pig�� 'los-exp I L.T�y" ,o.N v ��✓N T �.�� .•.�..__� TO ARCHITwG"T Pt0V1t7C AT REFLECTED CEILING SECOND FLOOR PLAN ` scale 1/4' - 1 -U' north revisions i project scale deme - -8i sheet number a low .tC` 'I ,..�R1ARI:wrraRrw .+. k_ :.r....,, • ..._rN�iilS►r •1',r.�iW�:.:pp ., i�;`:nN. __. . - .. ,.y,� H �t11 tll III 111 Ili III Ill I 1 111i111 Illilr 111�111 i4111 ill 111 III 1! 1 Ili 111 111 1 11i1 ' ,, , I11 �l11�111�!� I I 1 I 1 1 iii ili iii 1 � 1 ��11 I Ili !!! 1111111 1l1 111 111 ! ! ` r •,,�,,.,. -.. .,Y, , '"�" i `1 Ilii1 � 1 NOTE: IF THIS MICROFILMED � t DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL �• DRAM►►�;. IIIlllll�llllllll�IIIIIIII�IIIIIIIIIIIIIIIII�IIIIIiil�llllllll�IIIIIIII�IIIIIIII�IIiIIIil�llllIIIIIIIIIIIIIIIIII�r, fillllll�IIII11111111IIII�il�I rlIII l990r aJUNE 29 , r; y. e' 14 • Install piping 1 same trench where possible. • n °^ 4refo..4 x;�+►�. ..; a ;:.�a..� �. f J ,. ICA.O ;� F M. F5T. • lnstall heads 4 from building wall , walks and curbs. �"'" • !�'w►: '�• �" I .- ' 4',f�fZ.iE9-'•a "i'f4.' P� 3.Z, I� •� ":a • lnstall heeds flush with top of curbs and walks as noted. _ -- - --_ ' 153. 431 Q Q - c11b •C;+ •"'al~"C�-+Fs!".. I% 1 4 -'b 15_x!5 • lnstall heads perpendicular to slopes of finish grades. 4 tI ' - • "4`r"-'? 'Uis'� -.;ml F. I•Z IS • Place two (2) valves in same valve box when possible. �.^. .• � -,. _"�` . •tCOev S"'v.� "'�'('ka� ( � 1;*y • Provide manus; drain valve between angle valve and double Pit1d1�N GAA 'fi" 1 _ _ _ "I'Q►Ri►•` � ' +G'Z._.,.. �.�I-2d _ ..vfA�Q,lf$'$ - 3'S T check valve. 3 _ I • landscape Contractor to verify existing water pressure �! V - before proceeding with iostallat.ion of irrigation system. 1•_P V C PIPE •L!!V_ r7- J _srrn».:aer-C_ �� TF ) I �.J� 4 Q _ W114t SLEEVE To VALVE �� C ` w �► .. -+� _..- .-- l v �1 y� i i)t': �[i L TO HOLD PLO C!. ALB �- l4 IV�j�.e.� k_+o % ..�/� Y' l,A•t�J©. GfJNTI�i_ r + .. s I" I.�r�..1�-•�• _.� 1��C... �/It.i_�� PJ �4►..t fes. !.67}.1"�R=.. 'j��'p N® DVC NIPPLE _... ---- -- �� <. TURF "'MAD OA O 0 K .� o c •. _ •�: 'v' _.._.___.,,.---+ OUPLIILIG VALVE �° MIPi.1 T• + 01.J. R WAIMKQ i •, 1 ��.. . ��F�.4,7 P\..:- i .1.1-_ �14;. /-�,:�� Lti rF:�( I+�JJ.� G:�� j \ T_�•Qs�e f1�101l11Ri7aTwi�? •t a GRAVEL BUMP _. ._. ...- t..a T .. .�It..IF. ANEAS t .«�..r. .-^. _ � _ ►_�,:,�. _�_ _ - ____ MANUAL DRAIN VALVE - - �- -- .�•UYD. �mh 1Ttv�. .%a�.yE=_ l3uG�c l�t "I-2 qDl _ ...__ _.__ - =I P VC Rican A .. .___. ..__.._. --- . . - - - - - OCK LOC lllo Ld LD PVC •TP LJlT ELL _ 'ij' Fm :j '� / W/L . i YP,AT Asa CONTROL VALVES ' i PVC ELBOW - -- -/ ,�, I No 0 �. r ■LEC.VALV! W/FLOW �i�G�f... ✓�•t,..ti/ ~K Y ^-M _ __` � +'I P w c NIe�1s _ :�� a f _ t i _ ., i PVC •TR!!T ELL Gl.r. ►..t. 2. 14 18 14 " I .� -- NOT!i T � � °`r t. MIN. a ' IST. 1 r _ !PEON TAPE ALL � ��. VEL iUMIr CG►�+'TLiip. 0"1L.�I� TNFi!/L,OiO FITTING• . ► • JUSTAN N ISER DETAIL CONTROL VAILVE & BOX 01 A VIK C: LINA LVE INNTA►LL ATION IN fl X14fIN •SD 165 81 I�4 r•�.�. tel_ 3Za ----- ---� -M -zS.W FIR LOOP - -- , 1 :rtzP ti oI,v SI-IDiNc, _� Fs._ F'�� ISL-i w/ TOP OUTLI IRRIGATION SPECIFICATION — - -- I 3 - Design nd Plan. The layo of the 'rri ation a stem i ct- '-,J , _Follow I 4 is pre �.ca e. 1 _ + I '-.I R U tP`r' ` .. Iretalletion. I � Verifi ivn r.f Qimens ' ns. fore roceeding with th�int on of sny sectio o a. Contro e e b Breakers. idle sleeves and un t t. irrigat o, saystem, Cont . �s e c ec fy thecorrr-lotion be n ocking lids s required. I c1-Ufa 0uT // grou e. Dia urements an the d wings b• f I ill i. e 1 n e / Manual Drain s. Instal;. t lo•Is ons re.,iiilt d tb, nroo"r*1y/rtnd completely drai P P- s3. min. ¢ �.OGAT IQ N i Prot c 'on of Unfinish d Work. Prov de protection at all times ample to keep rock, dirt, C. ipe 01. Lay pipe in a�cc rdance wit.htest practi subs tial! supported I Y PP I ' / grey 1, de ris, an a other oreig materials from entering piping, valves, and other at all point> arid "snaked" slightly allovri f r expans n _ traction. irrl a on equipment. � P a .fid con /¢ 02. PVC pipe joint, solk,e we 3e excep as indiest.ed. t pipes are Envi .o er, al Conditio s. In reezi , ty Vc► r g weather do no solvent welding of PVC pipe. In deburr, wipe fr m the ^:.grace all saw chips, dust., di moisture, and rain • ater, o solvent wel ng of PVC pipe only under cover. all foreign mater wh ch may contaminate the cemented Dint. Apply primer and sole nt ce nt, ;sake joints in acr.nrdance th manufacturer ss I _ j 1�3 �/� A - \ Util ti s. Protect ac _ive uti ities encountered; notify persons owning same, recommendations _ �� E 03. Provide a leak esis nt jCint with freedom of movemen at all owing r�I% o X3/4 4- Stor e o not ystore PVC pip and ittinr.ls in direct sunlight rt acid/or swivel j ints. g 1 90 I L + 04. Use leflon thre d sea ant taps- At. all threaded ,joints. I � cO N v u I r pY �.��. E ui ms t P'_:rr 0 eratio Prov d2 th Ownei with the following quip nt, in addition 05. O� I. Pipinrl. leano t threads of at,indard lengths, n t more than 112 pr�,+� GUti,-;'QpL W 126 what is she m on the d swings d specified,, yfiwo threads sho ing a joinS_s. Two ,2) Quic cnup. ing valve keys and two (2) ole five -� Flushingan Testinq. - Guar nt e: Guarantee he irri at ion ?r; car any p ereofi1agains; d active ma- a•70 Flush mainline before install ng c col velvFs. Thoroughly flush ant' e s stem befo y e V1✓lz1 r'1' L-06A-I io --- ; . -1 eri 1 nd ' •iorkmenship for one year from til a date of accPptanCe. Ca act s e without ex- testing and installation of s rink er head. pens t Omer. Repai any se tling of boa f e a one-year b. Test all piping, valves, joins tin J 9 gs at full pressure from a main source peri d ft r final ace ptancr ithout execs se o e weer. nc ode complete restoration of wrrpply for riot less than o e hour b ore inspection prior to back filling. 1br_IGKNL✓Q � 1-�- I of a 1 am ge planting, paving or other im rovements of any kind. ` N t"�l1 tV'1" KG 5'(6y � c. Make watertight under fest an imnredia act C.•�ti'T�IrL.-t%LZ r any and all leaks or defects found : Prod ett. a. General Meter is and erLu pment shell be new and ands and types as and reteet. f shown Qrawin and s e°ci ied herein or P- - , approve b. Subrstit tions. Manufacture 's catalognumbers s e establish $tan A ustin n P - + g and Balancing. Adjust d balance irr ation system to provi uniform coveragm . o qua ty requ red, but or nal restrictive. Similar products of other I Clean- keep premises reasonab free from ac lotion of debris. © c latish f �pN�- ��..r�,,,a�- w/GyrN• t I menufac urers m y be subeti ted, of approved. •ac vision of work remove �* atlrp o , all ebris, aqui , and leave the -J) 3�Iw^ Work hi . a. High st qual Ly in all r spects by competent workmen skilled at their premises nest and orderly fa ion. I trod b. Inst llation all meet shall e a I ' + A111111111114 - with manus c urers writt n sipecificati�ns dations, local j 4- ��' O and tate a es. -4 i. I. E>CCA tor. and Backfil 0 + e. Trenches s ra ght, ar "snaked" slightly allowing for expansions and contraction VC pipe. -- Ih b. 11 w or cover de the as ollows: All pipe to be 14 inches minimum, to 18 inches max- t + } C. fi 1 any excel excave ion with suitable material free of rock, for support to the _t 45 .00 d. of trenches shall be mooth and free of sharp r k and other siects that may r 01 r e pipe. 15O,O ;. 280.95 e. Bac fill to finish Qre�de, place bsckfil •r4ly around and over piping, removing roc or other material that may damage and tamp earth in layers not over 6" thi k until thoroughly comparted and settled. s l S.W. 7' 2 AVENUE o , 20 � 4 beighley krauee landsee� architects • consulting ` �`� ��1� � •: 12840 n.w. cornell road•portland, rxAgon 9722f1.1603! 643-4796 r L/ IJ -. .._._...-. .. .. ..._..._ ...._........_.._._..—...-_._._.. .. _. _ .. ._.._...� _ _. .... .. a a �� l 1 LANDSCAPE DEVELOPMENT r�rsl��ci .��s �L,�et d�>1�a~r•ipi rc�n 1 nu l I 0 II 72ND BUSINESS PAR �� IRRIGIATION PLA '° L'2 .� ►J 0 V IC LOT A nl ao BEL.,L.EV UE, WASHINGTON 98005 . 206-455-5836 E 1 400 r ,. p,a:ua t„s; �. . . _ ,a«..-,k. .._r,-. _--•,jr„wr..ls.',.' .�,, '.yam;j'..�... _ } �.�.M<, :.:;;�4��;tC >�Mi1r. �� , .' ..I'4":t-LTA•`•.Pf+".:... ', _�r.,Y ra aL�.a_t N L III}ii1 Iilllil Iilllil Iilll,l !i111i � lillr I lilllii lilliii lill!il lilllil lilllil Lill! I lilllil lit lil 1i1� 111 ,illi 111111 1 I �IElilli� ll111jliiil I ill 1 -1 lililif lilllil Lill!!! _ ° `ara��No .. +la""" NOTE. IF THIS MICROFILMED J I 1 I 21- I I �I I 5I I I �++"� h1 T, �.b 11 1� DRAWING I �l I IS LES' CLEAR .-----�--- --1----_ - -__- �-- - - ---1.�_ .• THAN �� THIS NOTICE, IT IS DUE TO ' THE 41Ut,. 1TY OF THE ORIGINAL. -- --r-- - -- -- ----- --_ -._ -- DRAWING. £ Z 13Z LZ Z 4Z Z Z Z IT, Z �i i Li i i T FT i ii V i 8 iB L 8 ..-- iiiiii!i iiiiliiii�iiiiliiii.iiiilliii iilil�iiiii!ilii! , �Ilii iiiilliii iliiliiil iiiilii� !Lill! Ilillilil Illllliil IIIIIIIII IIIIIIIII iIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIiII I ii!!II► i� • NE U29 . 19 9 0 : M x°•74:- - . ..,; .a .a,, ;t��.. -+ } ,r •+;jr t"^ 01 C k+ f 1 � I l I I I r _ \ � S . W . FIR LOOP T.1 I I I tl I LEGEND ' ` 1 I EXISTING CONTOURS 1 1 O FINISHED GRADE I I l If z L- 3 ! 4 _ � F. F . 948 . I � I �� ry 3 3 ►► i NORTH I 1 s E i 01 \ \ � 1 PLAN 1 20 � . W. • 7E NO AVENUE i L-_ r�Wilri� '.�'.•'� __ �..Ir.- - -- - •.+�Y 1.� .�.��.�.�.. .�'��+►f+'i M^� r _ _ �� -•r�.Y ,r.� �..n.,i ��rr.�r •+-. ..--�.�r:`yr�""14.,.._ _.._.� - ._.-_.._i...�_..�.�r�_= 11�i.J�ir./rrr'=---- __�.. _ �� ....._�--- 7-tA N� DATI RIv151011� RY �-� ALPHA SNGINNGR INC. o�or5loNo _,C>> oATi o� ; Imo•-Ig PROJECT :HEST oRAwM _,p_; SCAM SOUTHWEST GRADING PLAN 1 S �'`� ' PORILAwo, 0111111100" 91~121 CHICK TLA ►Ro,ncT Me -,,:n - OFFICE CAMPU $ FOR LOT 12 'w 1501 ) »y 1659 APPROVIDOR TIgARD , OREGON BUILDING '•A" Cop La N••Mnsw.ewar. r � 1 Will 1 iii i� i�ili iii ill 'l� ili i i iii Ili i�i 'r I ili Ill Ill 111 'l� ili ili III' NOTE: IF THIS MICP.OFILMEDAw DRAWING IS _ESS CLEARTHAN ( I ill I i 5 THIS ll I III I I I ili("ili I ill I �III Ill(Ill I i i I i I I I`I Lf I I IJP ili Ill �I Ili I Il l I 111111! Ill I III IIllll I >::._.- "•' NOTICE, IT IS DUE TO Illllall(I�IIIIIIIII�II8iIZIIII�IIILI — Lt � L iTHE QUALITYOF THE ORIGINAL ZIIll�llIII, III Ih11111111 1I11 11!1!181►1►11111111111111 1111111 lll �6 IIIll11 Z 111►11� i11111a1DRAWING. ea L llI " 199029UNE' - cf% i w t i � I I i �� n l - ��• I l o i 8 . W . R 1 A` LOOP , OD U �� j I LEGE_ NO , I 04 d J GO , -- - - - !_ _ --- �, i=�lr 1 • VLA c.go I I ��._ _ -_-._ Lo Y I? PnoPt✓h ry Llr��a 1 .6�.nJIT^hy LLJeh hlr a 7itsd• 3�0 I I i f I � r�JE ,..�P.Te�r-, _ _ __ _ ___ �' I t ��w�� rv-1'ol►�r-� y�uc�►-, t, Ace (15 I W 1 fI r ►-.�IG�- I , j � (Q h GO►JI�I�-C'T'I tJ I � I Ii •-.-•••••r•••r.••••••••••••.•r•• l-IATL°.'� rs+ylTe"1`1 t ! � --I�iJ1�F.1/i'lA►��O I � I to '13 I "A" tu I . �� I . E_. • �3d6• cdl ` I i , E i d1 4 I I lav' ,oma I j NORTH-- Cr�h. • 7.4�s.40 u �rcl�T C�I"?Y►-a 7 � I I; �p PLA ' s- - ---- --- - - - -- - -- _-—__- - - ----- e o •.-�� LX(G►-rIt�J C. 17 d r,.•JATED�-, _� .c. a�ii.-�_c..,�_. ``\ • �r'STT' �•`_^�+r-^T^i� • •r• .1 .-,.M.r�y�—.-��."'��. I 4..�•-..r...a,n•..►.-N•v 1.T•�t M :.+_ - �"..I.T,��..w�►w�..�.w-��1•!Tq. _ _ _ .__�—.._.�._-. _--_-... -._.__ _.. .._.__—T-�; . �._. ��..+.[ \``r•.•�_.+.��---•� .__..__._—..__ AVENUE dl-rcl-a ^la - 1 I I He DATE REVISION SY �\ ��I hl F�� 734.13,P 10 � ALPHA ENa1NEERINti I'"C, DESIGNED NED . DATE E ;`a�T PROJECT SMEE �� DRAWN sCAlENW^$ c1 750 SW. SKYLINE sLvD. 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I i I r 1 i I I I i M 1 ,1r I i .I y i E i I ' V'�• f tc '—i +j AT- ff 4s;z. 1 -- z L VA. , L-- L i M T, i �\ 1 . r APPPOVED FOR CONSTRUCTION __ ,��< ' %�� /1�•' _ ("� CITY OF TI(;;ArD PF RMI I Rn. 3T_� ��1 , E ADURE:SS �-,�Q,, SCJ pi►y 13YZ�� TlTLE __ . . --- DATE��:IZ ' ALL IDEAS, DFSIGNS, ARRANGEMENTS, DRAWINGS AND PLANS SET FORTH . . 1010 �.�. fir leap ON PHI!SHEET ARE THE ORIGINAL WORK PRODUCT OF, OWNED BY AND ARE WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE THE PROPERTY OF PIERCY 6 ■NRC LAV DESIGNER! AND USE OF THIS SAID OVER SCAL[O OIVIENSIONS; CONTRACTORS SMALL VERIFY, AND BE Rt- Salla 11O WORK PRODUCT IS LIMITED O A SPECIFIED PROJECT OF THE PURCHASER, SPONSIBL[ FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS AND FOR THE CONSTRUCTION OF ONE BUILDING, ANY USE, "RUSK OR OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS DISCLOSURE OF SA10 PLANS, R[PRODVGTIONS, IDEA9, DESIGNS AND/OR AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP OETAILS MUST BE 11��1 � I��a,1� 1�22� ARRANGEMENT!, OTHER THAN WI PIERCY tr WRITTEN DESIGNERS If SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH L STRICTLY PROHIBITED BY LAW WITHOUT THE WRITTEN PERMIff10N OF FABRICATION. PIERCY M BARCLAY DESIGNERS. _ • 513 - 121- 1551 (il 11 w .w *" r wi i iii iii iii iii iii iii iii iii iii iii �� i i i i iii 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 it i i I I1 I I f2 I ( I I � 5 ( I i � � iliii i NOTE: IF THIS MICROFILMED � 4I DRAWING IS LESS CLEAR THAN i THIS NOTICE, IT IS DUE TO THE pUALITf OF THE ORIGINAL E Z B�LZZI I�7, Z �Z �Z IZ Z 8j I I Lj i j T i j ii I r6 R v L filld I'll DRAW[M;. iiiiii►liiii iiiiliiiil►I��► 11 �i►iri�i • JUNE29 1990 I i i t 1 I I i r iLb ge2 Ll I , + t 57 AKLEA 10 Imo: _:_ _.. _� • �_ I 4*7 JJJ M - 1 L I t-� .41 1 P � f. APPROVED FOR CONSTRUCTION CITY Ori TIGARD 70 &0 PERMIT NO. 3G9 / SITS A,ODRE39. __ g� O�,TSY�1 e r 1 ALL IDEAS, DESIUNS ARRANGEMENTS, DRAWINGS AND PLANS SET FORTH ONTHIS OHE[T AR[ THE ORIGINAL WORK PRODUCT OF, OWNED BY AND ARE WRITTEN DIMENSIONS ON THESE DRAWINGS 1H ALL HAVE PRECEDENCE 7H[ PROPERTY OF PI[RCY A BARCLAY DSSIGN[Rf AND USE OF THIS SAID OVER SCALED DIM[NSIONf; CONTRACTORS (HALL VERIFY, AND St Rt- •�II� 11� WORM PRODUCT IS LIMITED TO A S►tCIF1aD PROJECT OF THE PURCHASSH, SPONSIBL[ FOR ALL DIMENSIONS AND CONDITIONSON THE JOB AND THIS AO FOR THE CONSTRUCTION OONE BUILDING, ANY USE, REUSE OR OFFICE MUST BE NOTIFIED OF ANY VARIATIONS PROM TM NF t DIMENSIONS DISCLOSURE OF SAID PLANS, REPRODUCTIONt, IDEAS, DESIGNS AND/OR AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST Not II'�� I '��'� �1 Lhhs `� ARRANORMENTS, OTHER THANR BY PItCY S SARCLAY DESIGNERS It SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCttDING WITH / L` �A I STRICTLY RD PROHIBITED ■Y LAW WITHOUT THE WRITTEN PERMISSION OF FABRICATION. . . . 513 121 ^ 41 51 FIR PIC ! BARCLAY tf10NtR1. Id pill III `,: .. � ... '+�t-m •' ��y `{ate �y iii •ill ill ISI ISI ISI Iii i i ill ISI I�I •r i Iii iii iii ISI ISI ill ISI ISI ISI iii Iii i I I� III � i III i I iii iii III III I i I Ill Iii iiiI Iii il�ll 6111 Il illIill IiiI1�iii I I I��NOTE: IF THIS MICROFILMED 4II Iii iiiI1. 1 DRAWING S CLEAR THAN 1 IS LES 1IIIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, �iZZ LZ 9Z iS iiiiiliii► iiiiliiiiii1111 ZiiiiZi1f trI1111 Iiiiii_ii_t. _i._iai—11111 16 �B 1,1111 iA l—.Hrsl�,i.iM•I,i a;. 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Z•4 �. --- - f +«{ ''i2✓� - -... 2 'w`1F uh SNF.A'1H 1 4 c1`T IN9ul GOfZhiiiEj( _F- � FI.A•T 2■4 Lo 4`0"G.G. awE,: 15a t?�_.vcy, �, •a e I(o'o•e. , .46- A.,%4 Z�4 f�r.A��; a •d'a.c. , �---' I XZ l.lra+-rT Wir In.��•iT GoN�:: ^u�.�.c� ._�. - - ..._. �.�:...1 , �-� 1 `°. (c i h K.5 P 1•�Mf'b �I rte' 10 FIN WALL AT COLUMN 1 __ _ __ - i I I QJEI� I f CaYP -.,Re_rN (,4 >Lp�s r� G ¢ F ) 4 u (�LR3, E J r/1.fXi A 1,,N} I I Z 1 u r+w Tk -4 RIM f 1 11 ! I �► ! IB ( !�'uwi'y /t i 'E I `�„ w/ >•LXal�l*+�., - �� 5 ENTRY WALL- BLD'0 'C' 4 ENTRY COLUMN IA IL T `' _�. _ 13�VGL 51D1►J� UVF r )130r.,v, ya 4 fit Y1r [` I-volur' 3"�5" 'S L. ail. - - --- - -. I - w/ IX �>r�-- I 4 6 --zx>�YoF „# 1 gum c�IL.Ir� � ` k--- - - ` GRIL` �L77lt1p WINCt_* NEAv'" - _ 1 •s• I"LYwtx t I 711 I ��ic" �'•S " « y'. I .1 " ��,��,/// v:6 F�� 1+P�iw• Iar1ER '` (s TRIM , � R•�, � GoFN� 6hY r' 1 ® Q A G7� Via- ►JE B �' �" C ' ' c�L v WV. CC M_ 2 SPANDREL DETAIL � I ) EXTERIOR COLUMN DETAILS -.t�*.r,t s� Q �� v.rn�T>r�t�� I��r'�+►Q1 �P. n.: �, en r J On NO. '7831 1 •� Y ,�. -,�►. ,-Mi`- ,� �;;71v R 4111' '+ ..r..7"�, � .y,�' �'c„ 4y :.;;� _ ,� ._ _.: >.. .. _. ._ ,. _ _ .. .. �._ _ " F X . IIII}-III�IIIIIII I� III�I VIII I II111�1 IIII(' I IIIIIII I�IIIII I�III�I IIIIIII IIIIIII VIII I III�III III� I I�I III I� I I I I I I I �II � I � II�u III )��I I I�i I �I I�III�I III I�I I�I I I � �_ 11 1 I 1 4 1 5 I ill- r �,tlflbl � il I � �J NOTE: IF CHIS MICROFILMED RA I 0 W NG IS LESS CLEAR THAN -- 4 THIS NOTICE, IT IS DUE TO _ __ __ _ _ • DTHE RAW QUALITY OF THE ORIGINAL III�I�IIII��IIIII��IIiIIiIIIIIIIIIIIIIiIiIIiIIIIllili�Il�I�liiilllillilllllilllllllllllllllllllllllllllllllllllllll,, I�IIIIIIIIIIIIIIIIIII III►�II I►►�IiI►�llll � I � II .y . 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FRANII� -- --- 2►h '°A'1�•w -,I -- ,ry IGd 5 Hwy Iµc H^Wu5F- K k' A OPEN WEB JOIST BRACING CORNER OVERHANG FRAMING 19 NIP BEAM DETAIL. u 1� ROOF DETAIL I OWN ,1 , I1.Orl H-OT 37 7TKAf ' 4" sped 5 taRH P, - t '/z" rviVn PFLANs PbICHlwol1 yl ��i' �I p Ig TI�J� �"�'•1� Oft M1 4 GA�1.WN BIZ 3Lu-�1 0*15 - - PL yr I I Y', 97E� COI. Z' �Z'1• N �, t�P GJr �IIH O FiWF1 Ndq MIA" ___ I I' IV i "' 1 IMc Pb� .f UV W,^w oN �1 'ilfDE 111✓r � o o 'i P�YW'p MIIM — p I � -��I -- � � I) p 4 -- �?lfMT'�.�N ►�i► I I�ul+ f IT �-- -_ �._ I KiHpE�• q sA9"�' h•is. o Q ara�a .�"_J i_ --- -_ _. c�,�. 4Fe16t b Ti+11NN - � 'SWIM 942'p" I I t --�o I I . i•_ i I AH �Ir�r f� (�I V Y4". o Io" , I - r 'U„ft ”„ 0' 10'/ --1 j-•E� '"" _41 1 �k I c 1 °I ° f `3y I I '�'T U M w V4 H. �; I I /w I I w/4 i✓4 M.�r, i( two/ Niw,tamlt -a I- I "-I I n I - -- se I® , . GIS-UTAI^1 8r-Kp 4 _ �maEt- cod 7 1L Kr&RF 9- IA9 �1tQ'p 6� WI►VGi7M/ HFJiZ'Vv L r'"F/w1 Q WP U�. 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Oro" Sr., d �fN - ---- I - 7Y` - o- o G� ( SIM nGL.T" ! i'IY I O cjL u+-At I �+-K'c, P6 RT�t'pi I I _ 1" J'�H FiAr�CF R it WINV"04 HforErl- �► _ �_ _ J� -'--- �-_ f wV _ _ X•X II I �� U1'�-�: �1.0o}C WINt?7Mf SI LI. ---- I ��i'f11t71WA4L /�1�kN.AW yE �� I �'�~ .. �^ ,,•"_. � � - fir, T -- t tmL. a -- II h1aTrM✓N t3EMT ,OU" y♦rr� i 1. ul. 1t� : I .1J.1,,•� IN 3'`i '9T ueE rvL. 4" /4' /q"¢► H J3 I e-�i Tr-- 114 +9P fr " w 4' I I /"6r it irt�E K wl►JGrw HSR r�3al.ow �J Y1�W OF 4^1N. 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W I /IAV ► �, yx&)� ►- arc. �-�''N I ✓J yZ'� o'G A•g• t° �q 0,� (SET ON r W " � 1 Ir^u* ^ « o W1.4 WW �UNLG" S4YN OM1L�"1JIfsiE , , Gp E•f�'1YrR.1~yl Q f; ale ¢Nfw�C MMILI- riC1�f:T�U ) 4. g/P'�i0' 8 /4•� t7bM�ELls 14 �!J'fRY g.,� I I „ SItIMYIMJ( �Gi�► GAL�1Ih1N� " .*4 FI'v.H I NGI I I I �--- Iti•a bKou 1' I I w� 't.° 111!"' v.G. 14 SLwD ►/�,,,,r. WJ�,1�1 {•}AV(ywisE ,.k NT AS►'f�+ 4 �yL.IAl� M'/(c►•G W I.4.W I.4M -� -- * - - - ►----� - -M --• x - _ `r_ .rc - 1 ----+ - -- IN _ ---- LL i" ICIt4'v 14*uL. ^KKY IN ?A" r, 2 ♦ r�rvw.3 2. 0 e_vwT-' I► II C F f�ouNnO.�lw l r __ I o" ° a j.. - '\M� I�Q ,u ," ♦ �- - �- *+40 I!" rkYK= I ' I L d.a. " - " CA.,--- Mali 'Iu Q 1 ¢ �• W/�Y -+- • -�---- • _.!_ _ 1 (A. 4 I e 4"CAG. IS I�I� �. � t� c _ rJr�i+t �► _.� ( I.s s q of UNpEK L. 's+� PT* ?•GH EOUI.$ --It,�r IB"wrG f«aRlz PITA I L .X.G U IZ S A7 'jTB r v T u rgli ! 1 t IN5 - Q• $ G/PwT i II l��tCA.T�p �'N FrtA►�II•K� f'L�1c �_ _ __� !_ �R 3ftE 4 1 -INf �. - Frx"` u'NvrTY)N ar f?;�V'1. I5' FOUNtaATk.� _ '�__'•.� furl 1 .��7'SQ- lo" " 1 2•i" 1 .yN G-Atte, mf r 1 t1 '�' i NF' A TUBE COLUMN BRACING COLUMN F=OOTING C4) INTERIOR WALL FOOTING 3 COLUMN FOOTING 2 EXTERIOR WALL FOOTING i� EXTERIOR WALL FO OTING 41, , �. n JO® NO{ 7 63 1 r fi F?' f,, ,. r ' -, .....`_n• � r' Wit: - � � �� , � ' I I I �I 1 1 III III III III III I I III III I l l s I III Ill III III III III III III Ill III III I I 111 1 1 1 1 1 1 I I IllI I l l l l l l 1 1 1 1 1 1 III III I�N I I I I I,1 11 ILyrill I I III II III III I I .�,,,or NOTE: IF THIS MICROFILMED " I },[r � __ 9 DRA -- -----L _ IMING IS LESS CLEAR THAN ----- --_"-- - ._-- - -_---__--- -L THIS NOTICE, IT IS DUE TO THE pW'L. OF THE ORIGINAL E Z Z LZ Z 4Z Z Z Z~T1111 L f�I I LI l I [ E�11 I Irl [ 8 18 DRAW 1 NG. � �.• I II I I 1 } IIII Ifll IIII Ilil Illi Iilllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IlillllIIIIIII illllllli IIIIIIIIIIII III Illi ►III IIII�IIII (IIIIIIf� llilii1IIllulllllllll1lllllllll 111 11 IIIIIIIIIIIIIIIIIII illllllll IIIIIIIIIIIIIIIIIII Ilillllil IIII IIII IIII�IIII IIII�III►I • JUNE 9 119902 � -� I �� ' WWI) FMMIMC NOTES GENERAL STRUC RAL NOTES 1) Minimum railing requirements : Unless otherwise noted, minimum nailing 1) Concrete coAstruction shall be unsupervised. stall be as follows : I 2) All concrete shall attain a 28-day strength of f' c - 2 , 000 PSI and mix Joists or rafters to sides of studs A" or less . . . . . . . . . . . . . . . 3-16d ,� shall contain not less than 5% sacks of cement per cubic For each additional 4" in depth of joist. . . . . . . . . . . . . . . 51N►.�oN HG -to-v�ww �R P Yard of concrete. . . . . . . 1 -16d Joists or rafters at all bearings - toenails each side. . . . . • . 2-10d 3) Reinforcing steel shall conform to ASTM Specification A615- 68 , grade 40, Studs to bearing - toenails each side. . . . . . . . . . . . . . . . . . . . . . . . 2- 10d fy - 40, 006 PSI . Lap all continuous bars 30 diameters , minimum. Blocking between joists or, rafters I"" TSI - Welded wire mesh shall be 6 x 6 10/10 and shall conform to ASTM A-18S• I�"v• _ +�'� To joist or rafters - toenails each side each end. . . . . . . 2-lUd �� LD �. __� ' • 4) Lap all continuous reinforcement SO diameters unless noted otherwise on To between joists or rafters - toenails To joist or rafter bearings - toenails each side. . . .. . . . . 2-10d �T Ions . Provide corner bars at all wall intersections to match normal each e end. . . . 2- 8d ". 2o'' -r.�ir ! , • • • • • • • • • • • • • • • • • • • ♦ J • • O • • • • f • • • • • • • I ! I I orizontal reinforcement. Lap corner bars 30 diameters . Lap adjacent Blocking between studs - toenails each and. . . . . . . . . . . . . . . . . . . 2- lOd -_ _ _ _ �4" �.c • mats of welded wire fabric one full mesh at sides and ends . Double top plates - lower plate to top of stud. . . . . . . . . . . . . I . . 2- 20d ! � �4� N H Ay�+n.•K Upper plate to lower plate - staggered. . . . . . . . 16d @ 12" o . c . - T,L � (` S) Embedment (cover) of reinforcing steel shall be as follows : Multiple joists - staggered. . • . . . . . . . . . . . . . . . . . . . . . . 16d @ 12" o. c . A N _- .t xNNEW-U L) %Multiple joists - stagger for widths more than 4" . . . 16d @ 12" o. c. 411111 ata *_ QN Footings and other unformed or formed surfaces ; 4*FAX,1NA NoTra rFis Jo,yT in direct contact with earth. . . . . . . . . . . . . . . 3" All nails shall be common wire nails . i -ro w'"'`' K'`-Q""a * I II ! p 1d4IL 5�'Sr:^,- BR�+c-IN4 I Surfaces exposed to weather. . . . . . . . . . . . . . . . . . . . . . 1 - 1/21, 1.�Hrwu:,A �FT F.w i x-iG ! �H.wc WA,, Slabs and walls interface. . . . . . . . . . . . . . . . . . . . . . . . . • 3/4" Whenever possible , nails driven perpendicular to the w.,'"� Ftr_rf � o'��f'�'9T tr1Y �C p p p grain shall be � , I used, instead of toenails. )o sN It V60,,,r„ _ �K - 6) Structural steel , Including plates , angles and miscellaneous shapes , _ shall conform to ASTM A-36, Fy - 36 KSI . Steel pipe shall conform There shall be a minimum of 2 nails at all wood contacts and joints to ASTM A- 53-72A. Bolts used in steel connections shall conform to using 8d nails for 1" thick material , 16d nails for 2" thick material , A ^-T ge:t� £i C Twt>LI�I F�rx,� G ACT FouHr�i�'floN ASTM A307 unless indicated otherwi%a. and 40d nails for 3" material . -- 7) All welding shall be in accordance* with RISC and AWS Standards and At continuous contacts provide minimum nails at 1.211 o . c . with nail SHEAR shall be performed by an AWS Certified Welder. sizes as called for above. E WALL HOEDOWN DETAILS 8) Framing lumber shall be graded and marked in conformance with WCLB 2) At sawn timber joists areas : provide cross-bridging at 8 ' - 0" o. ;,• standard grading and dressing rules for West Coast Lumber No. 16 , maximum spacing and solid blocking at bearing points . Provide double latest edition. Furnish to the following minimum standards : joists each side of openings unless detailed otherwise . Joists : Douglas Fair No . 1paragraph 123-b. 3) Provide 2-2x8 headers over and double studs (3- 2x4) each side of all Minimum basic design stress , fb - 1 , S00 PSI . openings in stud-bearing walls not detailed otherwise. Attach with Beams 6 Stringers : - Douglas Fir No. 1 , paragraph 130-b. "Simpson Strong-Tie" P. C. post caps or equal . Minimum basic design stress , fb - 1 , 350 F'SI • Posts $ Timbers : Douglas Fir No. 1 paragraph 131 -b. 4) All bearing and exterior stud walls shall be 2x4 @ 16" o .c . unless Minimum basic design stress , ft - 1 , 200 PSI . shown otherwise. Studs , Plates $ Miscellaneous Light Framing : Douglas Fir No. 2 , or Hem-Fir No. 1 , paragraph 121-b. Minimum basic design stress 5) Provide continuous solid blocking at mid-heights of all stud-bearing fb - 1 , 200 PSI . walls over 8' in height . SHEAR WALL SCHEDULE 9) Glued laminated members shall be fabricated in conformance with UBC 6) Plywood wall sheathing shall have solid blocking at all edges . Standard No. 25- 10 and 2S- 11 . A certificate of inspection shall be + ' SHEARWALL SHE,ATNING $ EDGE NAIL WALL PL TO STRUT TO 'HALL PL CONN. ! STRUT TO WALL -PL CONN END OF WALL submitted to the architect for all members . All beams shall be TYPES NAIL SIZES SLOCK'G ,. SPAC' G ».FLR. CONN . // 1f0 JOISTS _L To JOISTS T I I= DAWN Douglas Fir combination (24f) Fb - 230400 PSI . 7) Plywood nailing : (Use unless greater nailing is detailec! or specified) A /8" GWB both Not Req 'd @ 611o. c. 16d @ 6"o. c . ' 16d @ 6" o. c . ,•.. 2- d/joist & 16d Simpson ST 22 St'tap -.. 10) Trus-joists shall be furnished and installed in conformance with manufac- For 3/ 4" Plywood floor. . . . . . . . . . . . . . . . 10d ,@ 6" o•c. at sheet edg !s (200 PLF) tides Wnai all frm' g @"o x VA.B. •• '• 8" o. c . in blocking @ Flr. �� cooler naffs @ 36" O.C . "''"'"' "" Simpson PA 18 holddowll turer' s specifications. All necessary bridging shall be detailed and lOd @ 12 o. c. at intermediate • furnished b the manufacturer. Permanent and temporary bridging shall ;, ,�_ @ ftg . 3- 2x4 post nin 8 y P Y ging shall bearing points . -- -� __ Fes _ end of wall be installed in conformance with manufacturer ' s specifications also . - .... Submit complete shop drawings prior to fabrication to architect and For 1/ 2" or 5,'8" Plywood roof. ♦ . . . . . . 8d @ 6" o.c. at al: sheet !dges B S/8" GWB inside Not Req'd @ 6"o .c . same as "A" ' building department for approval . 8d @ 12" o. c� . et ir.termedi ate •...1.. 17� (200 PLF) w/6 cooler. nails all fram g , Same as. "A" Same as "A" S •" x- 411 GSB bearing points. outside w/ 11 I1) Plywood roof sheathin shall be Structural II 1 2" ... t" �•` auge x 1- 3/4" , ( / ) with panel index - g, 7/16" head, diamond (32/16) and shall con Dorn to APA Exterior C-D Grade and with UBC For 1/2" or 5/8" Plywood walls. . . . . . . . 8d @ h" o.c . at sheet edges „.,, , •• ,.-, .. , , .• . .. ,. 8d @ 12" o. c. at intermediate point , galvanized. Standard 25- 9. bearing points. C Same as "B" Req 'd @ 4"o . c . 16d @' 4"o.c. ; 16d @ 4" o .e. •. • 2- 16d/joist f, 16d @ Simpson MST27 strap 1 ) Plywood wall sheathing shall be 1/2" Structural II unless shown ' . . , . „ ;. .• ..., . ,. .,, ..-...,, .. :,.. „ .,,_.,.,•..,�,�, 1 P rap @ fir. ' (350 PLF) all frm' g "(d x 6"A. B• 6" o. c . in blocking Simpson PA 27 -holddown otherwise with panel index 24- 0 as specified and shown on architectural @ 14" o.c. ! or structural drawin s . All wall sheathing plywood shall conform to 8) Attach timber joistz to flust headers and beams with Simpson "U" @ 24" @ ftg. , min- 3- 2x4 post @ gg .. APA Exterior C-D Grady and with UBC Standard 25-9. series metal joist hangers th suit the joist size. _ send of wall_ +� �+ Simpson. HD 2 holdown 9) Notations on drawings relating to framing clips , joist hangers and D Same as A Not Req d @ 4 o.c . 16d @ 6 o .c . 16d @ 6 O.C .. . i Same as "A" •' 13) Plywood floor sheathing shall be 3/4" Structural II with panel index, (250 PLF) all frm' g t 48/24 as specified and shown on architectural or structural drawings . other connecting devices refer to catalog numbers of strong-tie connec- +�M All floor sheathing shall conform to APA Exterior C-D Grade and with tors manufactured brr the Simpson Company, San Leandro, California. „ � , r UBC Standard 2S-9. Equivalent devices by other manufacturers :uay be substituted provide) E 5/8 GWB inside Req ' d @ 4 o . c. 16d @ 2So.c . Simpson A3S FRM Anchor p I 2- 16d/joist $ Simpson HD S holdown (605 PLF) 'w/6d cooler nails all frm'g @ 8" O. C . they haus' ICBO approval fur equal load capacities and are approved by $ 3/8" Struc I Simpson A3S FIV-1 anchor 4x6 post min @ end of wall ply- �' on blocking : Design critexis: (1976 Edition of the • U. B•C. with State of Oregon the Struc;.ural Engineer. - .,.�,�,.,. --_ wood over y" GSB w/ ! 4"o. c , Supplement) -- � ' panel 10) Individual members of built-upSd nails , outside -- paedges , posts and beams shall each be attached 12nel int . Floor L. L. SO PSF with 16d spikes at 12" o. c. staggered (minimum) . - ' 12110. n Partition Load 20 PSF Roof L. L. 25 PSF 11) See architectural drawings for locations of interior non-bearing stud �•»_.� y Earthquake Zone 2, k - 1 . 33 partitions. for location and size of openings in stud walls and for all F' Sams as "B" `'"Rbq'd , �:u 6d cooler Double bottom 2- 16d/joist $ Simpson HD7 holdown (815 PLF) P 4"o.c . all PL w/ 5/8"G4 f g 4x6 post min @ end of - Allowable PSF (Assumed) Wind 20 PSF wall finish details. 16d @ 2" o.c. in blocking frm'g. x 6"AB @. 18" i wall . Allowable Soil fearing 8d @ 2 "o.c. O. C . 12) All cants and crickets shall be placed over basic roof sheathing . @ panel edges , Note : Partition live load and roof live load not included in calcu= See architectural drawings for details and locations . lating (M) used for determining lateral forces due to seismic 12"o. e . int frm'g loadinS 13) All wood framin details not shown otherwise shall be constructed to the minimum standards of the Uniform Building Code. (535 PLF) 5/8"GW8 1 side R ' " + eq d 6�i @ 4 O.C .Oc16d @ 3 o. c , , 16d @ 3 , o. c . 2- 16d/ joist w/ 6d cooler all frm'g. 5/8" Q1 x 6"AB Simpson NDS holdown 14) All woo3 stud walls shall have lower wood bearing plate where in contact nails ; a 6 16d @ 4" o. c . in @ fir. $ ft`. with concrete, attached with 1/2 diameter anchor bolt at 4 ' -0" o.c. �.�,,�� 3/8"5truc 8d @ 4"o. c . 24"o . c . @ ! blocking 4x4 oat lin Q end It I plywood other panel edges , ftg . j 'f; of wall • side w /8d 12int . - 15) All, wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 6" o.c. staggered unless shown otherwise . _ -- frm,--i'--- - Y' Struc I Req 'd 4110.c . @ Double bottom �.,; - • • Simpson holdown � 16) All roof trusses shall be attached at top framing plate with two (102.0 PLF) plywood both � panel gdges PL w/ S/8" � - : ;N `' Simpson A35N framing clips at each end TYP. sides w/ 10d 12"o.c. int . x 6" AB a 12"oc. 4` �' -�''' a 7 4x6 post min P g P ( ) • . ,.�, J4D�1 a�/ 1- 1/8"0 bolt 17) Drawings indicate general and typical details of construction. Where common frm'g. y @ end of 'Mall . conditions are not specifically indicated but are of similar char.ac- h" Struc I " Req"d 2h"o. c. panel Same as "H" ter to details shown similar details of construction shall be used (1200 PLF 1 ► Simpson HD7 holdown. ' ,�, ) p ywood w/10d edges , 12"oc. subject to review and approval by the Architect and Structural Engineer. ��'-•'-��• `� inside � � ` int. frm' ''-' "M @bolt 3/8" Strut I 8 _. Simpson PA 23 holdown. 18) If any errors or omissions appear in the drawings, specifications , or plywood over 4" o. c . panel f 4x8 Dost 0 end of will . '' other documents , the contractor shall notify the owner or architect in GS?, w/8d edges , 1 "o.c . writing of such omission or error before proceedingwith the work or », •. outside. int . frm' g . � ' �., .• •- c accept full responsibility for costs to rectify same. — ___ �___ ,• K1 Gd @ 4 0.c. " i ... ,.,„.. i. ,� 4" , 2-16d/joist .. , (359 PLF) Same as A Req'd 4 o.c. @ 16d @ 0.C. ; 80 o.c. in V' all frm'g 0 x 6" R.Q. blocking ' ---_-- -- --_-._ ------------._ __._@ 24'; o.c a t footing 9 Simpson H01. 1e140M 1400 PLF) Same as J Req'd 2�11o.c. Panel Same as "It" ` . . edges, 12" o.c. i Same as int. frm'g. . M V struc I O.C. oaneT`._.._ (680 PLF) both sides Req'd edges, 12" o.c. Same as "E" Same as "E" w/ 10d int. frm'g. Simpson 1!D2 holdown (1566 PL-F) Same as "M" �d 2' o.c. " !� panel Same as H Simpson A34 frm ; edges, 12" o.c. anchors @ 4" o.c. t Same as "J" int. frm'g. •' 1-10 - OWN • _,. e IIII Ili`.`.�Ir II 1 ,:. LI�.IIIZ IZ I—IZ 4 I`IIZ -6-- I-:--•-�i, -II-S -L.- i 1 t � I v_ {r[ i i _�i_-.__l_�..._-- -I--�--8 —EnJ B-�_--L- + ._•9._1.�b 9 Iu h;►I 1$1 ZS I w 1'fti• ':��1�JC1amt',..as ,�'r►'- J- OB N0. 7831 O• 7e3'f e Alm . ~ Alt .0. 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UPPER F BOOR FRAMING sip _ �J1 j,\ - w/ "i' I M.B _ ' Denotes shear wall - sec' sch'edu'le, sheet 11 1�iF'z qK i ON � IF/AL,l.• 14-TGH SIO tt s: w J r rte. �p ��Yo.4r "�A�C �Ry..,4 l ,o t��e�.Mlr•Iq t - -••11-- } �- ' �' 4 " '' G,� me s^i �3'*'.►Gg1iiQ �•"+6.. tTx � , �r� M►ii�,�t T- V nF -.. fF-R ?,-�V IC• �, .�� S F4 ! 0\I hJ 1 ?v ►-,..I�r+.�+, rc,� � r.�ll v c. ;� -suor�'�r�-«ip e�x�r, 194iN:', .' .. , Use Simpson "CT 22" strap if strut spl ice i required (on raftera I a►TEV G�F111K�ti 'S■ , I"K�. .- 47 (� (p C�' LR "3 T1�11''-.+• �+ - ' IO .�L� A1F�L•z.KES'r �^ &J,2, 6"d.G. C SUfT��KTf ,. E 11J'1'F. 9k--K fRI,►1 WA LINLX55 1I�V 0L6ZWI.1� � " ! -� - a�Y rKi� 6.► C"�.`. ova 15TKLrr� � ,) Ilse Sil:Ipson "ST 2V' strap, I x a strut to Z x 4 nailer (at parapet) � eta �a I' HIP / /e:' tsr CO'�"r c^-•l .k� c: .�,r" ,�"'Y'w-' !4 1; ` + , I--L INf71c.,acr nir+P t">�:Fc HWr>f17 ,o.? uMN1 �N! Ik Icy �, �lau:>S C e Bail blocking t0 plate belov► v�ith 16d toenail at 8" o.c. i + . . _ �, N _ , =s T fv►� +N 3 �" - - 4 Continuous 20 au e x 2%" steel strap with 1 ' t��ti'I�� :cam -IT te,•.lE G-�"Q.y G�I` : a� •I .N HAN ,„� t t7' g 9 p t Dd at 6 o.c• (strap is on top of plywood over bloc*ing) Crow G > E .NIR- _ . o .��,. 4,<� c l�•tn � - -_.. _ 1 10'-0" 12 ,gauge x 2y" steel strap *li th 30 16,1 each end w „ rt , 4 may, �It1f r1 p .5 %4x 1n1�, G1.1. ,, strap from top of beam to wall double top. pl . , '{ 10'-0" 12 gauge x 21�" steel strap with 30 l6d each end � � � y 12� HIP BEAM DETAIL I �) ENTRY ROOF DETAIL �"' Ierr / I,•�, •' j •`. , o o JOB NO. 7831 t issued sheet description Lj . O � -t• A • •t � a-4'M'; .FIPr N� -� , t,. Ire .JJ1.t� �'� _j 0 �~ revised BLDG• FRAMING PLANS II(li SUE A ( dCT, T BELL E VUE ,WASH o 88004 206 - �455i - 5236 of ' o'"8e.,•�"�''�^n a45t'' 'tl`,d.�i1+'� 11 Y�4«PI� L....''1 '.;xT'Y'9�.y,4'r'17p .;{r. > ? 7J w..._ y �y F. hl••1' ea . t I _ � r ' III III III III III III III I I III III III •P I III III III III III III III t NOTE: IF THIS MICROFILMED5 V___ -- — DRAWING IS LE _-.— SS CLEAR THAN i. ' THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL OS S 4lZ LL Z !1E Z Z Z TZ ZZ11 ,111111111 ' 1 T T I I ( Z Ii Z 8 18 L 8 4 ► $ Z lDRAWING. ,��111 II, II IIIIIII II II e I IIIIIIIIIIIIII I Iftlll IIIIIIIIII�Iillllllll►IIIIIIIIIIIIIIIIi.llllillllil�llllIIIIIIIIIIIII�IIII.IIII�IIIIIIII�IIIIIIIIIIIIII�Ilrlll f , a a JUNE 29 1990 Y J l G► Tte •� , 2 .c 6 "''>� n�. �-„-.{cQST� N[arar -(',LRi�• - -- -- - -- = _ 1'1 1 ecvtts c Vcaaft;.r'g-.r, 1 , I __. _.T L cm 4 Y wa Y _ - = _ �e _- _ _ _ _9 �_,. .:« - - - I - - + '8 Y , 4w.TT90 � ---�-_ _ I �. 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I-gar,I1YA.c'_•"-�._'+.o�-.+....I_-Tfc+..I:•y-Ir�'--!•j��OC+, .`l•-�_��..�--r' �l~,•6 �•,,r?<. LL IL L�.��`1.O��FF,,,i.b,!!'f-•T..%IN? FLAT ROOF SLOPED ROOF ? MAW - - -A _ SOUTH ELEVATION UPPER FLOOR EXTERIOR WALL Lic;h1'Tw -1 ' z - 4� Z 'w'J�Goa �04r.� - ? qLITTa4 r-i.�. O....{.Aii`-��_•�r.^-:,:-=_"w--fi�..t`-i l i.�•..,..._��l._��>�r'=3_cj.:?, _�a'&.�r-_-_q,_t•u T c4 76 -141 V11 so 11 CM BUILDING SECTION EAST ELEVATION - ^A.J093 NO. 7831 Issuedsheet desoriptlon revised BLDG. ELEVATIONSS�T.E� U Li eC'a-5r TJ I�O...,rN BELLEVUEWASH. 58004 206 . 455 . 5236 41 NOTE; IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN E<�A> THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORiCINAL [ L 9 9DRAWING, - -}�-•-.9� , f, 1 t ► S Z [ � ,. Ilii (IIIIIIII IIIIIiII! 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I I(1la,tI'II��-II�I;��IIS�P(I'i�It��s�:(1I1,:I,'..1IlI�tII1�I1,tI4�I I1��I•I��I��f1��-I'a,i-ll yq��c�r�.-JI�'-I•f5 II i�1( 9IVi:�l•l�►1'II•1�-1I1�1 �I 1��I 1I��I�L1,rri,��II--�I,�-li-I��,I-i'�iI��l�I i�a�,�i'il_Il�MAIN AI�il-�-IN�M,'�•�!_�M�� -�F-�I b*IL;� O-—OR er, •'k}I,P.`..,4t.i_1 ....� �J�►�f•O B) NO 7931 0 Issued shoot 1 defier./e r i1ti01 0 revised BLDG. REFLECTED tj CLG. PLAN Q /. / BELLEVLE WASH. 58004 208 455 5238 � xv of I l Ij� i IIfiP �IliIIIIiIlI III 111 1I1 1I1 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN t1d THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL S Z L L W1Mal ..LLI.. 111111111F1111111 111111 1111111 l M 7 • : ,- _ ' Ike -M 1 a . 29 99 � 7�+sir• 1 4 I I i I I I cCTfG -fI1.Efi ave _rl I (Svu,� 1••, � ,�frZru�wy) (�,x I,�.;fiw`� -_; J►wNINUH WINr�w PR�Mt N / ' 4 •a' _ � ��` T /2 � � �FTf■,.K:�}. R�WN .. 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' � ' + _� G f�� W I NCkhJ (�lFdl.I`: ,., �I _ ._ ._ _ _... _ .-..� IL K � GOM'T ' ; �!►12. .�TT i.�'" i l+�ATT INS.+L ,, �•�a cw�I tvA � �, ' I _ _+ : K 4 ; *'N VI 8 6i 'tKIH w/ -I�r`are N�,JMNUNr� - �► G1 6a, lit x 10 RASG V, W/ At.uH. r4u'T " % - j NAIs. . rcett� Zx4� ; I~ — ' -;•- I jr I F_Lzz; r hole l.x�rr�+dg) 10 2■lo GohK. >, Gam• •• _�' �Y roe �"ac. � I .: �j'It'II� alfi� : j � 01f�Z � � S� I � ' YZ"�1Y+�'Suh•I ��'t1�fljrtt �, I 1 KI41D IN9u4 , I -'•-�t��s•,o�.a2x4 VwT e' ob I I R!'TiotINfN4 MM�t.� � I � i E WALL SECTION OF WALL SECTION GWALL SECTION j WALL SECTION . ,. 1 .1 I I G I: va w 1 411 51-�ti d a w ' �� •�) , JO® NO. 7831 o f, `` �� •j issued shwet description 16_I _ K ' revised 1 /2" WALL SECTIONS BELL E VUE ,WASH m 88004 208 455 5238 ; r . 7 of ,Mr,r00, '�-�-ice � .• •. - � _ ... ww 'h - 1 ' III+ill�lllllll IIIIIII V III I IIIIIII Ill�lr I IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII VIII I III�III VIII I III�III V III LV I I I IL'�III' I�� IIIt�IJI ' I I I I I I I I I I ( I L + NOTE: IF THIS MICROFILMED J I 1 I I I 4 I 5 I I {• 8 1 1 1 I 1 Z DRAWILESS NG IS CLEAR THAN - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 8 ®Z 9LZ Z 4L Z Z L IZ Z 8i i Lt i I i ii I It T 8 B L 9 1y S L t „ III r DRAWING. 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CHECK -TL-A PROJECT N• -1-: OFFICE CAMPUS FOR LOT 12 AND 13 Por>is:ANo, oR�looN 77:i1 _ Ph < 503 2+7 - 1459 APPROVED TIGARD , OREGON BUILDING "A" AND " B OF CSI,nt 1900.+ I,.EAMMiN. t . � � Illy�lll IIIIIII IIIIIII 11111,1 Illlllllllllr I IIIIIII III III III III III tit III III lilll L_i lil III III I I lit 111 '111 I ' I I I � III �! ' III I� I III ,�II LI III III IIIIIII III III 1111141 �, , � "��.., NOTE: IF THIS MICROFILMED 14 I I 15 ;1 RA I - -�- -- --L� --___ D W NG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ' THF QUALITY OF THE ORIGINAL . - -- "-"-- T --- - --- -- -- " RAWING, S Z Z LZ Z 4Z fZ Z Z TZ L 8i i L ( : t [ lert i I�1I I 8 8 L 9 Q ► S L lr N illi (lliliiii iliilliii iliiliiii iiiilllii iiillllll (llllllll liiflllll IIIIIIIIi IIIIIIIIi IN IIIIIii iiiiiiilll;, 999 llllilll lilt VIII i t ► l l Illilliiill J il�lli lllllllillllllllllilllltl,llilllliiilllilllllillillllill,lillllilil�llllllilllllliilillililluilllllllll�ill F J UNE' 29 199 Q f • e 'r. I I I j I I i 1 i E 1 I 11 I • X,/ S . W . — FIR _ LOOP I ^ 0 Q. 0�� \\ ` I OP • Q / _ { Car.• �s>}� 90 `��,� �' �U� � / '1 ��_ o —_ � LEGEND 1 ��._ _.__ ------ ---- -____._._.... ._ __� - hlri /as�D.�G � _ _ �.• � � LcT y L f . c.Ar P" -fib s�o r c�.>;• ��9. � j; I I I i I I`� ,��,,►.�I-rte►r.y S��-�e r-. + �i ..+G..u. .u.ul...ua.r �`' I I I I � � n W caw.l� I IJ I I ( I I-aAT erg *ycy-re- (J � . 4r�l�c�,p h t a ry POO T2* II BLOO . ..A.. 7 I� + � a I� SLOG . " B " II IA 10 I, 3 i NOAT I --- -__ H r • I �0 �' j I i • �' G3'�B"1'Gr'1 G�/JGr•f'� 1 . E- a vism• ao / �xltiT til—r-aN I / �-- __— — — -- PLAN r- L X IrrTl►.J G 17 ►T 1•-7 {�_i�C. �'Xj•_"1Ci � � G _ _ 1♦. 8 O L J� �_ X I� hJ r le► .�*1^7!'�•77F' ' p....r w +. +. �rr�, -n'�"'w.• ..r.'T'T�1�' I {�' i��"•'ywa-...r.a n f ..w.T '"�..'._.w•�...�,w.,�.. CRs►"•� �'!. _":;;- _ ' .+—.. ._-.-�.__-__�__^ � .:I:a�+r►..��4''T.�7R171DT'7�7"'•" S . W . 70 NO AVENUE I •� No DATE -� - RIv1510N - - tY- <<. ` '` r♦w� DESIGNED ._1r?-i DATE r.l� 1 ,� PROJECT SHEET ALPHA ENGINEERING INC. O OR DRAWN 'r'--' SCALE Aa `�i'� '�� SOUTHWEST UTILITY PLAN "o),ti, q ; e� 11SD SW. SKYLINE 11LMD. 2 '^ CHECK TL_ PROJECT NO -1c:* - - OFFICE CAMPUS FOR LOT 12 A N D 13 L---� S PN` PORTLAND, 011160N •rltl Ph ( 503 1 297 - 1451APPROVED TIGARD , OREGON BUILDING "A" AND " e - OF CSF rnt x.100,- ,.•A.rr11Nr 4 "01111111 ---101 wpm 1pM "vFn•r nu; .aY.. �+.Y;EeS•r rq uw . . t 1 C I I I 111 I I III III III 111 I 1 f I I1 —I 1 11 I 111 I1I1 •r I 111 1111 II�I1 1_1 1_I1_I 1I_I1 T l- IOIII IIIIII1I NOTE: IF THIS MICROFILMED 5 1I 1I I 1I iI 1I II R DRAWING, IS LESS CLEAR THAN 1 W - •+4r.:za. � �.. - THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL g Z Z LZ Z 4Z Z L Z T Z Z 6I T G I t i DRAWING. IIII IIIIIIIII IIIIIIIII IIIIIIIII I !! � �' � I IIII I I I - • IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIi,(IIIIIIIII+rIIIIIIIIIIIIiIIiIIIIIIIIIIIIIIII�+I IIIIIIIIiIIII I � II III I I 111111E I IIIII� I fi) I IIIIIIIIIIIIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII J�llllll lll,Illrl llllrlll r r A it 9 19 9 ----WOW + PLANT MATERIAL LISTING INFILL PLANT MATERIAL LISTING BOTANICAL NAME QUANTITY SIZE CONDITION REMARKS BOTANICAL NAME QLIANTITY SIZE CONDITION REMARKS COM` -4N NAW_ Comm% Mr— _ - 153. 43 TREES Gaultheria shallon 40 Acer circinatum 35 6-8' B&B 3 stern min. gal LN05CAPE SPECIFICATIONS Vine Maple Salal • • w w w • a • . s • « • a * ♦ • + w r + I General : Remove stupe , sticks, mortar, ebncrete, iubbish, detfl'aa, acid rwiv 86B Mahonia aquilfolium 40 2 gal materiel harm t life. Aced Mapleb m 6 1 -1 " Oregon Grape I I rne op oil: Al opsoi. re !red for planting areas will be pro ided Palystichum mumitum 30 2 gal /� ace by the General Contractor The final grade will be established by Cornus Flg Dog 4 6-7' H68 Western Sword Ferri / General Contractor. Flowering Dogwood , f Herbicides: Applications of erbicides to all planting areas shold [in Pseudotsuga Menziesii 18 6-8' 868 , ' prior a lantin � • y�. � p g - according t manul(acturer s recomrnendatiorisa, 1`0>� .r: :,JINFILL PLANTING NOTESol . Dor.glas Fir - lizers: (, SHRUBS 1 . Above material to be planted in areas of existing vegetation scarred by construction. _ a. :;eneral - approved brands mee ing requirements of applA"le state lei • Atelia grandiflora 17 18-24" 868 Z. Observe a minimum of 4' s acro between !ants. tilizer laws. Uniform in r_ osition dr and fee flowing. '�• • P 9 P y r to fi g Del i� Glossy Atelia __ to the site in i final rano a ed cwtainers, each bearing manufsctrl, e ' 3. Verify areas of existing vegetation to remain in field with L�inJscape Architect . guaranteed anal s. Azalea 'varieties' _ - b. Transplbnter - ommercial Mix 'A' - inpL�enic 4-2-2. Flame Creeper 38 1 gal sem. - c. Amrrirrnium Nitra 33.5-0-E3. + Glamour 36 1 gal �• ..�. - �aaaxu,��zxa � - „ PLANTING NOTES _ i / + � d. S hosphate -18-(). I e. N rm 38-0-0. CJapanes es Coral Glow 11 24-30 86 1— f36 a.�._ �f' ' ` `� f. ! 1phete 21°o ion. Japanese Flowering quince B stock may be substituted with container stock of equal rade. + q q �� '�~ g. Planting Tablets "Agriform" 10 and 21 ram tablets, 20-10-0, au 1 21g ram by A reform Inte>;natinnal Chemicals, Inc. , Newark, Cr4J tor- Co+-oneaeter apiculate 11 2 gal 2. Container sock may be substituted with 868 stock of equal grade. `' �� \` , 3. Plant material shall conform with American -It_andard for Nursery Stock, ANSI 760.1 , nia. Cranberry Cntcneaster 1973 edition. �` •I 4- _—mme-, -t + x _ural Soil An,endmenta Rotted Sawdust -Douglas Fir and/or Hemlock with, no 4. All trees shall be branched. rtic es exceeding " i dimension► Submit for approval . Cornus stalonifera 16 12-15 868 5. Mulch all plantingbeds with 1h" min. 1• er• of ;" minus Fir or Hemlock bark mulch. I , F?edtwlg Doywoad 6. In the event of adiscre discrepancy between this materia Z'B■■ PLAIVTI-40 D■TAIL -1-ch Materials: Free f m noxious Meed seed and e f material P" Y l listing and the drawings, the Forsythia suspenso 19 24-30" B&B drawings shall govern the plant species and quantities required. _ it oreiynizh •ar- k Bark - medium rind rrinua to 1�C" size; as sc lied p ground green side up. by Grimm's Fuel Co. , Lake Oswego, Oregon. 1k" minimum depth required ova Pall WeepingForsythia All plants should be laced in the 9 Mc�honia aquifolium 'compacta' 55 1 gal planting beds. Tree Guying and Staking-Materials:Materials: Refer Ao detail an drawings. Compact Oregon Grape I �L v��iQ1N� Execution: Heavenly g — 61 V4 Initial Solt Preparation: Retotill qll planting areas to a minimum depth. of 1 NanJ.ina dourestica 11 15-18" H&B -- Heavenly Bamboo I LA4 6-8 inches prior to adding soil ampndmente. RaphiolPj�Qjc1a 'Crimson Coates' 12 18-24" B68 � 1�Ot4�� 1"1�rIA Soil Preparation and Planting Trees, Shrubs and Grcandcover: Include the' fol- %• lowing proportions of materials evenly mixed d neo existing soils excavated for c each plant ; per cubic yard: Rh dadendron 'varieties' C .� S.W F �R LO O P ,�� 1/3 cu. yd. sawdust B wbells 5 21-24" _ _ _ —`f 2/3 lb. nitroform Li ique 8 21-24" B&B 1/3 lb. iron sulfate 2/3 lb. super phosphate i - 4 lbs. commercial mix 'A ' fertilizer � Rhis typhina 'Lariniata' 8 30-36" Ei68 - C t1eKf Stagl�rh Sumac � '4P�� ,, , _ Plante Trees b Shrubs: Plant upright and face to give best earance or Fl.Ullil& i \\� relate nehip tp punt and structures. Gi v e,ti e. All planting holes shall be excevnted twice the size oflthe tree, �f2 1 t}- i fl--- -- -----_-- \ of rub of groundcover root ball or root ey -i b. Plac'& 4-inch minimum lightly convected lea f b0CkfAIl mixture under 4 Go 1'01�11�.4'rt2 _ pp • root system of each Qhrub; P,-inch minimum undbr r6ot system of each �' __ .� — >�. ,�►M Gt2G6Q�►2 AZdJ►6•D1 �_ ee. tr • _ _ ifs \ --_ c. Loosen and remove wine binding and burlap from around top of each ball . I • ,� fJ(¢SYrr�}Ip, Pull no burlap from under bells. Stake or guy trees immediately after 10\1/1 Nfi f_W:91.L -r - ----- - - ---- -- - �M��. , x � ,.his work. Ot+2>ic�Df.,► d. Cut off cleanly al brok n or frayed roots. ¢Ot�S► THt - e. Place and ca 1 ♦ • ,,�.__�j�.� _��_- f�t�+o•�. � mpe.t ackfi 1 soil mixture carefully to avoi injury to I roots, fill all vo ds. F. When planting hole is th ee fourtns filled, place plantin tablets in • t ' �I� quantities herein pecif d evenly spaced around each pla t . g. When hole is nearl fill d, completely soak and allow wat r to soak 12 I I f 1H�p•�/�fJL + I - \i -- - - --- away. Fill holes o fin sh grade and prepare for other w rk indicated. L;1Z N1 4) J , 1 9i• 4' t�l�t:r'I►J� i Provide 2" depress d wet r basin at each shrub and tree. I r�1 14• I�cl'1'l-t�Fc �►. �jAt�i yJ00 -- - V_ - -- _ �� rola Planting Tablet Quant-itie Pr ide for :Izf2 ll and shrubs at a of planting as fol _ �L-4J�vU ---- - - - - a. All gal . shrubs up t 15-inch 2tau(ll gram) ) lets per 1ant , L_ _ __ . 1.1?►�/INfi N41-L b. All shrubs 15 to 36-inc size four (4) tablets per plant. 10-gram) U IQ �U � , c. All shrubs 36-inch an er, three (3) tablets per pl (21-gram) ��- d. All evergrer-n tree+ , four 4 ' ablets per tree. (21-gram i � CALDMDUI4 AZy.t,fb; 5 L_�i.IlUU1Q e. Deciduous trees: ( 1-gram) WLy - 1Qr-wDc� Np up to 1k-inch tali r, 3 tab r tree. ./ 1k-2-inch caliper, tablet per ee. �bMQlUr, 2-2h-inch caliper, tablets per ee. 44Go►.�I pAcTyr�'lEyor.t Planting P Grades: Grads and slopes i accordance with rough finish grades I (PL )NI 41"Ui2YiL DIS � p� y established by othzrs plus increase res ing from addition of b k mulch in ��Pa ti w all planting bed areas. G ade to 2h incf s below bordering pavi , curbs, _t � walls etc. before applic tion of mulch ----�� 13 I�'i k�t,t t. Mulching of PlantingBeds: Mulch sHrub pleating beds with 1k inch layer of specified bark withiri two 2) days after pi 1�it,ng. Cover entire planting bed, 4- apply evenly. � 1�1 r ' •�• a Guarantee and Replacement : Guarantee 81A re:,t material after final accleptance -- - - - ! for duration o one ful Re- 0 D LL Q g owing season cT ;...�r rsr, whichever is longer. Re- • Y ' . - place plant material not s rviving or i,.; pe-w,. i_a•;!ition; except only loss or damage due to freezing, va dalism, o, acts s ,d negi,-cts in the part of others. �c1 f ► t.. _ i _&gin-ma�nt� anc,e lmmei (a *ly A ter ach shrub and tree are planted. lain ten t- ,',r �1'y J ��- I U � ro ect and mairitain plantings for a piirc.'ad 30 .lays after acceptance.i. Be responsible for the following work t Amts dur i-i,) 30 day Water, weed, cultivate, maintain InuiCh rlpoth , j ied, reset planta*15p" • I per rade or upright osiition ar . .c;tir.- ! P 9 position, � '�"'ST- 1.tlr necessary work items. r I�� _ (LU - 164.89' 4 �Lv�•t rt�I N __ � --- �>✓L 1p• "� r2�D I"�ll �bCN1ooD 4- U ti j a.c ZIA 5I- .� r ��r�I rY �►.� �Irt'i i, ri`K15��11� beic�hley � krause Pc f21%t�•l N ) 1„(/ lir J G�� ►o�L p12C►-•I -- ",�T rG�I?r.Z� p x I�i rJ u 1Jt�t=re .��_"� � 4�,- r .> '>�'�)• 1E'•1G�gfe �"� Ir�I��LL til 14.f�JT�i.I� landscape architgct;.s • consulting SCALE 1 20'O" C�tTOtJ.�.l. ptia ��r.IG S scKz-TH1 -yt� 128,10 w Cornell roartxportlaod, oregon 97229x(503) 6.13-4796 �,.. � 1 s o��w d wheat.eo s�c r 1 p�t,c,_.�.._..........._,_.�._.._.._......._._,......�..-._._......... .............. l jl i LANDSCAPE DEVELOPMENT N3 0.72ND BUSINESS PARK _,OTB ` PLANTING PLAN �■• ■7 Aj J I ' t OF 41 IlllllllllliipIlli ! ! ll -rllllllllllllllllllllllllLlllilllLlLlllll lllll'IIIIIIIIIII1 I_ILI1111111111111111 ' ii � illililil + lil � I � 1 � � � 14 � 1 � 1 � II � I � � il il_i ., ! �.aii � i � � ii � i � ii r_w 11 1 • 1 NOTE: I F THIS MICROFILMED LEA THAN ��_ DRAWING IS LESS CLEAR THAN -- THIS NOTICE, IT IS DUE TO THE QUALITY OF T1� ORIGINAL S Z Z L� Z 4Z L L S TZ Z 8T T LT ( T T T I T I I T 6 8 L 9 4 ► S L T ,. ,. DRAWING. iiii �i�il�er��iiiliiiiiiiiliiiiiiiiliiiiiiiiliiiiiii�liiiiiiiiliiiiiiiiliiiiiiiiliii� iiiil�iiiii�ili�iilii�iliiii .,,.,►Ilii iii �� ►� �� I � >, JUNE 29 1990 ; a La,idscape Coritractur to ver' fy existing water pressure - - H !✓gip {Gl%i`r� before proceediny with installatign of irrigation ions stem.., TVA/ ►MEAD OA O�/lfrK _ 9 Y \ / COUPLING VALVE o In.3ta11 1� pipi q in same trench when possible. , BLL ON 3,4'AOVOA IN TUI/ Wd I,,1JJ12Y 4,00-L) 41�lell g* al 12 !!5' a I stall ead 4" from bui ldinn wall , walks and curbs. 153. 43 L �•AREAS iL � 1 ,0-� yhie 1 stall ead us with op o curs ard walks as no e . `\ D — p��GK1.�c��. �� 'ryA G!'r lto 12 I`t7 e 1 stall ead per�lendicular to slopes of finish grades. + -•1 I PVC Also" _ _ _ I \ ��JCrC►JC A-Do Cao• WJJCt$7 1 .5 15 e Pace t (2 valves in same valve b when p88s1b1e. � -� .4 I \ �� - !U �•LDIr2� 3Gw- OZ - 21-24 �alCl 3 � e P vide anu l 1 drain valve between isle douae _ - -- _ PVC STPEET ELL "- eck v lve PVC ELBOW e L dscap Co tractor to ver `y existing water pressure Z -- — ------------- --- ---- furs roc eding with ins allation of irrigation system. � ; so \� ' �-. PVC ET AE E T ■L L F- -�! 1 4' yDv1C1.� L N GG 14 �AIiN'�. 1� i.D►ta1'>. LO;.� - r� Q'�--- G.� +► IIIOTE;TEFLON TAPE ALL 4J - - - - -- --- - - -- TI�IAEAOEO PITTINGS X14 Q ` i 4GH AU f VG c J rJ, tZ pill- .'I►J lel 1O' 1,d►t lfJ 4C04'ffC - - -- r:p •f�CQ V ��.i r¢ ---- OU LINE R R I 1 1 Gh S l F I C ION G L dk*o too eve- pr�C, T__- _ - __ _ __ Dei d P1 The lakpu of the irrigation sy tem is s u closely r ADJUSTABLE RISER OETAIL s— .0 o. Goti1 OWL, V�.LV6 01_JLKNr-W ow1 spratca SIM. FOR GUICK COUPLING VALVE GOt�l 1t4LL�iK A"f �1D fg- Ve ifica ion f Dimensions: Before fedi with a instsril tion of en section or � _.� ___!_'� _ r►9 Y O44W TO pl, VA41ve, h10• urr o he i gation cyst , Contractor shall ch and verif the correlation betwoer __•_� `OCKINQ LIo =_ - - gr nd m slur ments and the rewings. FII K PAU16CM�g Pr tecti o Unfinished Wo : Provide protection all times ample to keep rock, dirt PECI/IED ----- -- - - -- -- - gr ve ebri sn a othe foreign materials fr optering p ing, valves, and other 6 �( �7 it igat i a i;)ment . f } �r�Tr�G VAl V 1. t`1 U 1 2 '� 4 6 <o E ironm tal Conditions: I freezingweather, do solsa�t welding of PVC pipe. In _ — r n we the da a vent er coLer. 15 10 Z2 17 y q OPINION OAAOE _. -------' - t_ - ---4 1 t�(. �/A Luh y I vfi I I 13/ I I I �"' ilitie rotect active uti11..1ee encountered; notify person owning genre. •_PVC PIPE SLEEVE. p �t-} ,IIb I�1 r1,D►17 riJ 4.4Op pjpDY Stora a not s ore PVC pipe and fittings in direct sunlight. VINU SLEEVE To VALVE I TO MOLD IN PLACE. AS E ui .nt 'o' Oper tion: Provide the Owner with the followin e3uipme�nt , in addition to APPROVED O• what %wn or. t e drawings and specified. �-- �� 17�, Two (2) u.ick Coupling Valve Keys, and two (2) Hose Ic3.01 I __--__ ' *_LONG P V G NIPPLE � . V �.. tS-►.T7�L�i �/Dyx/ 1 I•• CaC V. � � � 4,, r�,G�i IBJ t�D�Y Guar fee: a tee the irrigation system, or any part thereof, against defective mat- o MIN.1 Cu. /T. WASH S.W. ar 1 and workmanship for one (1 ) year from the date of acceptance. Correct same without o• o .�. :_ INTAWL >•umov-_. �- , D r13 vtl. LVGK-r�Gi V f IR LOOP _ pense to Owner. Repair any settling of backfilled trenche8 occurring during a one-yoar o I _ period after final acceptance without expense to the Owner. Inclur's complete restoration + f all damaged planting, paving or other improvements of any kind. 1_ MANUAL DRAIN VALVEI _ � Pro its: �— �,4 ML- -}-a. neral . Materials and equ'pment a all be new and of brands and types as shown t -j swings and specified h rein, o approved. b. Su etitutions. Manufacture 's cats og numbers specified establish standard of /� y A. _ - 3/ -. -- - - U� o alit required, but are of re trictive. Similar products of other anu- AO v Sox MO. S1Q �4'� 4 to Y q P _ 4 � � acturers may be substituted, rove$ t + �,�• %i' _ ____ _-.. -_-- ----� YWLOCK Lt0 NO.828 LP I Workmanship: i ALL Cl � CONTROL VALVES I a. Highest quality in all respects by c kmen skilled at their trade. I b. Installation of materials and equipment shall be in str#ct accordance with 1 S VALVE Wi PLOWmanufacturer' writ specifications and recu endations, local and state codes. T OL HANDLE 1. �; 3 \� 4 Excavation and 8ackfill'� �--- -- 8- Pipe trenches strai ht or "snaked" slightly el owin for expansion and contraction of PVC ;pipe. WASH D AV L ✓ .4 .b. Allow for cover ptha ab follows: All pipe to ire 14 inches minimum, to 18 inches maximum depth C. Backfill excess excavation with suitable ma erial free of rock, for support to GO T of a� s _ -__ � '3, t the pi IN T N IN PLANTING <D -34A' f—�-� 4 � ��--'-�� f- d. Bo of tr nches shell be smooth and free of harp ock end other objects that -t I y mase p pe. Backfill to inish grade, place backfill cerefu ly or lound and over g, rwiovinq rock or othe materiel that may domag ipe; we and amp earth i y a not over • I . . - 3�i • �� .—`---- unt 1 thoroughly, compacted a Inetellat_io ' 4- a. Control alve & Vacuum Breakers. Provide as shorm or plan provide sleeves and � locking ids required. b. Manuul D sin lves. Install at locations I _ re�it dI rlY and completely drain all pipe line, , nr per zone min. t C. Pipe 01 . ay pipe in accordance with beet pr ct.' ally supported t all points and "snaked" alightly a owing for a pension and con-- /4• x G Fe ry �v rJ fie?L. t t A rection. �-�'Tr�� KGs'"�O� 1�-�J 2. VC pipe joint , solvent welded axes t � s indicated Cut pipe square, UC K Kl(�i12 ___� 1� eburr, wipe from the surface all s w chips, dust , dirt, moisture, and 4- 11 foreign matter which may contam nate the cemen ed joint. Apply / - rimer and solvent cement , make joi is in accord ecommendations. T °10 �� Ip,tV 03. rovide a leak resistant joint with freedom movement at al swing nd/or swivel joints. 1 9U �� 0 t 04. se Teflon thread sealant tape at. a 1 'threaded jDinto. + 05. I • Piping. Cleanout threads of t.anderd 0%ngths, not more than t ___ _ _ /�. y �' �•� O 0 ------ wo threads showing atjoint!,. Q 3V¢ - - O J O - -- - -- ' Flushing and Ttsti N� a lush mainline before in- ailing control valves. Thorouqhly flush entire system before test� � �� 1 b. lest ing al c,nd in valves, e+-aprmk lez head. ,4• 4 _ piping, al es, J i ts, and fittings at full pressureWOW-01r. Mal t + —�� + of supply for less than one hour before inspection pri Co backF.illin 45 .00 �• �� '� �'`'�'� �"""M�'��'�' 4. fight ands diately cornet a`� Ior detects found, 280-95 1 164.891 Adjusting and Balancing. Adjust and balance irrigation system to provide uniform coverage. Cleam-Up. Keep premises reasonably free from accumulation of debris. On completion cif each division of work, remove all debris} equipment and surplus materials, and 'Leave the premises in a nest and orderly fashion.. S.W. 72 AVENUE beighley I krauae Pc landscape architects a consulting 12840 n.w. rornell roads hnrtland, Oregon 97229x(')() 31 (41", 3196 SCALE T' = 20` 000, o a L A N D 93 C A P E D E V E I_O P M E N T 111..>i 40d 0#0606 a1 _1� rut 72ND BUSINESS PARK LOT B 1� rAT1101r PLAN L . 2 �E L L E V UE e WAIM. • a was • 4455 y some of 8 7 I I I I I I I I I I I 1l I I lI I�II I 1 I I�I ISI 1 1 1 I I III I I 11 1 I � III I I 1 I r I I I(I I I III l i III I I III I I III I I I(I I I III I l r l l l I�I I I III I III ; I�t 1�1 I I 111 I 11 J J I L I 1 i I I�l1I 1 I I l 1 1 1 1 1 � �,• ""'�r�,,,,�. l 1 10 l NOTE. IF THIS MICROFILMED �_ RA D WI1� IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL � gDRAWING. Zi�i8ii Li ii piili ii i til i•I��i��iiil�iii�i i��Iiiiil��iiii�i-i-i�—il-i�-ii-i9-i-►i- liii iIt iiiiliiTill JUNEA' ") k1990 .r, i f RINE SHEET 1 SITE PLAN SHEET BLDG. D FOUNDATION PLAN, ROOF PLAN SHEET BLDG. C FOUNDATION PLAN, ROOF PLAN SHEET 3 FLOOR PLANS 156.00 SHEE 3 FLOOR R-ANS SHEET 24 FRAMING PLANS ......�, SH T 4 FRAMING PLANS SHEE 25 ELEVATIONS & SECTION i EFT 5 ELEVATIONS &I SECTIONS SHEE 26 REFLECTED CEILING PLAN SHEET 6 REFLECTED CEILING PLAN SHE 27 BLDG. E FOUNDATION PLAN, ROOF PLAN — SHEET 7 STAIR A TOILET ROOM PLANS, SHE T 28 FLOOR PLANS DOOR & WINDOW SCHEDULE SHE T 29 FRAMING, PLANS SHEET 8 WALL SECTIONS r SHE T 30 ELEVATIONS & SECTION �— SHEET 9 DETAILS SHE T 31 REFLECTED CEILING PLAN I ♦ SHEET lU STRUCTURAL DETAILS SH T 32_ BLDG. F FOUNDATION PLAN + I SHEET 11 STRUCTURAL NOTES, SHEAR WALL SH ET 33 (MAIN FLOOR PLAN SCHEDULE SHEET 1 BLDG. B FOUNDATION PLANS, ROOF PLAN SFS ET 34 UPPER FLUOR PLAN 153.43 SHEET FLOOR PLANS SH ET 35 UPPER FLOOR FRAMING -- �!, d 4. SHE 14 14 FRAMING PLANS SH ET 36 ROOF FRAMING — --- t { + S ET 15 ELEVATIONS & SECTIONS SN ET 37 ELEVATIONS R SECTIONS — r + EET 16 REFLECTED CEILING PLAN S ET 38 ELEVATIONS & SECTIONS -" S ET 39 ROOF PLAN + � SHEET* 17 BLDG. A FOUNDATION PLAN, ROOF PLAN + SHEET 18 FLOOR PLANS S EET 40 REFLECTED CEILING PLAN SHEET 19 FRAMING PLANS S EET 41 REFLECTED CEILING PLAN + o SHEET 20 ELEVATIONS & SECTION EET 42 WALL SECTIONS , SHEET 21 REFLECTED CEILING PLAN O + 1 + 1 t t + + t -I + f 156.00 165.01' Z�0 S.W. FIR LOOP p + 4 4- ` - W ( L k.. ^/' ,{,f,+1�L� ll� .�.F{r,,� �P y,� �t �� r ipp�I� � •�,• '�:••�.4,, 1 ____\ �•\ ��`+ /� '14P + .,,� .N. .".fib � 4 ,� ,�� Z•',•' t�i••,' � + ;'y Fq�y .ry, �.r �' �" -(. 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TOILET ROOM PLANS -4'.40 BUILDING I F _ ELEVATION - MEN ELEVATION- WOMEN TOILET ROOM PLANS JOE NO, 7031 o O p :5 ' r► ��. f issued shoot* dsscri tl n " ..• 'y ' '" r'' dd STAIR S TOILET ROOM PLAN DOOR a WINDOW SCHEDULES BELL E VUE ,WA6H a 88004 206 . 455 • 5836MEMNON : �C> •! - III 1 I I III III III III III I I III III 1 1 1 -P I III 1 1 1 III III III III III I l I l I l III III 11 1 1 1 1 I I I I Ill I I I I I l I I i l I l 1 1 1 1 1 1 III III I� I I I I jl I,1 I I I III III I I I I I I I III III I I I I I ! r., ' •�:rr>i.,. ,,, `' NOTE: IF THIS MICROFILMED I 11 I I I ( I ( I 1 4 I I I I I I lI I I • �+} 4� r �I I i I ( I I ,; - I DRAWING IS LESS THAN THIS NOTICE, IT IS DUE TO ��. THE QUALITY OF THE ORIGINAL _ — --- — - — --- -- — ' DRAWING. 8 L 9L LZ L 4Z L L L iL Z 6i i Gt i i l t t T t t B L 8 4 1r S L t r M IIIIu�illiiiililliiliiliiliii� iiiiliiiiiiiiliiiii II I '� �� • � ' ' . . 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IIIIIIIII llllrlll . r JUNE 29 1990 ......fin, - i i I �rJFINA 'TIL46 14OW-WIT orER SPAC 9 rz^" CoPi'.Ir�''r1' KA►'A 'TRIM -ASNIN'a - — - Ir. SE , i � EYE -51PWk* - y.,• • f'EL'F1ANI�KI1`4 Tu9�TAvt- FWC � .. 'TY►`k�� ERK� WA;.I. ViL Io TRIH I IA --T'r � 1eXT�ICIraY 0 ,q . Uo cJ, �� Y/ALS - �7�1�J`N r�-z��►lr5/ Lli• PL N ,'/ °lis ;�.o►,rf .►Ct,r y ~ P_ Fk•} E"r �J • Tll„E�.j U/C'Y< TY.�!�s X' Wpt� 4, � (G» CwcK �P f�'.c. Fc �•% r �` F�:C.+17Sr;h1 Si TM �. F „"g STI�P`3 a C"J.ci. �,7 HAI,1 S...=-•C- � �1 X11 F'l.I M t' 1 .,. --•>�----r--� ..., WITWUT oV� l hfJFi Aa7R N�'j I l.r ! o,(sR (»2'r Gt 1"�" a.r- 2,4 ICS u _ -► w a. a I�KKL. Irl rr(C1: g' �j 1. ,2 WrF' r-►HtATNIN� - t 1R8 f LAltx>V I DWI \ ,� , c �1_! I1'•u <FSC y_Lei 7•;! TRIM W/ xt�eW J•PL& 'TRIP• i t�Qr TION I / -TO -Tor o� 2■ b's) N" L" Z4` O.G. A+•a.l►i T�t+raK F�/viL' III-Z" (FI.JC S u►8 � u sic1�RloR wAw. To -Talo of a% �'}) 7�^`rr' •-+-�.fT AW f 11N N •�t fK�l1rS A ITl1�dME�KHN�ks► 12 ENTRY ROOF' - BLDG. ' E ' -� _ •� '� � �� M _ I ENTRY ROOF BLDG. ' D 8 RAKE DETAIL �. .. CRIP A-M it`d'R ') /.�" I c,'' �. x Co 9bve_! D -7_YP16AL ( � J SWt C WA,� _ TM ovf.X�� TI�It` �TYp 6> av la 6.P I+Z. i 4 !G-e• SHi3ATHIIJP \ sc !.o rte. W. 4 /•A _EQ ti ` 2xb C t'�"D.C. ywe . %p � ,� � - ----------�• .I --- - I (?J1 to � 8►.v� V PIN A �t I'I.Yw'V FKds-i I& slvlrr,' � � r�Yrl�av SNEy.T.l�N+i 9th � �_ .� 2* 1?,1-►�4 - 'F.y, �(►ycJ�'D' T•J I ';2,1& TRIM " '�'a�, - » , x tiaa� - T.A�R CG'«i1.1L'R G►NG►TION 2 4 1��!-E F.4 'TJ I bl.�Kl j lu fyfM`t co c.►wt3 ^``�� a NrJRT:1 PK4V IPfE tin-re �3ti Cif!•�►. (�"xf-.E►•1 �1.1M�r•) ._�. N I V>G ♦rWL'as c I Awa - �► :r,itii , �,�W 5 51�iNNO o�ER o4 W/x�iwN h ��hflNe► 1"I/�N SER c51Yf' -so TH- H&*WeK C ol'N�+� oR G` � (�b '+ti', �INIr To r�Mll3 - .. 2.4 5'T udL1. I I H p►�I-Y 5/8'' �w� I 1 I I Z�10 RA 9 FIN WALL AT COLUMN ( g-�'� '0 4 'F') 7 ENTRY ROOF- BLDG C (�IV"4 '^ 13 TRIM AT SHEAR WALL Is I�.o,� _ _ I ,c fi4"= VAkIATIUNS� 4 -(T PIM�Fr�? r� ( I 7101fVi� CXg '�1 _ li 5 x 2AA TRIM AT COLUMN y� L - 6 STAIR ROOF • "00 IA WIt4nAW c0 12 M _.--. ..- _.. _.. ..... .__ �•(o TIC III P/ FI�yHW4 s N�, UNtaLR •HBA '{, B4K'd 4 TIE irTKM*•�\ PLAN$ �� fi a.G. —e7ra ata 1 ,� to G e. eMe� - celf- Ah. _s A. ip �rT INSU� -- - FQ�H Me IGrJwr+saxx I �1 �e �Lcrl+=k l fs 7�1i h� � 2»4 (�"oti. L S RHINw r-'�AN Vit• �___ .I I j`q5? „ ► wF �, �n w`� SHt:.•.TN'cy _____—_.--- .._—.�— -.._._-_.�.�. GCoC I � x'-4 -V - �2 ,'{t uf1 5t+1 TH�®►- l _ T INSuU , F�'f Z+�4 a 4'•a"o.G. atF^r. 15a F��v'oi �. -l:•�1 a Ib"0.�. , ` ,} Wo.e_ �0 6 15'' I�L.D'G► - ---- _ A-%4 r!Wou--aS - " II�l LICa►-''TWEI�.iN'r �'oNG ., 1 �� ,. � _ "' 1 � I ` �'�P'lzj� -- `I - 5�6' rwa ,:- 1 « � Sl rte'Na► p�IE R , 10 FIN WALL AT COLUMN � -- - - E�' r I I 3 GYP ciI� TN of / (6LCGq b T3{.R:i ^ *H :i_ I y�� v'-Ills r 1p *hR!M " W n ENTRY WALL• 8LD'Q 'C' 4' ENTRY COLUMN w y I V 15" i✓�.v'�> Pyr''=� r - qf�T 1Pq M1 N � � YLYhf'p i ; I 4 W/ Ix4 L, gum r rLYW IP ACTH _ --- - 1, t I � 4 6 _.*,IwCS aF ��-•-- �/.X.� , gU�' r...Z ILIh14I �. .-- _ -•� /.= � '44-IT'Hc51 i + Ifs W W��/ NEyV7E.� • � � 1' �•�' �'I-`{►�''r U � � I 'T" 1 �/1," - �'•S�s" �n 9'. 11 n �, T`fPh AL. R.o. �, ,, T �lltiAro I f' 4NlIICTH N� 1 �.(� Tt�IM GoICN►lR pr.Y - va 1ltl►�7W' uwwe m�Q A 3 2 SPANDREL DETAIL EXTERIOR COLUMN �I�Ic �`rwlT>�,v,L �,0,¢► 1� r„ Z5 u JO® NO. '71 31 .'�,• "moi 1 . .�r x:. i -...� pow- ..,,,SWM,. .irr. '� � � j � � - .. � _...-.. _...._. � � -„�'• _,�, _.. •c `� .. ' ' 1111111111111111111111 rllllllllllllllllllllllllllllllllllllllllllllll ' � IIIIIIII 111111111111111111 � • lisp 4 I � , II � i 111 111111111 I [_I � i NOTE: IF THIS MICROFILMED �— DRAW I M - I NG IS LESS CLEAR ----- -- ----- __-------�---- --L ------ --- _� _s- - -- �� --- THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL —� -�mtlll - - -- - - DRaw I rr. S Z Z L Z Z A Z Z Z Z I Z ZI 9SZi�� 1� IISI►,I I uiilllllllllllllllllillllli ►iulii�iiiiilii�i �Ili�iii U N Em-' 29 199� 0 w I 1 I gtG'TIvN 'RIS Mle.►...- ?W ce- k1o" L ca. Nc H -Tc11 PL UKz'17 �I.1>I<A•rM W►.It.. -ro ► 6Nf Wk tA'tc�l 1 ��._ Ali RFa*'D F---,cYlY?►N I _ I max -^ - - 4. r - t--- - ��` - �� k-- ,� - 14 P N y tod a Z''c'. - r � H I BE/►. Wl I i _.. _ -- ._ _ - rr gl N HU Nti 1 . _ E r3rm•+ i I I !'RIC$` _ -- - ---.-- i - - - �jSrrlE�lo ' . SIMVI I I \ I --` �Nt Gtr L^� 10►�7� a�' ;' " » ,L,,a F +[ twin - ll 4 + lyl►LI. �' ( (; _ I ef"`"' IC�d WlNL'A0W HE�tvele I. �.NI�I►RI. I , + f SUN v y Qom' r! - - 1 ° ►.�, t:.0411N w�v off• ��.. �?NrJ►?Idrl " 1 _�N1vIT►�'N "2 �IG�I"T►uN 3 _g�,.rp_1�..,_ II t `�•�' R`' i AT t rcfiL �a., u5tS t *W4EK - C-LUHN •sGe FMA►Iil.k! JL 4 _ 2►h �Ay�la ? - _ `-�•� IGd "`•HP51 NHuc NAI. ;-r� I� d l OPEN WEB JOIST BRACING (w►+E� reser +vlc.�.�,,e -rte 15,ke c /A,64;) ( 0) CORNER OVERHANG FRAMING 19 HIP BEAM DETAIL IQ ROOF DETAIL fir, 9i4"• r•o" 4•� ti-WT yi7 TteAP �✓N HEMI3ER 3l.d F�H1NCl 1 �� HVTK: -r JAL F'i�M ka F�I�JJ I 1�2" f 1.{W r PLANS A0R bM 51ZEj �L GLf. � (rg f ��`LA Five di�1f'f - re �► II `io �__- - – . .__ __.. 4L�•�"*ti I*, t�,P 4JT + AR� � ��tPs fl w6iwi NyTU4 IWi•wGor.l r, o o PLYr/G SHIN o o-- - f _._ , "� . C'�4 PVH FITS pt�1C `�I.O€ N/ } GAt- 4• e f M.P. .gwin -� c gH 1 A7 '` 'SNR6A'D` �JTt. '111l►6 171" .CII.r� AI I - I Ic II1I `H Sites fl'i I I » YO " ' 1 U, (iT. Nw p'•Ipli o n I I I I � � I \'�1JT u f£ �� I \'\ � /K, V I I t''�/ !KI ►4 M.B. vmw KrLRFI �. o ) Ie� I SEE® GX•U1-AH BI.tC q � _ _ Air i?. Q r7 C-- q. r .*W r- -- I M1 COL. r wINr- w ti9Ar•Cc' I+�, I - 3/IG"«y,"« O � ,r -1� wo cow P 1'I?15o P,fvT � E 1G HANdF.IC// I F 5TD Ara co(, 17� WINDOW HEADER 16 WINDOW HEADER 15 WINDOW HEADER C14)) ROOF BEAM TRANSITION 13 �ROOF BEAM CONNECTION 121 -.-� 11111.011 �►,_ I'.oa �„� I,•o„ I, �,. ROOF BEAM CONNECTION - 1 I ) P.00F BEAM CONNECTION 10 4A �>TSL i. STYZp� I�'S"'UahFrr,*1'r G'raPilG K, � HOLA �� G N1,4,wwI,Q ,w►✓n TIT ��?'U p Keg � �S MP`io*J N 2oA / Ali Y 1 JDI�iT H�t1�LR N/Jt.S GKIo t .E. F�ANny4 'I I P +WINesI Pt.Ar►� I I 1 VV ry -YNa�a `�t I�IC coti. �- fsN �Itcis -TUM m1. .- 8" FoR t!iGA.f-1 -t- --�-_ Gol. `31Zitf �l wv�u G3 L_ P H-r u F�. %°,� I .�}'� I olt I' �I It I . . .—. . � : w. . . . . . . . 1W71 1/, 96 _ s 1 M t°5r>N r3c ca,u cAr 51•HM I:w5r1 I -G"TIGN _XIX I I —� - �• o to o K9KFf �.� I'fIK 11��'�” .. =- X110 =,�, SIMf�oN •- w� cs,P I� - ° _�i ° 1 f /� i o f I� NS O - - .. _ i I �� ve" w��.w4 } - - . . . l .._ _ Ittx- U ecce 4 I SIM CGt-T ;� (m , V6av o X x I - Up�F� ��a'K w�rrs:,w �t,u ___ I I �3j�6 v - I Wll�cra� NP.�r�E�• 5F.E � - _____, _ ---- 1D i exL_ -r ` L to►.• P�� ---- � i fy?T -�rV 1"-� t�.4 W�4' 1/4",P F't9 I I I 8-��-- Ij4"a ,,.♦" M/ 4• .- I r'6r 1��dI1t�A 4 / WINGiiW HIE�,mK f3tl.aw f�•AN YIraw of 4NW. FROMIPit>A t �� I I1 111I/�,r tial �L �TtwP.PN PI.�?L'� � I � _� Ifo•• � �_ _ 11r,r_ p col. W/ 1"'1 � l I ' 10 ill 16 J FLOOR BEAM CONNECTION BUILDING C 91 FLOOR BEAM CONNECTION Q FLOOR BEAM CONNECTION / i I 4' r, (7 FLOOR BEAM CONNECTION 6 FLOOR BEAM CONNECTION � _ i . I I o /4" I' o" �4« � I'.�« 4, •I o 4„ « I. .I 5F•1' �jp - 00 Ol _ GRID w u� 154 F1 X-W4 « - 1•-IO.IN F��aK W1Nt�wJ «51�� f--i- - - r xG WD �. _ ... _ .�.•�-.�• _ ' i— _ •,• �.-- - - 1! 5E I F - _ VPUA'UHN 5llr FrCAHI►.k� 1� %Nr 4"► I' g/.,j• "�j`ti+p+l►+4 s1(`AP P/TWd1y t'lA?�j o _ 51MPSofr Gri I� II )N 1 'SET ON " SVT I I R " a'-e,•' u-W 2.4 -rI�I.x•�IL��7 PLATE C6h.L11iN Sfeg G/$AHIN'� /ussi 2-A4 ?�I�p 'F°L^ It" (r A d C 48 O.G. V ' " I 3 ) Y/ wr."1 r Lo'V A>�Ly 41F aG. �-� M/ At,* b'(,o A.t3. � � O.G o W I A WNN u N L� vTta�[ 11 �. " 1 ' I ` W /16� C� ho4 w g,E Aot.Jv „p 3„� N M/a.+.- t'�a•ti 4 Y� ,syr o' 8 ^. I I UbwEL4 � JEWT Y I-A I I „ LjH bl�I 2 I I _ ( t3H MMU. SGMEt�l1�) rr4 Ili" v.c. I J 4 S Jr•d M/&WO NIS/F.V1.4#'MMM sAew- (AT 97gst- 4.c�� 4"crl,l.r3 w/�v�G W I.4.W 1.4 www I J f'M A5 �f•fA"k x 4 FI;o.H iN4 �) i _ -- �Z_�►KouT� le•' �;,.ANN �; I 1' ►G7 , _ „ -- — L _ d- -•--- -" --- F-- -K--- - ---- - - - I -- _ -- = IN _ 1i14 Nf u• I�rtY ►N ?A —__*_ �.__- -Y -H – - l r 2•�4 res �.- -.i -- t' p 1"��t,1►- ' I u II � FoyN►�P.?IoN �E �!Y"s• 14 Is to" WWLL 0 �-++ EA. W,^y I ! _ _.� -- –�.– . •' – ! I – b t c a., _!.. uul►t►t ii"y .a ,gT�'." (Al�y of V N - 7 A A+�L s m.� �INPJIK 4�L. MTA'rr U Oji t..J QI -f--- Q> AT ��,� T� G+A I r•t5 ' Y F'T4 gGH!'.17UI1, �, - 2,'"g GvNT I 1 I II ' _ 1 IIJ.r�k.A'T•lEi7 c't•1 FRANlhlra f--ANs � _ ---4�� _ �'F DILE 4• f�+rV� Sly`-E F c�Nt Tt N P tom,. 5, F auN tan?Ic►v - - I rl rl y'r'�`2�,��r�4• ea•rb►w CA� TUBE COLUMN BRACING ; COLUMN FOOTING 4 INTERIOR WALL FOOTING 3 COLUMN FOOTING 2 EXT RIOR WALL FOOTING I� EXTERIOR WALL FOOTING M . t'•o ,r 4,r , 1, fir. S r• JOB NQ 7631 o . s r- KIM .. _ ,.... . i ' tIt}III IIIIIII 1( 1iIII I(IIt I IIt tI1 tII 'f I t(1 I(i I(I 1I1 III 1I1 III III III III III I I III III 1I1 I I III III III 1 I 1 I I I I �I�1 � I 1�� 1 � I l� I I I�t iIIIIIIIIII III 1I1 tII t I - �, ,N.' ''_••,"..•-___,. -,.. ..r_, �`'� ;:,•�' - NOTE: IFTHISMICROFILMED IJI 1o �- I - i � - �� bJLa DRAWING I � --__�_ I S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL Z Z LL Z I►tL 1rZ ISL Z 1 L L T 1 Z >1 L I � t i T I T g B !r 8 1f Q Z l r 1A DRAWING, I I IIII H i liii liiiliiii i ii i i i� I I I ' II Il lllr .��,,, i � � IIIIJI IIIIIIIII IIIIIIIII IIII�I II IIIIIIIII rIIIIIIII IIIIIIIII IIIIIIIIIII, II Illiillll IIII�IIII IIIIII � .II)n111 I IIIIIIIII IIIIIIIII Illl�llif IIII�IIII IIIIIIII► IIII�IIII IIIIIIIII IIII�IIII IIIIIIIII IIII�IIII Illl�ifll illl�lll JUNE 29 1990 MOOD FRAMING NOTES GENERAL STRUC RAL NOTES 1) Minimum nailing requirements : Unless otherwise noted, minimum nailing I 1) Concrete construction shall be unsupervised. shall be as follows : 2) All concrete shall attain a 28-day strength of f' c 2 , 000 PSI and mix Joists or rafters to sides of studs 6" or less 3- 16d shall contain not less than Sh sacks of cement per cubic yard of concrete . For each additional 4" in depth of joist. . . . . . . . . . . . . . . . I h►H►"b►dr+v -ra-9w�r ore . . . . . 1-16d i ' , %+hru?n -31tc•.P (ate 5c�ev.) ' I Joists or rafters at all bearings - toenai' s each side. . . . . , . 2- 10d I/s" MYWO.-V r 3) Reinforcing steel shall conform to ASTM Specification A615-68 , grade 40 , Studs to bearing - toenails each side. . . . . . . . . . . . . . . . . . . . . . . . Z- 10d �� - � 1 r>t'4' FA.. fy • 40, 000 PSI . Lap all continuous bars 30 diameters , minimum. Blocking between joists or rafters I! 'fAJle � Welded wire mesh shall be 6 x 6 10/10, and shall conform to ASTM A- 18S . To joist or rafters - toenails each side each end. . . . . . . 2- 10d Iri•v. u. I 7st Ham �6,.L �Nsv To joist or rafter bearings - toenails each side. . . . . . . 2- 10d ___._._._____.._. .. _ `' , + ! I�rc Nv CW V^ R>WT 4) Lap all continuous reinforcement 30 diameters unless noted otherwise on Cross-bridging between joists or raft: rs - toenails I 1 plans . Provide corner bars at all wall intersections to match normal each end. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 -8d v 2 ?�"'TJL e -- 1 ! horizontal reinforcement . Lap corner bars SO diameters . Lap adjacent Blocking between studs - tornails each end. . . . . . . . . . . . . . . . . . . 2- lOd � c mats of welded wire fabric one full mesh at sides and ends . Double top plates - lower plate to top of stud. . . . . . . . . . . . . . . 2- 20d i' • ?` - _ grtF ►wp/o-,r Upper plate to lower plate - staggered. . . . . . . . 16d @ 12" o . c . ��-'_t_-_� I _ _ _-____..__- � _ cls Gtr ff 5) Embedment (cc.. ar) of reinforcing steel shall be as follows : Multiple joists - staggered. . . . . . . . . . . . . . . . . . . . . . . . . 16d @ 12" o. c . ; �N A, µ Nx►+�r�6n•m•1 - -- -- - Multiple jousts - stagger for widths more than 4" . . . 16d @ 12" o . c . StW_M Footings and other unformed or formed surfaces F gr�.GIN4 ,� j TR15 ' da►1T 1 f TO in direct contact with earth. . . . . . . . . . . . . . . 3 All nails shall be common wire nails . I IL.,; Surfaces exposed to weather. . . . . . . . . . . . . . . . . . . . . . 1 - 1/2 A, , �,c``FNv ( SQL R1t4una�s� + 15N..,,K W^4— f •:, -J u f'FVit,,. Slabs and walls interface. . . . . . . . . . . . . . . . . . . . . . . . . . Whenever possible, nails driven perpendicular to the rain shall be �� "�� "" '`r . . . P P - g W I f. used, instead of toenails . f $++ W 5i4%*Nk - Structural steel , including plates , angles and miscellaneous shapes , shall conform to ASTM A- 36, Fy - 36 KSI , `heel. pipe shall conform There shall be a minimum of 2 nails at all wood contacts and joints to ASTM A- S3- 71A. Bolts used in steel connections shall conform to using 8d nails for 1" thick material , 16d nails for 2" thick material , A"T 'F I3 C 'TWuarl Ft.� ,5 G A7 �uNr��."TIoN ASTM A307 unless indicated otherwise. and 40d nails for 3" material . ------------- 7) All welding shall be in accordance with AISC and AWS Standards and At continuous contacts provide minimum nails at 12" o . c . with nail I shall be performed by an AWS Certified Welder. sizes as called for above. I SHEAR WALL HOEDOWN DETAILS 8) Framing lumber shall be graded and marked in conformance, with WCLB 2) At sawn timber joists areas : provide cross-bridging at 8 ' - 0" o . c . + standard grading and dressing rules for West Coast Lumber No . 16 , maximum spacing and solid blocking at bearing points . Provide double latest edition. Furnish to the following minimum standards : joists each side of openings unless detailed otherwise . I Joists : Douglas Fir No. 1 , paragraph 123-b• 3) Provide 2-2x8 headers over and double studs (3- 2x4) each side of all Minimum basic design stress , fb - 1 , 500 PSI . openings in stud-bearing walls not detailed otherwise . Attach with i Beams 8 Stringers : Douglas Fir No. 1 , paragraph 130- b. "Simpson Strong-Tie" P. C. post caps or equal . Minimum basic design stress , fb - 1 , 350 PSI . + Posts $ Timbers : Douglas Fir No. 1 , paragraph 131 -b. 4) All blearing and exterior stud walls shall be 2x4 @ 16" o , c . unless { Minimum basic design stress , fc - 1 , 200 PSI , shown otherwise. Studs , Plates 4 Miscellaneous Light Framing : Douglas Fir No . 2 , or Hem-Fir No. 1 , paragraph 121 -b. Minimum basic design stress S) Provide continuous solid blocking at mid-heights of all !:tud-bearing fb - 1 , 200 PSI . walls over 8 ' in height . SHEAR WALL SCHEDULE 9) Glued laminated members shall be fabricated in conformance with UBC 6) Plywood wall sheathing shall have solid blocking at all edges . Standard No. 25- 10 and 2S- 11 . A certificate of inspection shall be SHEARWALL SHEATHING EDGE NAIL WALL PL TO STRUT TO WALL PL CONN . I STRUT TO IVA.LL -PL CONN END OF 'HALL submitted to the architect for all members . All beams shall be TYPES NAII. SIZES BLOCK'G SPAC ' G FLR. CONN . // TO JOISTS _L TO JOISTS TIE DOWN Douglas Fir combination (24f) Fb • 2 ,400 PSI . 7) Plywood nailing : (Use unless greater nailing is detailec'. or specified) " ^� -� *T ' �-- "'� - - -- _ __ __.-__. _-_ — Z_ ^_ . mo i �._,��_ A 5/8" GWB both Not Req ' d @ 6"o. c . 16d @ 6"o. c . 16d @ 6" O . C . 2- 16d/joist 6 16d a Si ,np-- n ST 22 Strap 10) Trus-joists shall be furnished and installed in conformance with manufac - For 3/4°' Plywood floor. . . . . . . . . . . . . . . . lOd @ 6" o- c , at sheet edgeis - g @ Flr . turn ' s specifications. All necessary bridging shall be detailed and 10d @ 12" o. c. at , ntermediate cooler nails @ 36" o. c . Simpson PA 18 holddown furnished by the manufacturer. Permanent and temporary bridging shall bearing points . @ Fes_-_-_-___.__._ @ ftg . 3- 2x4 post min @ be installed in conformance with manufacturer ' s specifications also . I end of wall . Submit complete shop drawings prior to fabrication to architect and For 1/ 2" or 5/8" Plywood roof. . . . . . . . . 8d @ 6" o. c . at al : sheet !dges B - 5/8" GWB inside Not Req 'd @ Vo . c . same as "A" „ building department for approval . 8d @ 12 o. c . at ii.termediite „ g r Same as A ,° (200 PLF) w/6 cooler nails all from Same as. A "All 6 x 4 GSA bearing poir;ts. - outside w/ 11 11) Plywood roof sheathin shall be Structural II 1 2gauge x 1 - 3/4" , ' (32/16) and shall con orm to APA Exterior C-D Grade and with UBC For 1/2/ " ( ) with panel index ,' or 5/8„ Plywood walls . . . . . . . . 8d 0 6„ o . c . at sheet edges 7/16” head, diamond Standard 25-9A 8d @ 12” o. c. at intermediate point , galvanized. bearing points . C Same as "B" Req 'd @ 4"o . c. I6d @• 4"o,c. ; 16d @ 4'" O .C . 2- 16d/joist $ 16d @ 12) Plywood wall sheathing shall be 1/21" Structural II unless shown J Simpson MST27 strap @ flr. (350 PLF) all £rm' g k"Q1 x 6"A. B• 6" o. c . in blocking Simpson PA 27 -holddown otherwise with panel index 24-0 as specified and shown on architectural a 24" O .C . @ •ft m' or structural drawings. All wall sheathing plywood shall conform to 8) Attach timber joists to flush headers and beams with Simpson "U" @ Ftg . I g in- 3-.2x4 post @ APA Exterior C-D Grade and with UBC Standard 2S-9. series metal joist hangers to suit the -end of ]gall. j g joist size. 13) Plywood floor sheathing shall be 3/4" Structural II with panel 9 Notations on drawings relating to framing clips, joist hangers and D Same as "A" Not Req'd A l frmI 16d @ Vo.c . 16d @ 6" o. c . { Same as "A" • p :.ndex = g g p � (250 PLF) all frm' g I 5impsOn- HD 2 holdown 48/24 as specified and shown on architectural or structural drawings . other connecting devices refer to catalog numbers of strong-tie connec- Al.l floor sheathing shall conform to APA Exterior C-D Grade and with tors manufactured b the Simpson Company, San Leandro, California. „ „ UBC Standard 25-9. E 5/8 GWB inside Req ' d B 4 o . c . 16d @ 2 o . c . Simpson A35 FRM Anchor Equivalent devices y other manufacturers say be substituted provided (605 PLF) w/6d cooler nails all frm'g @ 8" o. c . 2- 16d/joist $ Simpson HD 5 holdown they have ICBO approval for equal load capacities and are approved by Simpson A3,, FRM anchor 4x6 post min @ end of wall $ 3/8" Struc I ply- 6 on blocking 4) Design criteria : (1976 Edition of the U. B . C. with State of Oregon the Structural Engineer. wood over �" GSB w/ B 4"o. c . Supplement) panel 10) Individual members of built-up8d Fails , outside paedges, posts and beams shall each be attached 12nel int, Floor L. L. 50 PSF with 16d spikes at 12" o.c. staggered (minimum) . frm' g . Partition Load 20 PSF - Roof L. L. 25 PSF 11) See architectural drawings for locations of interior non-bearing stud F Same as "E" Req 'd 6d cooler Double bottom Earthquake Zone 2 , k • 1 . 33 partitions, for location and size of openings in s .ud walls and for all „ ,� 2 - 16d/joist $ Simpson HD7 holdown Wind 20 PSF wall finish details . (815 PLF) @ 4 O.C . all PL w/ 5/8110 16d @ 2" o.c . in blocking 4x6 post min @ end of - frm'g. Allowable Soil Bearing 1 , 500 PSF (Assumed) 8d @ 2�to x x 6 6 12) All cants and crickets shall be placed over basic roof sheathing . C . @ panel edges , Note : Partition live load and roof live load not included in calcu- See architectural drawings for details and locations . 12"o. c . int frm' g lating (W) used for determining lateral forces due to seismic - - --- -�- -- - --= ---- --- -- loading. 13) All wood framing details not shown otherwise shall be constructed to the - G minimum standards of the Uniform Building Code. (535 PLF) S/8"GWB 1 side Req 'd 6d @ 4"o . c . 1,6d @ 3"o . c . ; 16d @ " 3, O . C . 2 16d/joist Simpson HDS holdown 14) All wood stud walls shall have lower wood bearing plate where in contact w/ 6d cooler all frm' g . 5/8" 0 x 6"AB f, 16d @ 4" o . c . in @ flr . $ ftg. with concrete, attached with 1/2" diameter anchor bolt at 4 ' - 0" o . c. nails ; 3/8"Struc 8d @ 4"o . c . @ 24"o . c . @ blocking 4x4ost in @ ens I plywood other panel edges , ftg . of wall . 15) All wood stud walls shall have lower wood plate attached to wood side w/ 8d 12 o. c . int . framing below with 16d nails at 6" o. c. staggtred unless shown otherwise . fpm g . .._.. _`� 16) All roof trusses shall be attached at top framing plate with two Ii1020 PLF Y ' Struc I Req ' d 4110 . c . @ Double bottom Simpson holdown ( ) plywood both panel edges PL w/ 5/81, 0 Simpson A35N framing clips at each end (TYP. ) . sides w/ 10d 121to . c . int . x 6" AB @ 12"oc . HD7 w/ 1 - 1/8110 bolt common �a ftg . 4x6 post min 17) Drawings indicate general and typical details of construction. Where frm' g , �� end of wall . conditions are not specifically indicated but are of similar charas- „ „ „ _ J � Strut I Req d 2� o. c . panel Same as H ter to details shown, similar details of construction shall be used , (1200 PLF Simpson HD7 holdown plywood w/lOd edges , 12 oc . P /1- 1/8" D bolt subject to review and approval by the Architect and Structural Engineer. inside $ int . frm' g. � 3/8" Struc I Simpson PA 23 holdown. 18) If any errors or on:scions appear in the drawings , specifications , or plywood over 4" o. c . panel 4x8 host @ end of wall . other documents , the contractor shall notify the owner or architect in GSB w/8d edges , 1211o. c . writing of such omission or error before proceeding with the work, or outside. int . frm' g . accept full responsibility for costs to rectify same. K 41Gd 0 4" o.c. + 2-16d/,joist (359 PLF) S.-me as "A" Req'd 4" o.c. @ 16d @D.C. ; all frm'g 15" 0 x 6" A.B. ! S16d @ 8" o.c. in + blocking Simpson Hot hel+down @_-24'; D.C. at footing � ' L (1400 PLF) Same as "J" Req'd 2�1' o.c. Panel Same as "H" •. edges, 12" D.C. Same as int, frm'g. ,- M Is" strut I � ----V- 6�--o.c.�4DaneT (680 PLF) both sides Req'd edges, 12" o.c. Same as "E" Same as "E" - w/ 10d int. frm'g. Simpsonl!012 holdown ( 1566 PI-F) Sante as "M" 1;a�d 2' o.c. panel Same as "H" Simpson A34 frm edges, 12" o.c. anchor, @ 4" o.c. Same as int. frm'g. Y N,; �• �. ; *��A�,• � • .,,- 1+�:A7"f J a ryArn- '+S`M. gyp. .r .,�. •l��' � , ' 'l' k �. ,+ � Ai Z, 411111111111111014w,"10 0�" .4 4110- AI y r i Y •1 i' P I .W +M 1rX`•w T \" i s 1' i r' e -•S 'o' � a a -5 4 r mR- '1• �w . r , .A. U: r � I f jj44 `T '► r• .' •, is ti a r IJ J_ 1• 4•Y .` . AL y I A 7 J M . i 1 A t 1 €' r `; 1,, '�, `� I IIY i� �• ,� v. �s �,.. 1. , b •fit- rf!' t� s M1 _ si lM• '1 P :a• I� r' y, / J y7� 1Yr F J n (} 7 1 s r , II } IIIII NOTE: IF THIS MICROFILIIIIIIIIIIIIIIPIIIIIIIillllllllllllllllllllllllllllllllllllllllllllll II { IIIIIIIIIIIIIIIy r 1 MED I DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL Z E Z LZ Z Z Z L Z iZ Z 8i. L I L T T i L t T 11 t 8 DRAWING. iiiiuiiliiiiiiiiliiiiiiiiliiiiiiiili� i iiI I I � I! ►IIS I � ► I ' - � � � ��I�� I�� I�� I�� I�� I�� II�,�� I��,�{ 1 �� I�� I��i�� I� I ��I��I ��I�� ►,�i�� 1��► iii�l! i� ��I►�� I�� t��f�� I��I� ��I�� I�� I�►�� r�� . . 1990E 29 r - 1 6 ;7 '8 9 w I + I li,o! - dll o - of l n, -,:70 jo, all Ips �u ,�, . pl+ Lj: . oll N 1 I i vt- 41�sc •co7C Fofa. cN gap - PAS I ' LPIq IL L- 1 I l Ivy I .oM � Df , I_ 1 I _ 1 z 9 Q- ► —1�_ _ r � , LKJ 4'•o L { �6] 20 _ I i I 9' Ili I _ . _ ' __ E2] I i 00 4 I • � 'J C) \,80 1 o. - I i I V � I 0 s --•� I { J POK fill AL.&%ART10m, j] 4r i ��►e / Q,.. 1. w'1,4 K 1.� wwM - _ ._ -_ 8 o.�. _ � I 6 �KE7 - �� ' I �I 12 - - 2 - 2 �' Ila Lei r cw-. l 1 G Owool+ raQ�l� (i a. I EI Ell IN r-6.11111% I OF ;it q r ; tg••v i `� z �!_:j L --r •-! I _ , y d , 0 < ► i ► I la 1 g .- . �o L -►o I � L x§) LI FJ n 4b•, -2o To \ 1 Ff�t��Loi•r PurrN w/►...r. I�II?oH+� :I+ LN. 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IF THIS MICROFILMED JJ I 1 I I I 4 I I I I — t_I ( 1 I + DRAWING IS LESS CLEAR THAN ------.----- IS NOTI(:E, IT IS DUE TO THE QUALITY OF THE ORIGINAL O� BZ 9Z L� Z 9L Z Z Z IZ Z I I Lt T T [ tiff i Iii i 8 18 L 9 1f $ S 1 1 ,. M II oRAwING. IIII lllllllll IIII�IIII IIII�IIII IIII�IIII IIII�Ilil IIII�IIII Iill�llll l;ll�llil 111111111 IIII�IIII IIIIIIIII Iill�llll��,•'�'lll IIII�I I Illi I I IIIII111 I I i ;r____ 62P ll I.�IIII1�111III11I111IIIII1111111,11I1I11111111111111111111�1111�1111�1111IIII�IIIIIIII�IIIIIIIIJ111Illirlll J UN 29 1990 I I (2 ) (3 4 5 6 B� 9 04 i 2 � (�4) 56�Q 9 _ -d Soo ! 1 -� 'O .r G+: 41=:-ON ZIP,. �i p -Otlm' —off _._O I� ' - _ 1 IOWN + j7 -O, I � O " lr mar ,� -o � ,• � ,a. -� � lar'-• �� - � Im yq i � .. If A � � 1 , - , �A OA /lop of (6) � I I W.- (B A _CB saa 4 r-AI •a —�K—a•::w IJd I (b+MII,�,R) r 1 Jl ;{�I !! S +T 7 I I i IA IA- &` ' i 1 1 I , _•o l I ( ` ( U � I j I oI I Bi CD) TENANT SPACE TENANT SPACE -4 _ ► G - If.' 4f X11 Yb{ I 73 40 OIL .R t�RNN SINE � ! _ 1 M i o , ( VX I I o 1 >ti 0510-41r, 'T 1 �KID LP24P FL L ! N �- - --- _._ �. — —�--• --�- — -- _ __._.. _.-- - � <1 laoors •3>��w I S!.�.�-+COY_ ' �+�N�h:�.r3i '� + � ��I,fR�alE }I _ .. I I I o I b ,•,•.� I I 100 I41. JA - p "p" � i0 ..� � p •-�i' I dr0 ! ,� -O ,a► .. V � app ,O_O Cs 'O • 1 I i 5 CCS (9 12 3� 4 5 6 C7) 9 �� UPPER FLOOR N � MAIN FLOOR PLAN �a1 I JOLT NO. 71331 ❑ ❑ :o .1� ryt. .,.r r 1 rk�� ,tom .;. ,�, ..� ��j. �� Issued shout description V O a4,r *:+ x A� • ., revised BLDG. FLOOR PLANS — BELLEVUE ,WASH. 58004 1208 455 5036 of 1 � � Ilt 111 111 IIIIiII II! 111 I I III III 111 •f 1111 III 111 III 111 III III I 1111 111 111 I I III III IIII�II�1111 111 III I LII I I I ill III ,a� ' ' ! I�lpll I III 111 1111111 III III III I I • � " �;:,.,,. .,I. " ..- 1I4 � �� I 7 81____ 1 NOTE: IF THIS MICROFILMED ORAMING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ _ THE QUALITY OF THE ORIGINAL 8 .__. - L 9 Q ► $ Z T w� rl ` DRAMING. Illl �llllliilllllilillllllililliliiiiliillil�iilliiiliiliiilll�llllilll�llilllllillllllllillllllll�llllllll�lllll�, � II1111 I IIIIII III III111Illllllllllllll4ili liillllllillllllllllllllllllll113 lllllllllllllllllillllll�llllllll�lllllillilillllliillllllll�llllllll�illlIllllilll 19 9 0 —lot _W'.� 1, •, •' y�`�' I. • �' "'t'� ' � Y};�'� k1+'. .' ��;�• • �Ai�-`P1'"i�: • ��(• • � .Via. r ► �; ! , 'a 5tr �:Y ti ..,.• }' yN F.a �. 1.� +`, 1; r j. •a 4 5 6 2 3 4 5065B 4r.•wv I ' , ' ! 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O b o e_ • ! � I � I` I I • I ,I � � 1 �� ,� —•� -- -r a -aiG,•� �� s _ x � a '"'"� _ 0I js^p"50- <- ib we �r V. �4xG v ?+ 51+�itC�4 .a te vF`'!5► �'•� gM�goP .MSr"r1 C - .�7�G �yC4� 4'ti�Qr �I�� /}• art ro ..•r- -_1 �..r 2.- '- ..+•P I e Y� 6I 'I' -- tt_ _ \/ I - _ _.._ _..._ i �I 6P G5w I •, �( , G'+. IoPLJ� i ! I JCC/ t;.. 0 08 , 5 C6 J (.7 �, 9 ) 12�I 3 (7 ) �.. 4 5 6 9 • f'f" Rt1�Y ROOF F R A ISI I N G •• ,�,I► I �,T �, ��,P - � '�r• UPPER FLOOR FRAMING D"ot" shear wall use schedule, sliest 11 _ ._. I , - I dotes: F�Ine'r^�-J„Arv,aT s r's'Ac:.F.• �FiN`J 1 Tri' Ff?A�MI►J•�, �'UgC�R � �=~�T �.�UN 1•�N:a..�' „ � • I 1 j Use Simpson ST 22 starap tt strut splice is required (on rafter) h1A'..I,� : �j ' �,' c7.c: F �JF'�t,►i�L � �,i a 12"o,G. r-_ -- -- - � , ---1- --- ---- -1 .�1, �•"�'0'�^1�K • . 1 ' r•�HINr� �• -Pl�d�Y �`I��' �AG.� -aRpN 1 ?� fr�Ari1N� - -j >c� F'"`^'al'�w Use Simpson "ST 22" strsp A x 0 strut to 2 x 4 nailer (at parapet) s �� +.�+-G�lof F10��IWa UNI.E:� h1�? V c-'riG► 1�VI5� • I •, I p - • �/ • I l/Nl,_ fo�� to ' J,u :�Yl�l�' yT12JT5 5 22/Z (� �- 9 Io Z Ca,L ee 16 IO"a,�. Z IR1Y-J:3fC I�►C11NIt�i 1N�1�Sv 11^�'T�.17 C�T1�I�k6 . KAI6 � „oc, ,vim �Ty i bail blocking to plate below with 16d 4toenail at 8" o.c. r VVU,k rP� K!� r-zA.-;K ( . o" uN :s• rrTfL cm�E�w�:�) - SI N °jeo1�1 GWo• P10?1�S GC'"'"r►•Uol.�: oft C�v0. P13,5,7 `:J Continuous 20 c;auge x 2h" stiec-' strap with l0d at 6" o.c. •�; r v.w,b, G ;� I (strap is on top of, plywood over blocking) refs c ' f ��;� oM ®wa: 101-00 12 gauge x ' stiel strap with 30 16d each end strap frost top of bM.to wall double top. pl . I - b 10'-0" 12 gauge x 2%0 steel strap with 30 16d each end a o�low. ¢ =_� .._ w v� I ) ROOF BEAM CONNECTION Irl p-o Ir0d CC 3 er.o, v.-� c,,► ;art• w.,.,._6 4 ots coni-' ti1ilvi s IQ Gveil�iM. � ;.�.^, `s'Bp-_ .� w. Joe NCX' 7851 ', .^ •.� �° 4•x•1• � , srlued shout description O � ti � :�. ,: -•, '; �Jure -"i9 , '' 1 revised PlLDG. FRAMING PLANS .. �• cltl.�l.; BELLEVUE 9WASMs 88004 208 . 45 5i • 5838 ,,;� ' � _ of 1 ' III III III III III III III I VIII III III .r I III III III III III III III III' Ill III III I LI III III III I I III III III I LII I 41 I I III III ' IjI III •Ip Ilii Ili III Illllll 11 � I � f 5 '"'� NOTE, IF THIS MICROFILMED DRONING 1.S L — -- -� - --- —... — ---�--- ---- -�- —�-- ESS CLEAR THAN THIS NOTICE, IT IS DUE TO w THE QUALITY OF THE ORIGINAL Z QZ Z L L T Z Z 8T T I t I I l i— ill L 8 B L DRAWING. I I p� ' III I I l I ` `.l II!)��II!�IIII IIII�IiII IIII�IIiI IIII�IIII IIII�IIII Iill�llll IIII�IIII IIII�I�II Ilil�llil IIIIIIIII IIIIIIIII IIIIIIIII... II IIIIIIIII IIIIIIIII IIIIIII ►� �I linlllll IIIlllllllll�lllill ►II►111I)►II,IIIIII IIIIIIIII Illl�lll. Illllllll IIII�IIII IIII�IIII Illl�llll IIli�llil Illirlll JUNE" 29 199) 0 • �• ' r1 , I r t , • i. r � • #2 x(o 'rWIAA- Aj t' -`�- �_ _ !jt'1,1�,L- --- _ _-�l`r�tao<w��R►.�+e��'�row�hCv I __ .— _ __ ..---_�1 -`l��-_ __�=.'i ',II r __I t tjt t1'l t.I 1"lt�t1�j�1r._. ._ �yy►---- - sir ,..vMb�,T- �,_�N►,pu, ti_u_"'e-R . -1-1 '� _`Tt.-!' �s- :__ ; s - >w IdL m--54^ _ . a I r .. OA G It t NORTH ELEVATION WEST ELEVATION 86' oII ! •a e c� col 3� ►�rC�aov�`4 .�( 1 Lea, -It t GGrNG Q T E • _� � � Mta�I� '�I r..RS a - .�1.•�. p�.Y wp 1 , M11.7 _.. .._ iL t t I FLAT ROOF SLOPED ROOF , , 1 ' _T1 J .► I r ► 1 \ �N i L L`YW� a©I•I GR'G'�'1er " �E'� _Y _.-- _._._. _ .. .. -• O OA V 40+e n rA 0^0TE4"5 6' 1-0 �U�-mwa�Ea ce1L., -,_ �NTTaR colic. n( •A. G. i h�M. d2 6 `�c acc�3 � �. Qr1- 32oy` a `� -- - � ! . c. I�.�.�sa 41�1*Iq '� , •"`� -� ''• rte.. � ~`� � s ---- ---- / SOUTH ELEVATION TT i % 1 �� ;, ` _� . G.7Nc.�liTG Z �i •platµ e I r UPPER FLOOR =�,, RSI■ T;►e�-. Ii�u r�c�tilTwp,c,NT QO!' -T-JL. 4.G. 6. M� .�"`.�*'T'` GvNG. I - I _�_ `� w� ..__ -- --- , I I i - /.IIIA L _ _ �,L ) z�y_. _. _. ... ._. _ �. i 1 F►1 I.I 1 �., '_L'�' we C,-- � L YT ti ]T 16 EXTERIOR WALL \ ` ' '1 Is ■+•mac � I`I �� '•�-M "ri�•''+"��"+c7r I � I ! . � �i F—-_ 1 .�. L b1[�•AL..I�h -__ � '41IiwC4 05 BUILDING SECTION AST ELEVATION 1 0 % r.'e Joe No. 793r o. a , 0 0 � %' Issued near, description 0 0 ,.•, revised BLDG. ELEVATIONe, rJ MELLEVUE ,WASHt1I 88004 208 455m 5238 of r , IF 110 r 55 'R .......... .sem...._. .....:. _.r -. .-.�..., 9,�.r r • - Ill Ili ill Ill ,II III III I I III III III P I III II( II( III III Ill I(I I I I(I I(I III I I III I I I I I I I I I I I I I I I I I I I ! I I I w l I I I I I I I I I I I 1 1 1 1 1 1 1 i "' ,,,r,. 'Ohm, r I1 I I I � III 1114 11151 I I hll � I_� llll- , � � 1 � il {��1 Illll I lull NOTE: IF THIS MCLEA ILME D THAN DRAM I NG I --� ----�-------� S LESS CLEAR THAN 1HIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL Z a I Z LZ Z 4Z E Z Z I�11 �1311 T611111 I t [ T i t i I I R B L 9 9 lIr ,.DRAMING. , ill, I,{ I I�I i�isiIIIIIIIIII IIIIIIIIi1l II I Il I I ! r IIIIIIIiI IIIIIiIII illlll � II lltll I IIIIIIIII Illlliill IIIIIIII�II 111111 Illllllll IIIIIIIII IIIIIIIII IIIIIIIII Ilillllil IIIIIIIII Illllllll IIII�IIII 1 ANW. 111P.1, mb, T-T 199029JUNE . �a i :L. �v ,. y � .'�.i.•j'i r..;"4� .-. s .fit 9'.-• .<M �� -,.c. i ,'!' ..,r••.. i}� _ 1 - , I ; .jIP • • • .a s 3 Q 717,. � I . ., �•, r. ` • .y ."'r'lG L•ia.. + ;5�.'�h t. ��.�'.;6''+�,vi.,. i�• �'^1�`t.,r�ri.�''.'JI r !'ai.S U'T`aM� t1St� '��1�'l ,•"A"�'i' ,y-�� '��+X 2 S 4 5 E5 ) I 2 I All >-'-< 40 t uc ( i 1 f � r . fir,, / .__ - -_ � -- -'- _ - __ _. ► t •�� •' �\ �'' `:�� '�' ' F f X 1 _� 'a ' —--- •- - _..__ . ,ice - ~v - _ ' .- ._ _ I �. J `.�. - . •- I I i _ •.� -_ ---_- � . , _ . . ._ ..- ,.___ ._...._ _ __ __ ,�. _._ _.�__�__._ . _.. __r�_ .. . _ � ;� CDS- -� r , -�� r• �; � _�._ �____ __..__.__ D i I • —_ �7'_.. i ' t> i dwo T.X--- _ wr; i g9Z I - SEAT 7 � E- q •�a I X-j of I 1 t � 1 I i • R I I , CIS U 04 (5 (6) 31bs (7 ) UPPER FLOOR11llA FLOOR r, I , r, t{ B NQ 7931 IooYud shout desorip � revised BLDG. REFLECTED CLG. PLAN Li ■ELL E VUE ,WASH. 88004 208M4 w5238 of JA x pr ' ` �I� I l ill 1 1 III III III Ill III III III III `r I III III III III III III Ill III Ili I l! III I I III III V I I I I L.I III I I S I I I I I 411 [ijill �-I NOTE: IF THISMICROFILMED DRAWING IS LESS CLEAR THAN I I III III I I I I I I_I �III Ill III �I I ;, �,.�,�„,,�.... �"�.•�- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL Z lil 8T_ L11 DRAWING. II llllll1ll ►'11111IIIIIIII ill IIIIII IIIIIIIII 1111111{I IIIIIIIII IIIIIIIII IIJUNE IIIIIII IIIIIIIII IIIIIIIII IIIIIIIIII�, ' II IIII I iiil I 11 IIIiI III I , ' ,,, i III IIIIIIIIII,III I Its I llllllllllllllll�llIIIIIIII IIIIIIIII .IIuII(I,III. 1.llllllllllllllllllllllllllllll,IIIIIIIIIIIIIIIIIIIIII�IIII '"iF1 Q 29 99 • r 153.44 Y..r LANDSCAPE SPECIFICATIONS PLANT MA'ERIAL LISTING LOT 'A' � iF w w w i i w w w i +► • 1/ Mrd� IF ♦ w • � ♦ ♦ i r► w � � ,,► « w • i • � • i �► BOTANICAL NAME CITY TI-ON General: Remo%e stones, sticks, mortar, concrete, rubbish, debris, and any CMU4 NAW� material harmful to plant life. TREE'. Grades and Topsoil: All topsoil required for planting areas will be provi d _ ( __ in-place by the eneral Contractor. The final grade will be established y Arer cireinatum 31 V � 888~- -w 3 n. the General Contractor. I Vine, M i Use of Herbicides: Applications of herbicides to all planting areas shoul be Acer rub utn 8 1 -1u Bib done prior to planting - according to manufacturer's recommendations, for ed Red Map e control. Cornus n ttallii 9 6--7' B" Fertilizers: + Pacific Dogwood a. General -- approved brands meeting requirements of applicable stse r- j Paeudota ga nteneiesii 11 6.81 -------- tilizer laws. Uniform in composition, dry and free flowing. Delive Douglas Fir t to the site in original unopened containers, each bearing manufactu is guaranteed analysis. SHRUBS b. Transplanter - Commercial Mix 'A' - inorganic 4-2-2. Chaenome es varieties c Ammonium Nitrate 33.5-0-0. *Apple lossom' F W 24•-JO" Min. B&B dr. Super Phosphate 0-18-0. 'Coral low' 4 " Min. B&B e. Nitroform 38-0-0• 'Hollan a' 3 T>a= 0" Min. B&B f. Iron Sulphate 21A iron. 'Pink L y' - - 5 24-3fl" Min. B68 g. Planting Tablets - "Agriform" 10 and 21 gram tablets, 20-10-0, as � � } manufactured b A riform International Chemicals ornus s olonlfe t2 18-24" sate nim. Y 9 , Inc. ,, Newark, Cali ar- { Redtwig Dogwood Textural Soil Amendments: Rotted Sawdust-Douglas Fir and/or Hemlock with t Cornus s o.lonifera 'Kelseyi' 18 12-15" B68 par . c es excPe ins ' in dimension. Submit for approval. Kelsey gwood t Mulch Materials: Free from noxious weed seed and all foreign material her Cotoness er spiculata 1S I 2 Gal. Con E, � . to plant Fife. Hemlock Bark - medium grind, minus to 1k" size; as aupp ied Crant►er y Cotoneaetar by Grimm's Fuel Co. , Lake Oswego, Oregon. 1h," minimum depth required over 1.1 Foreythi suspense 6 24-30" Bial planting beds. Weepin q } u. Tree Guying and Staking Mrteiials: Refer to detail on drawings.- ng ? -�lahoni a aqui fol sum 'Mayhar►• St n' 31 I 15-19" 888 Ma han Oregon Execution: � y go Grape Initial Soil Preparation: Rototill all planting areas to a minimum dept of sp 16Tepis indica varieties 1 5e�x-l� T�rz. d C.RAI'1E�Ei2.R.Y 6-8 inches prior to adding soil amendments. Bill Evans 4 18-24" 6ii! Coates Crimson 2 12-15" 8d<9 S, C 10T, -i�gS`T`L<- • Soil Preparation and PlantingTrees Shrubs and Groundcover: Include he fol- Springtime 3 18-24" 88tB 5 %_ owing proportions a materials evenly mixed Into exlatl g soils ex vated for ' �� ,� J •', each plant; Rhododendron '9owbell e` p per cubic yard: C t AP_'1 113 cu. d sawdust Y � � Rhus typhina 't.sciniata' 4 30-36" ¢8t8 -� Y 2/3 lb. nitroform Cutleaf Staghorn Sumac S112I Ribes sanguineum 12 24-30" B68 Red Flowering Current 4 lbs. commercial mix 'A' fertilizer , 9 4- .;E3 � /j 4 ' _� LAJttpIr1C� - j r:,l-jQ j PlantingTrees d Shrubs: Plant upright and face to giibe�� apps nce Viburnum pllicatum tomentosum ij 24-30" B68 ! _ 1 i. FGIz5'TTHIA 't I --- -- relationshipo an -- Duuble File Vibu • - i — t ��agd . t • - - } PLANTING NOTES � (�,a/`. �., e. All Alantin cies shall be excavated twice t of the tee , - -- � ou shrub or un shrub em. t _ _ b. Place 4-' ch mi mum .lightly compacted layer of *kfi axture der 1 . B&B stock ay be s bstituted with container stock of equal grade. I -+ __ _-__- _ P�tJT ►IC�_____ �a _ �p�lh��-!•� _ _7_ �I'i._ __ .. �`gb root eye em of ach shrub, 8-inch minimum under syetem of ea s ck me be substituted with B&B stock of equ 1 grade. i i�G"X'�.LJC30C7 J� II-�,JTHC�2f`1 1 % - -- . Plan" -Std ,�! r Y y k', ANSI 260.1 , _ + r. _ _� tree. t 3. Plant me is shot! enfM -With- Ameri --- `� -�'ACtLF-I_�r _ I ! 1973 edition. I _._ - _ _. - r. S _ I ! c. Loosen d remo a twine binding and burlap from around top of each ball. ' ` 4. All trees shall b rar�hed. Pull no burls rom under belle. Stake or O�6 1 r n�Ott P guy trees immediately after planting min. layeA of mirlys, Fir oy Hemlock back mulch. j y S. Mulch all land " �� 7 ��ti tt �� this work I the event of a discrepancy etween this material listing a d the drawings, the I�tZll~i 'i'Iri� f HAt,JTHOFzI`1 d. Cut off cleanly all b oken or frayed roots. dre Inge shell govern the plan species and quantities requir�ld. 1 e. Place ar�d comps t bac fill soil mixture carefully to avoid injury to INF L P ANTING LIST , f. When rootspl. ,ting ll lh lends three fourths filled, place planting tablets in d • . •� �,�+ quantit es here n ape ified evenly spaced around each plant. 90T CA NAME ANTITY SIZE CONDI'TI g. When hoe is ne rly f lled, completely soak and allow water to soak ' OM a, --- 1 f - awe ill hol a to inish rade and prepare for other work ind�,r.ated. .s' CGU _ r1 \.r y• 9 P P . l Provide 2" depr seed ater basin at each shrub and ee. l Gaulther t shallon 30 1 Gal . Can \JIt1 f''I _ P1 tin Table Quanti ies:+ Provide for all trees and ub at time ofWet i A � planting as fo lows: Mahonia aquifolium t 7 Y r-1 30 Jam_ _ S _�S!✓ 2 Gal. C H9_ �.— _ _ _ a. All gal can sh bs u to 15-inch size, two (2) t blot per plant . Tall Oregon Grape �' (10-grat Poly.stichum,munitum 25 b. All shrubs 15 t 36-i ch size, four (4) tablets Western Swdrd Fern 2 Gal. C F'll"1 LADY ; c. All shrubs 36-i ches ar'ger, res a let per plarit (21-gram) r..l,�,�.. --- 8. - - r + d All eve green t Fes, four (!� tablets per tree. - am) { �' '' INFILL PLANTING NOTES: Above me ris to a planted in areas of exists getation • ' j e. Deciduo s trees (21-Aram) ' • LEJ scarred co tion Vi(3Uf21''IUP') , •• ' up to 1- -ise, eta per tree. Jl�r1SHAL1ftH_ 1'k-2--in h c a I i p r, 4 t blei per tree. i • 111110'Al ♦ Observe min. of a in between plants F�iL��L.�_. ---�� O 2-2�-in h c�'1�p r, h t let per tree. y P CJ C�Ck=-1 !_ + P1 ritin Bed G sdeo: des and s pes in accordance wit finish grades Y vegetation to remain i � MAYF-iA�1 b Verify areas of existin VI�U121-1L.J1'•'1 - ,field with Landscape A hitect. • �f�v,►�� es ablished by others los inseams resulting from additi ark mulch in i_l 1��f►'4�!H.-_ I 5_SOU C'+!_-,qct al planting b d areas Grade to : inches below barderin Ing, curbs, � Cly � �J( ,A� •. , FIS, t wa is, etc. , b fore ap lacaticxi of lch. \, chin of r'1 ntin E3 ds: Mulch rub plantingbeds with 1 inch layer of t S T�.I�J_I � C��.4L CytA ap r_i ied bark wi hin wo (2) des fterplanting. Cover entire planting bed Y P 9• P g � C7C7Cyi�k:)O ,, ` . • •••• Kl✓Lt5 ErY ap ly evenly. • �G I''�©p _ Gu rantee and a lacerr t: Gueran e e • _h pan Taqeal afte final accep ance 7. • + fo duration o one 1 .: Ir1A �I-1 d growing season or one yFar, is longer. Re- 4 i �; , -ti''- �' - _+ , (� 1 ce plant me eria t surviving or in poor ccx:ditior. exce t only logs or ©R SDN 1Q1 i� P Y + IA Q �^ .� '�y' .ti ��,k,��,� + 4 a age due to reitzi�i vandalism, or acts and neglects nn the part of others. • I 1a n _enance: egin tenance immediately after each shrub and tree are planted. +-t ----� -------- -- tir - �^! r tact and m ntain 'D ankings for a period of 30 days after acceptance. Be _ dam r y�. + e ponsible fo the fo lowing work items during 30 day maintenanne period. - •, - s topro- 4 . i a er, weed, c ltivate m�ntain mulch depth as specified, reset plant1 -__ + + Rip • e grade or u right p ition, _rd do any other necessary work items. t . . / "df J_1 'F WPIDIA ,V -}- a45 .00 280.93 s Vh ._ r= ----- _� 1�� F�In�� 650.00 �I_s`f 164-89 ? LLJ�y �U!f`fC"� — Verifyy on sitelexisting trees to remains w/ Landscape Architect. -S w •-� C- r r •r r• r ` vE N U G Preserve existing undergrowth vegetation In qc,4 tw; S .20.a t Q 10 2th@U areas. Refer Ig Infill Plantina LIM farn - - additional plantings or hese areas. 4 Future dogging path �. bei hale I krauee IbndscApe architects'• wnsuit! 12640 n.w. cornell roadeportlrmd, Oregon 97229 (503) 643 4796 • L__L_1 U� ~N LANDSCAPE DEVELOPMENT ise,oed 91�s sheet dew.rlption job r r no. �.0 0 72NO BUSINESS PARK LOT A revised PLANTING ALAN 78so BEL.LEVUE, WASHINGTON 88006 . 808-466-5238 of 2 .... 0 pill .. .,,- _:.til ♦ �, + ...a F _ III{Illlllllll Illllll Illll ! Ili Ili IlI P I IIs III III Ili Ill Ill IIIIIII Ili III IIl I I , 11 I I III Illlll � �'� I I I I III III �� III I�,JII I Ill III IIIIIII III III Ill I I ti ��1ayr,,�,. ' % J � 1 1 Ili i � i4 X1 . 5 iii I_ I � ROTE: IF THIS MICROFILMED DRAWING - -- -- - J .� IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ` THE QUALITY OF THE ORIGTNAL OS 8Z 9Z LZ Z 4Z Z Z Z IZ L 6I T=uG I 1 I---- - In I l [ l �[ 8 B L 9 4 itDRAWII!G. II11111111 ��III ��, it It IIIIIIIIIIIII,�IIllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll�IIIIIIIIIIIIIIIIIIIIIIIIIICIIII 1 90 k JUNE 29 9