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12155 SW GRANT AVENUE-1 7"1` 4/6Y7 O -e( I STRU;:'?''�KQL NOTES I ------ ---- ,� ; l i-6e s.otes ire gel:erl• i;. :.:%Bore acid are i..i.er,de�i t.o set mi:.irn.(m �tar.driras 'or . SEE ��,.i,c,' sH7- 7 r:? r rctior:. Ti,e drawings si;a11 govern over t.-,e �;s::eral ::plea to L..e extet Show , �'A4C a-rc>U�.�rE�"7 �, H? r Ti.0 contractor s�,all verif; X11 dimensior.:i dl,d co:ldiLioi,s oi, di?'f'ere. t drawlri ,S i�:oE Tyo� �1�/T�'R J"�'NT it ti;e field. Notif} the &-gi .der of �;:,, di:3cr•epa:;cies before proceedine. 1. ,`. \ 28n W,•rrr �,.IdAE'C. t./Rr' ✓.�p'�R ��` ..o t.r�.►ctor to provide all liecessar,. temporar: support, for walla a:.d floors{ prior I i ' ►� t NraB 3;/gyp (i'RAd T nRoo�� �. to r.aml,lt,tior: of vertical aria Literal lcdd s . stem. � `ate \ ��- t)DF AN' aTANDARUS • �> G �L.,�ivnSC�/�ef MG/T�R//l!G sYSTlIE�; ���� �\ 77 /DE SNUTOf'�' �'��.I//J .4T Cnti�t. 77 s:ta be t;. ;strict culiq'is.. i .r.e ':•it t!.r following codes% IzWD1,):. rn nntirEs�-�c . ? Builds; � Code a � )J(1 i'.,1�): � I �� 0 Al]. lOCil iv..d shite build' << :jae` • S1TE. WOttK I I � �� � 1 . emovc: all orga: is material «c.d top soil from ,�rerx;; ',L-.dert:.c «c,ii ii .k v: carder t`.e w � y paved areas. � ' ' material t consist of a free drai:.:i_. , gral.ular material. Y la;:e .fi.l I il. l.ift,3 Fill o � not to exceed 8" -i:.d compact to 1004 st"..darci Ai►SH0 , .der i'ooti..k,s dr:ci to �)5A � ►U sta:laard AASHO under paved areas al:d floor sl,,.-us. a l F �.-, .•,�', Select fill material ulider slat to be o" l ', t:t• �- ,; ."' t-) crus, t'cl ro,:K, or coarse �- salad ( free dra.i:.ir:g,) . W FOUNDATIONS (desig:, soil pressure .-000 psf) I 7. 7 it f ootirigs to bear on firm, ar:distarbed soil or compacted fill m.i:.imuJn .18Uelow � ficial grade. Notify Engineer uefore procat:dirq,, if :i:;y urrusuxl ;arc e::•- sF"'�ti countered i,i the 1'ooti: exc.avatiol:s, r �%* 2. Do •-sot excavate closer than a 2 si Slope below footings. M � -� jONGCleaall footing; excavations of loose matt ri:�l by hand. ; p 4 C ,HS \� - ::%mum concrete compressive strer:gt to be 3000 psi at 28 da , ec. Mi:.imcu%% cement Rte. \ / content to be 5 sacks per yard-except slabs or) grade to be 5-1/� racks per yard. 4 ��. _ �•,� Maximum slump 4" I 2. Place arid crur�c all concrete per ACI codes and standards. �}�j _ �, Q �•.�,� \ . ` ' eac1� way rn..Axim,dn a.:lese Provide control joints ic. all �laU.. ol. grade at :.> o. c. , otherwise shown on the .lane. Provide ileav} ( .�/4" ) tooled ,oi:.t� at 5'-J �. c. and 1/4" premolded expansion joints �I .620'-0" o.c . l,. a1.1 exterior nalks t�(►d sl .•r REINFORCING STEEL re orc ng steel to be A-615 grade .+0 Place all reinforci.. -,,or ACI ;odes and st{ ndards. Lap all continuous bare 30 diameters minimum. 9��* ` r�, '�' 4. Minimum wall Reinforciriv s b" concrete walls #4 at 12"o.r . E.W. ,•---l�4col.t . 9 perimeter -` � .__. .,� f , � / ''•pn 2 #5 aro 1dall fu11 height. ext.er:di:ig to � '-0" be /ond edge of open%:.f,,s - vertical cars to e S. Verify weldability of all reinforciii- to be welded. 1'":—A11 lumber species atkd grades to be �:s follows: . a. Joists, beams and etrilr�;ers, -- } 6 Studs Douj-las Fir m G• I , L �'vr �� t b nom. beams and stringers Douglas F i-r #L z Bucks blockir: brid in and mis(:. Douala; Fir or Hem Firri / c. Studs Dou ids Frr Studs U / Sills sloe ers lates a; d nailin Press. tre-,ted Douglas Fir w Al blocks embedded ill c.o-crete G . All joists or beams framinH�. �1 (,►ot bear%:.�- on) blame, �,c;adere� or :;ird�rs shall W C► 0 / be supported wi Yr "U" type "Simpson:" or equal joist or beam iia,:iger•s, —. ? . Cross ridge at 10'-0" rpaximum u.c. for solid sawn joist conditions. ( W / l.J 4. PLYWOOD to be standard �;rdde wits( exterior slue. Minimum plywood nailing ted com. U1 Z g at 6"o.e. at edge and 12"o.c� . .intermediate bearing;. Install roof sheathing with. 0 WJ _ face 32/16. See roof franlir.�- plan, for special r,ailinz7, and pl rviood I.D. index for �'� ''V ,� ✓S v�T-j T floors and roof. F.�,- �� ' !�� -s 5. GLUED LAMINATED BEAMS to be laminated from Douglas Fir or Larcn, per AITC specification:, Z 2��' �� and certification. Fb=;400 psi. 0 V, '\ �y TRUCTURAL AND MISCELLA14BOUS STEEL LU C steel o e , a rM eu i:c accordance Witt: A13C seventi. edition:. Z �I W 2. All welding to beb-, certified .fielders. t,F e EbUXX or E 0XX electrodes. " I <, 3. Ail ':Dolts to be A-30'l unless ot.►erwise rioted. Provide s an ar piatcr washers rs �u7der UJ n .-... all Lolt heads and huts in contact with, wood. (1 ASPHALTIC CONCRETE PAVING U i s �� �� / �/ > 'Proof' rollsu gra e o verify stability. Remove and replace wit'. compac'tod suitable � U material all soft spots encountered prior to rockii., < ,_,,� 2. Baae: 6" compacted thickness of 1-1/4"-0 minus crushed rock. ""1 U 4T, 3. Weed killer to be applied to baserock prior to paving. r . 4. 2-1/2"1 compacted thickness class C mix (OSHD) . ,) H / G�70 r 1 CU to m �� T R' .4 R Ff1 ??, 45C , F�.S� 5 v L, ��, � V L ANLL 9 C.�/��► ARE,•/ - /G' ��F,n e-F'Wk P Ul ��' AViL n/QVC ..I�?E•.-4 _._ !�. CS C? 5. s '��� 5P l�,4RK, vG C T/,.. �V T Y,,WC ,/4 SPACESMUSRTO � � � :� ALL ISSUANCE OF BUILDING,ENDORSED �' ,� / / / ��. ri �f /�E'y/� PLANNING DEPT. • Date ,-9,� �,. I '"4 / s� ✓c!re/5n/C' �. ��Tv 2F r/C ,4X c WORKS DEPT . PUBLIC By Date (n �r( c , / V / c zn. �;E 4 �w�7U5TRi,•vG �,.r4WILDING DEPT. �� - -- ate '`'• �; y y F/RZ-+ RURAL .I -J.- 'N --T- TIN - 'KUALA ate �..., 1 , �� FIRE DEPT 1 r' y,�c..r ` �� - e•JA•g/-,:' rnnnG/G 2 z i 2 o a d COYTSTRUC ' .ON - <74.: �.-� �• � .gccon%v.�-E •ra�F',.� APPROVED FOII rir III,*: Q ,.,..� CITY OF rIGARD , , �ADDRE..S . rule'/'Vr4,.<..6 /t/0 AIC PERM I EX! TS / R�lJ Q 1,V E�J 7,4 4. e_iA 1/T DATE - _ , q� � ✓�i+.rT/L re r/n, ti' Rnc�F rap �'G''.�►�t Y ✓E 001 AE 1AIr Z y-5,_=47.4 W'"E ��NR T .n �Lc11�p t,, I Z-4 0 I a io " ,.'If4i vr.4e_e_ 5 LCT s'� 'Rl� C,/,l) Al, N'. /1 s�+r'T, r':/'rl 2 T 2 6, 4 /E. �r- W,46,4/,VC, 4) 1 ..ter j '�U �„ �,., �„ -.�.. �• r, (qty` , 4 P tA,l, AT v.E. _ ,~� THE .�� )�y - dst�.,;fj, .4 ►'f' SL.4� . !07 A "9 PF4GC1�%hG" .4P ?I:, blKE PLIT� Bf..'//; 47 / � ��-,L�[ �'�' c'.-1 Ail. '/" C �� W f',dIZ-� C/. r C'.f•!,, � r.dl 4✓GE z 5 O5�4 " INE! �iF ,Ut ,Ei 4 W,ZS�'�T P�E"'G%"E?.0 T ) 1".4-1,5 j r .4.0 , �� f•E�.F"S' 4 `1 ( /� (� _ F� �• , r, c� T,�.E,�Jl. F G 4 Ar.-4, / 1J./, ;r'�"c'� 4 ,�S•I 7 :r C ,9,4 -.` �e Or • �• > � ,u F' �� t'`• � i �r; � � U A' F 9Cni..E PF10i No , SF'EE t r LA SEP 22 1971 C� `\ s2 VenDomelen & Looijem� �_- o F .,W +M • AIL TKA {(PI i i�ilili ililil1l ilil � li J-41 NOTE: IF THIS MICROFILMED 1 !r " 1 __ __ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THEW QUALITY OF THE ORIGINAL Z ZL Z Z 4Z Z Z Z tZ iSi I i I I [ £[ [ L94 ��� ` ii �I I II �I III;II���� � �� Ilili��illlilllllllllllllliiiilliliiilillii�ii�iilli�lillllll[III�Itu iiliiiiii�iliiiiii�iliiiiiiiil�li►liliiliiiiiiiiliiiiiiiilii�ii,,�I���� <<��I►►�► I���I,u► i�l►�,tl����IIIII�I(,, ,1(,�� �I •Illlll�lll�lfllllll�lll a,�i I►�il � I��I��IIIII�III►I� �� •I���� ��III�I�� � e 1 JUNE � 6 -7 ) 1990 9 9 0 � . 3 5 (�„ (� " • •97 � n,uA?". teo�w.! fc d[sE n:�c 4. &' AX4 G VIA3 ^44 t $J6. / cW/L/,V 4; „ jvA.:C ti�U� -,',A.( UW T —A, 71, r A'Iir A.l.�IiE'K'J �� �., ,i/n PYA P�',wnuarlr tvc. -- c�iuc cnwc -nuc c. e.; IH AJ dJ /3. G.�. 5.F. �. 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