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OE 52 92 k2 92 s2 az EZ ZZ IF oz sI 91 tl 91 SI b1 c 21 11 01 6 I9 ' -c+ 9 to a Ie 2 l"'« rI1I1111II111I1111I1111I1U11nuIInIIII1111111II111I1111I111111111IIIllI1NIJIUIIIlUI1111IIIIlIII11i�I1111IIIIlI11!111111IIIIIIIIIIIIIIIIIHIIlUII1l11I1IItItI11IHtIIIIIIIIIUIIIIlI1l11IIIIlIIIII�11�lUlIIlU,11I1111Llllllulll>)1llI�1I�1111IIIl1III11II111III11u111I1111I1111II111IIlUIll11 , MAY 29 , 1990 _ b ( f NUMNOTES ZI C!;,rF -Er_-r c c �v/ V�.fiOr IC( VC rQrt C.r- •a �� W 12 6A• W W'� AD©ITi�UNAL GENERAL NOTES 3, Cro,,hridge solid sawn joist at fi -0 ' o,c, maximum .:t 1coJp.c My 1z �'�+ 2KatitE W/P .-wf� rte I• 'These notes are general in nature and are 1 to set minimum standards for construction. - -' roof, and floor areas. ` ILHr.K, Where there is Conflict between drawines, s s �� G�Gs�. o ° N , a ations and these note' the more 1. All finishes and colors to be chosen by the owners 4. Plywood to be 1/2 CDX grade with exterior glue, stringent shall govern, and verified with the Architects. - Minimum plywood nailing Rd com, at 6" o.cr at edge r,J 2.► The Contractor shall verity arld co„firm all (t1111eltsions and conditions shown ori (' Paint all exterior slump block walls with "Thorough and 12" o.c. at intermediate bearing, ns on the drawings and sverifieSrW CO as well as ions condition f i implied `teal" per manufacturer's requirements. Rodda "Traprock" 5, Glued laminated beams to be laminated from Douglas �� r'o M"Y� �""`� ' � wN►�++1�. � ,1 _ * \ Plos s o the site. Notify 7--38-1X, Fir or Larch per AIC1 specifications and certifications, �� � ��� "E+A�EK I Re.Lc Architect of any discrepancies prior to Start of work. All flashing to be 26 gauge prepainted metal unless for combination ?4FV4 DF/DF. `�ti� oN�vI 9r C"Nrydyyr I j Z��uPrtrz' tatoc.,c-"rgletrfT rioted otherwise. 1/2" hem at joints, «�LMps3or•JKYiC�•gC The Contractor to provide all necessary temporary support walls, floor~ Ind rootu,p Pled v,c., -- - - to completion of vertical and lateral load s s prior 4. All extericir walls, new and exist%q, to be stained I �:.ws� .'Z�. y terns, with Olymmppic Oxford Brown, II �h�Ilc•�TL•'I,� Mir--ol.-rte ----_ ELECTItICAL NOTES ' 4. the Crnttractnf to verify location of all undergrouni services and drain: Ilriur to P "'` - .� �- ___w - ' � N'�o►,1b� st,,rt of work, 1. All conduit runs provided and installed by electrical I jtb+ulty' 3r,2 F��%- ��r contractor, No conduit runs shall have more than 2700 �C„� V tea, CODES AND ST,'NDAROS t _-_ ---__-- w'E vua'E-r> 1 1 / ^-•---- -- -------- of total bends between ends of pull boxes. Owner shall r (- -� .A Vtr'F;p pull wiring and connect telephone and alarm control;. 'I tJ _ Ctr�T ,_, All work shall be in strict canpllance with the following codes: Uniform Building Code 2, All work shall include ail saber, materials, and � ��`..r ,J, o (� I1-=� C.1979 kevision; all local and state building codes,, equipment to complete all work indicated per local � `� �j' fr>cl�sT e , _: REI{'IF(iRCING STEEL prevailing codes,. y - 1.1� - -- - 3. All electrical work shall be concealed in wall eon- - Fs�'n � CY-. -•- olmsrt _ �� I. All rebar shall contour to A'.iTtd A611Grade 40. Welder! Wire Mesh shall be ASTM A185, struction unless otherwise noted., 4. M-1 conduit shall be F,M,T, or rigid metallic conduit 1 Z. and minimize bends, Place and secure all reinforcing per ACI codes and standards, ti. L lela„I„rcor.,.au,T M1Z &U. aeer•.AJXrrr -ob��s� � cT y ��Zlx I,/,Z1 �� �q" ,c �.�� � CARPENTRY ` LK- b l h�RCA*'ew IT>! �T1a►+� ¢ / �o tc 2 W r,WGlpks �trtH FCs�11-.� �N'r E�GK -- rfOL4P 3. Lap all continuous bars a minimum of 30 diameters utless noted otherwise, _ } � rcw - 1. All lumber shall be new and unused. Douglas Fir sur- GQNCRFTE faced four sides, defined and graded in accordance Q•"P,e10 �I IrrNac. with the most recent Grading Rule by either WWPA ✓z' 4 c4 op'+NDN /Ao'v✓A..� 1. Minimum concrete compressive strength to be 2500 PSl at 28 days, � or WCLIB as follows: IT ��dr �� O 2. Place and cure all concrete per AC1, I ,1 tight Framing and Studs........ .......Stud Grade - Structural Light Framin ...............h?. or better, ,i�as I li N I �L��G. G r' C.� ���I..�I.-� G' v�N���=l' 0� I�/��t'(�� �'�'/t✓`�-i`�f,• �-�C .0•I �-� �- t 0 C Pgg - ENTRY---- i Structural Joists and Planks. .........A2 or better - �' ' - - - 1 - 1 I 1. All framing members to De of IY2 unless othtlrw�' beams. . . ... ..... ... .. .. ... .. ... .. .. ..#1 or better �/� - -d iia .d I -O' '1j p I -� CQ-LOcsTG `(' • c 3a �,VGpr:_' 9 ike noted, Posts ► � \ . .,. ........... ... . .. .. . ... .. . ...ill or better- All c^. wood in petrmanent contact W th eche. or CJI,F;� to be pressure treated. �; r � _ills, sleepers, plates and nailing blocked embedded in concrete........,.Pressure treated f _ r�y1/I�.11..��� -�+i�u✓I : ME ALS Douglas Fir 4 -- _--._-- End splits checks or ` shakes shall be 'limited to 1Z" - - - � ': All bolts to be in compliance with ASTM A-307 unless otherwise noted. or less from each end of Beams and Strinqers. `�. nA�r�+.r(1:,�v+rr►•It'la'11:n►JaMoAIG ?Zai. sarze,c.or'a1s ,,n!-�; �� p ilii Oce, yrs►•w►re , n ADDITIONAL GENERAL NOTES ---- ------__ 2. All Joi_-tS framing into beams, headers or girders yp ' pequal 1. All finishes and collars to be chcs( ,:td verified Y,--h fife Architf,c-1 , shalt he cam hang with U' t ' or 2. All flashing to be 26 gauge prepalwo-1 metal, Joist ur beam ban ars, At bearing Simpsonon conditions use 2-A 3bN per joist. C.r�P Is.o, . I I Y, L ATrGN a� t'er71.J�rwG- f=-I-I Fr:�Oar•r uNha t=, r�,.- -mak + -5 iz-I I _ -__--- - a - - 11! 1 - , MECNAN,CAt. NOTES - ,�-�frwd►•rF�a�s.a• �y SOON ,d, _ C-H �atcV �pg ~31414 1 t -tt�,W1 TSI New ductwork/grilles to be designcr' iii. submit shop drawings prior to installation _ �4a exxV � for architect approval, I r_ 2, Revise/modify exist ter•mirals to io adequate ventilation at new orficers' area, �- - , Connect new ductwork to er,lst, Le r Z4, v (zu�aw. ON W/ -rsJPPDIE`' Cs�M1 1/1 \ -- E,c'ir+...-,. :•.u�-�.-I�I..�s„F _t`---- ^� an�crlc�F' �c� ��t�c�•+ Ex;.'.rtT.--1'b �Cl",�•• '�/rte.�-� �ii,rn. � cr'M r. 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V I I Mal L � I t4.,•iG I N4�W iQ41�t01� KIR I Q Era� � W � c.�h+-• ,Y --'r---T-l�Li1l1�►Al, i:.JC � I I I ' --_}..,•_____t -- --r kf�6+M'}''!� ,�.G+�r-I/V�4:------j r •-_ _ ____.__.� I I is \ !t!tC15T f=a1�+d,-cl EiCI --- I I u I �c.q� Ah P C'(U/ 'IC Ta I I n IL f1 i r I S I I - Vie• �t"e�.J� -,b -�,oco.->�.a I i I -- -- __�-- _..._.- I-� -� ' - -- -- '_4"- � J9r-o ce-;�►.I�. -,r •gT'�!r'f�b.t c=6eN�'� lu�C�3 I I �I 11� � r�x'�"� r�•c I I t- � - --- �.�-- _ _- a�nnuc.k-la •� o►Amt cx I �I -- ----- 6srr. , lu�,'r I i I �uNIQ� �^ , ^t1Q�lra1„ 3 IGiJ51. ► I 1' ! � � ��r r-_--�--•- __.._ I -rs�-�.-nol.J - 2 Z 41& f " �� .- _____. _.r...-.._t-___•• :,, _ _ _.-_.--t.e ""`•- � � c,.Ell.�.+cam. �Fr.�s�sE+.► MElra�c. �MI L- v 15a'+�+CIt.JI I �� I '✓, _���r��-Icd�� 1/ u>vrtlta. iu►.ri i I < - � rr�-RF?rte''el�^ .c►�s N ►fB"`'" ( I ( y i f o '14 e -races Baa? oN/A"-L 4 wj - - _ _ &A 05T-4661b I W&W '56A& I I .-r vlrele. I � �-yayr: � ---�` - c ts. ri - -- veaoP tl.[V lb MA.r&I e+e1�rr I I I I I `: rC7Cftsr' ftv-TIJCi i� Wew 4LKIIIII M16, I I I r N / I ID,� �1�1 -� ( I "'� (,/ r'WOR. i'•IX11J ?t7 - �--7--- Ic-ol K I-a°><12' ( ' Nlwrto &Xx vr� w �'•z K `� �''� .�, , I/,- • ii I - 4 r v Ott , JJ/4 MP�yc�A+ / A'?r�+FbVN/tiJ- rtr�ui2T �a}Q - 1��0?11Jii W/ C---. �4cc I L -- i ?'• 4 ,Wear �� t ,ct rr�lr� 11 -T I I I � 171 Ma-rcl-•I &-'k1S�. 44-- _r -I- E� I ewpv -2x4 NWrQ1r-ttNor mar f1 wra I I� AL IIIr In 0111' a.-Titin�LJ►r`+I' _ .,` '��.-- .�.�'� 1 -4 I - - _ - - _ - --r WOW IN-(LIeN � exreT i e,ers-r• I 1 _ _---- - C I i , I" u �l Iv a. I'll I _r 1�UwiNG-pro L"+CSi'•, �✓:� 4p- - - I I e>< 1 I �o►.+w�. . I _.1 j -- ' „�J�,ov.N,W z f. a _ _ I i- �'K=' f ''•`" Il_ f 0 N NII I 1 0`. : ,1 ..._._ _.�� I I 1 i - - - _ _} -• - -- I M- ,.� _ rzrr�-rr. lrsclr� cre.l.� \ - - `' _ t7 :� �r�+W� I !(• I r, I //}} n M6Kc::.�•r VAllx'rl 7 W >, I I�a s141i I KoaI lu ':Mw�e�M S'� 40 5J. 'C q �+s•i�o•r 'r41 :>~I��:IeMt.ate, - ,e ' 0040% Loem. I I 71% 11 aF \' I I tr F'I c.►a a.F•1-4 c-2 �F Rr! I I .._ t•+Isri'. _c•�ro KIK} +A I i �� ecu 1�4 R4� `�� t I �- wr^T ! �` - - - - - -� ��.L_ A�.�rcrl 4�I�cL� r tc.1 I ►JI[!w I hZI COLAWes _ r 1' �str;`' \ .. _ 11x1 Nr atn l�.7o AM'Gl.f I •F. • �1 _ - __ v/s, 19 o can c. Fft '' _ w/�..aa,�t'il<r-i _ w T - L4�-t,Lw woR+c rr-. X�Icp•.c�..�vc�v•c'_„c�t 41 �f NCS pLJn6� I�j (`��('��(A►�.., �^i7l.��k�,�'!b.`�'I r'' � ��...L�.� i� G. ^ �!rsw/;a IA ® + + OAICIIM A .f.W.IIY a, AMp - , - a„_.. + -.. .. ...wwwnw.,+,na.+r..,n.nr».�t�ws*ar„•r.��, I ....._ _ _ .. 1 1 1 1 1 1 1 1 1 1 1 1 1 �'�� •s - '""`"""''-" '"""•I'"""••'x�*•� ._= ---^--•+•--- __-._,,,,,,w,,,,,,��,�__ __�-.- • f , - � IIIIII•tIIIIIIn� I � IIIIiIIIIIIII ( IIIIIIIII � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ( IIIII ( IIIIIIIII (I,11111 �..._ . .. "` 1 r ..... _ NOTE: IF THIS MICROFILMED I , 2 3 _ 4__ 5 6 7 8 9 :0 11 12 DRAWING IS LESS CLEAR THAN -- - -- -----�. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 62 82 LZ 92 SZ b2 E2 22 12 OZ 61 81 LI 91 91 61 EI 21 11 of 6 --19..--..11 --1 II-- 11I9 S b r 2 I"•�w InllnulunlnnluulnuhullnllllnlllnlilullllllllllllllllllllllluJhullUnI1111IIIIlI1111IUUIIIIIIIIIlI11!IIIIIIIIIIII1111IIIIIIIIIIi)IIIIIIIIIIII!IIu1I1111IIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlUIIII;IILhl11L11W1111111111111111>IIlIII1111IIIIlII111IIIIlIIII!IIIIIIIIIIIIIIIIIIUIIIH MAY 29 1990