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12625 SW 69TH AVENUE-2 (1591142- 4C !305(tr DENTAL )FF A) t Ili 0111ra OL1J1A&[O `R04 CONOU'ER INPLI 40k0i A SUOMIT(U 1' TRUSS WR T0! CNORO 2xc or L 2400: •2 QE Q FIECTr¢K CRITE114 1S L;?BC• L '.*�E ANO 111240 WAL LOAO. 90T CKOXV txt Kr $2 VI.15 7x4 "1 02 :rt , 00 20 OF l S f.'Pdrrtl. R5;;0MEWrj LA-19,c-fl lie" AT MIO�NAN 6ETW;'[R Ii[AAjNGS. :MS 1=A I+f SS: k (A) 114 43 HEM-FIR Oa SETT,-* CUV#TrNUOVS I-ATERAL 69tAtI.VG rr, BE WALLY SPACED. ATTACH WITH (2) td YAILS. bR4CI1% O N NOTE . SPICIA'_ 10111011VG :ARE SHOLLO 6E rkKEN 01MR5 SH;WNG M.ATMAL TV BE SUPILIE0 ANN ATTACHED LT 3014 E40S TO A 4X0 (RECIC011 OF T';USS_S. SEE "WARNINS' *;TE BELOW. SUITASLE S:IPPOAT SY 'cP.EC1104 CONT'IIACTCR. VC UI I (CWN CTGft PLATES 41)SI If DESIOED S rMS'ALLEO ill ACCOADAMCE BOTT014 VCUD CHECK0 W NOK GOAC11� WT ;0 pec E "t LOOS G v : V:%'' RE?UICEMEXIIS OF t CA 'r RESEARC4 REPORT 92949. � W I �o Ln cn 0 W L � ^'1 3 1 '46)b 4m '4.0 (R: 1 _433 ;R; r z Old X? ul o A 1 'AJs + . 1 A+ .A; O (A; ' I 44X7 m t r9 •" 101SX4 ;, '403 145 X 15 a>A X 10 w1SX4 u: T40= 24.1 .8 if- - 49 3 DveT i Suoper; S I 1a II A m Pl. " ;Yp . _4mberr".ate T Uawe ' p r ' r IID I �S G�si n C .G a : TP " •9� STD a8 OR ' 1 1 . , R Sca F 1 ` —'colorloc— ralm; •icast [11110[ CM( ]A j'6I11ICAU40 fA(lL194 10100187 d11 .111at HIOr[ I L� y N4ClAf 111'1& 10 •14!•01 (11AIOLIK (JIVA11.11t ./0 NUM141 ►Hi(SMO1 ar '� ;71u1S rl,r( '-` PSIF :t Q' �. -GS�I�� (tl 10111(elrl 111 0 0131t• 04 . WIT[ 101. 041208. 1; 1111!; !00 S%F: - PCA:'(Cit 10100 110 rc ^� 9A ►[aP1kgT00 polo it •gmeI(IN I /nlrtil M 01&!1111( 9401CAIII • (0-MA S01L, 110•. W4240 A'raC110 u statcriAAl •114)1 &*I MIN CaMf SKL.L 1011 A r00Pt11T 01r.tx;IS 4.010 C:CLI$4 �� ( � `� CSF �vW � w•111/9i.TAlh1 0011TIN A _MY Of w+t &[1111• TI tot 1111,1•A':0/ :HI41C/0/. 410111 I16t1(14cl _ . rtlOUCrf IK 1144,. off It 4ftrPOt7lti 110 AN pfat.l(01 rad 1otf 4f4140 .0• IA:.J&t r0 - - /� f t1ILI 1141 110=![.t 1• *INFMVAI'r 1111(■ •fr 01 144/1t:.A1t•e. W1121jN. S11H(40. lIS•b..i1IM1 01 8► '-` .i �. P5� F10.1% w �V / :Dc. 01AC1O11 d ►tMlf evil 411/1M awfm tlru 00111cmic 1114AY19403 R 111 (1.1;]110% OIf1M 1 �r� T 'r , LUM9EAMATE 111Vr1C•(t1/ 4181.1(140 41 fit ANOACM 047114' All ISP[I AMCIATtOA I0O 111 1149/at E 1 0 .l 45 .C PISF S•--_k - 4A;8 � I ls� i/4t[=rasN t 1141? 47 lOtA Altll •M� t1AJ1 ><Y1 ,-1411.. 4t1�rr ,s •11:11 1111• cc/14tra1� •: CUR.�A� ,5 f Tom! i4ce r.tt . laus 140 g•t0s! alw4Nlrst LIC110 c1 r1l:s MAIN, 1111( » C1a14c •tt RI 111%%1441 `f1 110 •00 140 A•1 AN t/ttotl•1 Vu. tf =■rf 11001n6 •Ir1 ;:s 11LV it!'il EXPI 040x" _ 01 'rr 111)1 CI1iCTt941�t we IIIA) N1 it f=lit 11 SP�M( !1 441( plMp �.• PC I It 24. 08 1111 .. - ..��• ._.r.�. .. ... 1111 _, ... - IF THIS DOCUMENT LS LESS I I � III T11j1p I1 ( I I I .I I ( I 111 fTl I III III l r���� 1-1 -1 IT 111 i _T�1 -11 I I I III III III I I III III ! I I III l i i T T� 1 -1I II I �1 1.1 1�' 1c I I I I IT] 1 LEGIBLE THAN THIS NOTATION , 1, I 4 �1 , 8 R I 0 1 � ) � IT IS DUE TO THE QUALITY OF C;2 I Q THE ORIGINAL DOCUMENT . No.36 �►'"..•..^ ' £ 6Z 8Z GZ 9Z Z '�► Z SZ L TZ OZ 6T ZT ii i 6 L 9 4 IPOlga"S Z T ( IIIIII (III (III IIII (III II III IIII IIIIIIII) IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIII VIII IIIIIIIII IIIIIIIII IIIIIIIII illllllll IIIIIIIII IIII IIII IIII 1!!I IIII IIII III IIII IIII IIII IIII IIIIII I! IIII IIII IIII 11)1 IIII IIII I 111 IIIIIIIII IIIIIIIII Ilillllll IIII IIIIf1Jl1 11!11111 MJob: 09600Q6--L ,H,L, . CONSTRUCTION 2 f 46E _iPRj Si SC ISsor THIS QW0. WEPAREG FROM CrAPUTE01 IRFwT uvAaS 6 010 MIlesS1 501 1170 By TRUSS 1KFP. m, CP OCAD 214 FL 1169et . PPEOICIED HOPIZONTAL MOYEMENY IS 0.33' DUE 70 LIVE LOAO •t GOT CNQAO 21414 FL •fillet . ANO 0 26" OUT. TO OEAV LOAD AT ONE SUPPORT . s MESS 2x4 HF Starderd N3 2x4 HF 42: -� DEFLECTION CRITERIA CS L/3S0 LIVE ANO 1/240 TOTAL LOAD . CONNECTOR PLATES OESIGKEO FOR GREEN LUMBER CONNECTOR PLATES yNSr BE OESIQNEO 6 INSIALLEO IN ACCORDANCE � tv PEP NLIS-91 TABLE 7 .3.3. W174 FEGUIRENENTS OF I .0 B.O . RESEAPCN REPORT 02949. N N C� I tUl 80 T T ON CKORO CHECXEO FOR 10 PSF LIVE L DAO. H 3 Ut U v v i-n LD �D, a -r -< ,n o ru —612.9 6•2•9 �� � 'g•7 - -� 3 T 154 7 T i O = 3 � � Ln I z I r 17 TA03 / TA03 r 7 7606 M SAM I 9 1� 4 O r • 1143 ae -Q4 9 tools 1508 eF I) 12 , t. `i I i J z 6' 90'? -... - -1-- 14•2•2 - ..�.. 6. 2.9 ._.042. 7 A 1 u w `R• —irk �' Ari240• M.�'e A•t240/ 1R•g-8 X � (V `A LEFT RAKE - 1 ' 1 ' 14 R[Gw' RAKE t ' i ' t4 w u- 7�1E 3SQ2 TYP . •• T TP[95 ()ESI GN Cq1 T-UBC QTS° - 3 TCTAL 3 OR/0/i/0/-/A/- REV ! 7 . 30 s SC �0. w1lrtreets 0141tscaks •ewe MQUIeet ce+eta CAINc, IAC LL 25 . 0 PSF AEF A'3I•-66749 ti M* I MP OR T A :O N imt Bet me eetsr jv1.t ►�1 a•Ir A RN I N u c• .Mea vn c etc•cot+ .� ►� eletettaw MOW T>,it anise e■ Twit setceaece1114as a vff seucue se! ••1e-v ev T.i •tt *•ts amik �S TC OL is . 0 PSF DATE, 07/119/96 ij(,uM '* fU110 I-T leues tM ctierowwra 11)x+ Wool W W: •oe IWI*ICPGL secl•t "1416"cer. arty: •W s up aettclees .ee euar tf !01141 tike 14ML 1/11/190 Mie 24,81 OMFAOW,1s WLtes sonsetlt IeQ2ck%M ►1. 18Ci C DL 0 • 4 p7r }DAMCj BIG" i teCjW M gps10 rRr W"CTMs 't 10.4 114tt W 901M b1Kt 1t .e.teK,• 1NUt/0 ♦-ft Marti ' W00 v PSF t PQ L M L M ?mn Oe0 t tv" cimm1= Letivr" to tort �snK P11,1110. t• TT1c tv el'� tN.IMMA I�t'Ttm. C+{1110 1 BC .L ..,�,.,,�,■,^ ,. ct•TiKt" Men Lef11ts"If 2"Osests otUG& PI-Wea"6 c4. JW ,•,9000(Tm ftwoek• 014114 IM14 •• ,ry • � �' ;OI,LO 4JR . Q PSF 0/A LEN 26-0 rear vt1w ►/Rlcaelt 16"t1Tell or W" 6 107 N owslowt11 ! No TECMIcx Vc4e! I01,it' /911 epwivit' ,L .. stn aN 1*t1 e•letea ieellts •e tNt 000419* artCIVC • O"WALL ..0t ICOT10k PTAVVf M • UP"' W10012 QWa,4EAC . I / 11911104 WKI " slw•. pet ■ ONLIt0 ~ 11'% •" 01110, et• . rtslek 114 1K 1.6431 tvtc— 'a(flAtI e — —'�`�• 1-� Q 1 .-.r•c ` MON PtAf% ,s1:1VIL ats • jWi wT7su6 01SMAI sacatc 1104 •an AOC a�c�tow SPACIN�'i X4 .0 • ' 'SPF 5�. - --- --__ .. t, ,8,8,8,8–•- _ •..,,� ..i . op IF THLS DOCUMENT IS LESS 1111 � 11 1 l III I I 111111 1 ITTT 11- _ illLEGIBLE THAN THIS NOTATION � 10I 8 LT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT , No1•i3e4T I I L I I li ilIIII IIII II8Z II IIIIZ Z � Z SZ Z TZ 09 111116111 81 LTI91 8T ZI[ TT , 6 8 L,liEli IIIIII IILZ111,11 11T Z 11111Q111 ) • I Bob— ;697141•Mt CROSI(fl' OENCAL 0« - 6-SMS) T/15 OWS PRFPAO(O FROM COMPVTEF .NFUI (LOAC$ ! 0114011100ii) SUBMIT';: !11 ;44si NF% il: tr TOP CHOaC tx4 Dr -t !1016:. t'[=l_':Cr�aN cRirFRIx 15 Lj240 L : vE so 1_i1a0 Tom LC-A(J. Z NOT CHORD 2xi Df•l #2 11t1S 1)14 DF-� Ot :wi_ 2)4 1-.F StandarC . 'A% 114 43 SIX-FIR OR SETTER CONTIMHUS LkTEPA-. ®RAiCI.Iti TO Q M . 106 2X1 fF 02: BE EOUALLr SPACED XTTACM Wt TA (;) 8d -VAIN S. BRACING r M ERtAI TO SE SUPPt1E0 Ayfl AkT'TACHED Ar OOT4 EPOS T-3 A � SL•ITASLI SUPPGQT 3! (MECTION CONTRACTOR. $ t j w GORNECI'GR PLATES OESIGYED ECR GREEN LUMBER °, tJ IPE Noss: TABLE 1.3.3. C04WECTOR PLAIES hBSr 9E D£S(Gmfo t INSTALLEO oN ACCOR)ANCE Wl114 IMI%IENTS Of ! C.B 0 RSSEARCH tEPORT 02949. BOTTOM CNORC C14CWtO FOA �N •CONCURRENT 10 PSV LIVE LOAD. � N G 2 W I T8141 � cn < `0 111 T' rn CD I (...I k3X5 I rn I 4a3(R1 ! W3XS IA) 1 WR I U-) f• 115 'c -z _y m 7 r 9 w3XS wl d 1 103 ♦ ( K3X� =I • o A. I z co 3. f CfA .0 i Q R 04X4(A2) u WISX4 1, '4515 IE N'4 4 w z ' ;�,� �- s a �� a • Za i tt � ic i 6 ► 4 t 8-3.6 0 9,4 m V -6 -6 Over 2 Suppo-tsd-5 59 --- --� 1, s. "94 541 � A PLTYP . Lumbermate T.Wave T'3 ) -9i Gess �riteria : "PI .45 5 ,8 0'1111 R; _ Sts'. e - . '.87' ' F: . li. ••I1A11)oo•^ A106s S 1l. 1109 cl P1 CA( 11 1,444C.01141. M.RQI RC, itlfrltw. 1111t1c110 A.137 rc L. 25 , a P$F REL` RT3: SSbBT z INW106 101, T11ss 119.': I91'�11t1 161 1.111lid 04 11(11 no FA§tw/ ■1 11111 ?l1 16;417 g1t.•tics ollat 'C I !- ••.�--��•� 1V 14ruue►t{1 •a9sc 0019?1w1, Aa1t9t s•w:1.1st irlt:�rto 111:0 10'11± w41 +art •1�/1(a.« .r►.co10 C l3- :J pS= 04'E 0: 1:5!96 11t11a1G1Al 011,1. 1101`31 :10«U 01641, rsff A 3110Mtt A'Whr1 111:1(1 c11.116 I , .. S' )R11 r.�Srt t 3; 98101'SC•,a ••:,/111140*« 111111010 . COPT •e,ta oc%�{/ a 1111 100%41.161101urRAe�:a ..•O1[ eO{1•Iiap � I�o•fJl 1 � Lj tA1181C?i (K. PALL If? H 190491OLT IAL all /1111811116 PJAN 11011 10(11101 AST fi1j.'At '04 0 3 � �y Rr • •• PS' ,E),�t�,•�-- ---- � �1 101'to I•t twilst! 11 cov{ul/11Gt firm it) a •0811CA19c SA'swii. !11'10107. 1257a.at111 f � ""'' _• •� ` • , •' u� I 144clai {t 1104!(1! 11111 161110/ 0111411% •ito 000(11/0.! /101(1110! 1W 101 j1atiCAt' X1148i . `- LLIMFWATE ' utcwtcrrtw *'.rot($,-(I 11T 11¢ a4tArca9 r11tsl jy rani Alsul.•t//s Am Vot AACItt tRbrl TC L0 . aS .0 PSF SEAN ?784C WO/(t+i1s b11 OW1R a sc. AST• wv ■11 W9. SMIL ;ecus Al /1111. 810011 4j0sawi1{ 1{ a�4r.1�1,...•atr. a lJ =Ac 1 is t F om 'p T11� (11-C4 FACE • /1110 110 11111/9 011619[ 106.61 at '0111 :1:1(10 DCII1:91k LOU(C• ill � I ' )24011Cs UB .17 440 IA . t •1 tlKtOcte's 91ae C1 '•1: G1u114 •1'. If 001 , !.110 UP. eom P t .� • 1-+ �," 1i 1101 4111 OIII f:p 10/�c A%1 1L•., tri K 11110 111Q1 11 .m. 0.096 r.� Av G 24 .0 IF THIS DOCUMENT I5 LESS 11 111 TT. 111 [fi "1 ( 1 1 1 11,1 I f T 1 111111111117- 11 T 111 I 'TI] �I 111 III III ill 1 I III III 111 111 111 T11 111- 1 1 T�T T Ill 111 111 111 l 1 11111 111 111 i 1111 i .. 1 1 ( i 1 . � 1 � I 1 I I I 1 l � 1 I • LEGLBLE THAN THIS NOTATION , � 4 ._ 6 ._ g . R o x � 1 IT IS DUE TO THE QUALLTY OF No.38 THE ORLGLNAI, DOCUMENT . - E 6Z 8Z LZ Z Z i►Z SZ Z IZ OZ 61111118 I Li 9 � 9i � i Fi ZT Ti T 6 8 L II 9 4 S Z T91Nu10IIII III1ii lilt 1111 1119 li (III IIII IIIc !ill 1111 li I III Ilii IIII IIII IIII III111111111 11 sill 1111 111 I I I (GIr14? -111 CROU0 )ENTAL OFF. - FMeI THIS C04 /RIpAIA(3 loud CCaraf" .k=IIT *00i 1 IIN}kjION!) S181014 Y' .) P IItull 11'R .� ?G/ CHORD tK4 FI_ 12 (A) 1X4 "t ' 3RACE. SAIF GRAOC tS VU M'_WF ATTA0 M'.TM 1101 CHORO 294 F1, /t 30 NAIL i ! 6' C- C . IRAGINC, MkTFR aI_ F3 SE SvOit 1 F1 81 MESS 294 M' S A�ddrd . j tp:c V tow .oIIrF.�cToc , 011). M11 , 412. 1"113. 1114, 415, M16 , M1; "10 234 FL 1t . + t011M:.T44 ')'.ETES "T rE Oi`3 WrO 6 (MiT.L-0 111 ACC)POAKE I u- ICONNECTCR wITH RLCU;a:MENTS 0-- 1 C t! 0. P,{SES►?iM 11103.1' �:1A4.1.11TE5 0E.51010 F(4G".f:N 111MeE!>< I ! PER K15-91 TAOU ; .3.1. :107TC1`1 CHOU CHFCUO FOR ROA•CO&C1110411 10 PSF Lift t4X0 � 1 i ' 9 W cNil Ul cn T _Q N I ' 1 W rr ( �; a •! CD + • ' 1 cn M D 1 Qr, Iw: cn 1C' c1 O i fl•3-sj .� i ''C3�Al l • T103 to f L. W Z 1 a A -3 .0 C'vt T Cert ' -VOL S 541100'' _�..a,► � A m — W ' Nctc : All P' dt!l A•e TIS3 ;xcept 4s Si au- . PtT TYP. LumbePnate T 7I -95 Tesl n Critcri• UBC ;6. ' OR ' s ' ; ': ' R � • �:.d� e y 18T5' 'f : . "W111113•" 7MUS tt1V 11 1.11.. 004 1- FAINA6116111 AAMMS1M !,11ff►11a amr►tllrl ,It fC .l 25 .0 >p� R't R ' SSbaB ¢t:119 11111 To bit." 111,AO1l11i I/!'11,.;14 •10� Irttil6► 0114.91[0 1• '1' r:,ss �., i • • - (U �llltr,,r� X13 [-a":c /1 11!Tc 11111 1.18150,, 411 W111 rot S�f[T' •11,C••tlS +IIIL i I , �� n11/11►a1R 111 SJ 1014"1COs rC V41 to 3fr[I/t;'[ /hullo '!► 04010 "ALL oil( /174[1.• :Ir,t110 : �I `'L I() •� p`' O��� 1•! :S j'3$ t1 n*W!NU 1O1{t. lo:NW :11CIC 9Nu 1►41 • 017#IAAI t rrC-41 111110 :401c ..• +�/� *6TKP'1?►441`4 /IIII& P CPT y '1111 /111114 '! •a( •a N[ 1/#Ail1_Il 0 BC 11L IQ � 7�: pRr 1141-j1) 31 Sldl . tI92 � 1K. to", 1Ct II Ill/aMlltf old .110 JKr;4'Ic• $tpl '•111 /Irlc11 ►>tq rM 11111 ro 1 ma" Tur Visits it cmeauect QII TIl M !A&irtt'jet we a.? o. Iwt,role, Ia3%RL.`too to a l �. C .v 0<< �A-��G r _fin rlt< •: 4p u11rot's T,Irj 111111111 oars V i• .11.,11,144 n111,Isron P 11l: 411.1 s4r►1. 11[141111 � ►Q r ,1 0 •13 0 PSf SE G1� � 5826 � � MATE 1 �:C:/14[111 >'711I"O IF T111 Altlital gICS' IAS so"t, AQ'7C14TN11% 413 T'I. •Ila i }- — .. C/141C11t1 All M10( C1 Ail 111% ♦111 •77 Ctrl Vgt4 IIIA+ ►1 OPS. MItI LOW:f111 rG � - , ,—'—� ►� o.. .......1..�. AC. ^?+ 1c fCAI� r l96-',q 111/0 91 Min wG lattsl 11Ir11 m &wA*iC or rors Amts, MHf10► oo11r(t /;l ` f•a• - m ettrlNl (111 !i/ Ail it/ e, 411 <14111fi1•s 111A 71 '0111 /411111 AI1t:11 ali.9 1401 1 GAP. INIG 101 ft( IOull /[p1cr[0 4:1 Ail 1%4,j 10' II 1It11Q yoIt 1111 111, Aif11t w• r i � 111 ( T1 fI1IIIIIIIIIIIIiII t 1TfT111 1T l � lllllllillllllllllTI1T11T1TT 1111111111IIlllllllllil " 1 1 1 1 1 1 1 ! 1 1 111 LF THIS DOCUMENT IS LESS I I I I I I I I I I ! I I I I I I I I I I 1 1 4 LEGIBLE THAN THIS NOTATION , � 6 � 10 1 � 1 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT . 111411 EIIII III6I ZIIIIII8ZiILZ IT811911 9T MET ZT t llll6IIIIIII IIII�IIIIL 9 IIIIQ IIIII IIII II IIIIII 1IIIIIII11IISIIIIIIIII ZIl"l"i lilll iII9II1 �l1u11l1 l .JoO: 139i0110-•-LANO ARON FROPIRIM WAS 111150 081 r / AFN 11419 ONG pRIEPAAEO FROM COKPOIA IFOUT IL0991 i RININSIONV 3UOMITTEO Xr TAVSS wa tOP CHO D 2 x 4 MF 02 ONNECTOA PLATES MUT 8 DE IGNEO C tN5 ALLED IN ACCOAOAKE 807 CHOAD 2114 HF 02 WITH REOU[REMENT5 OF I .C.8 0 . AF.SEAACH AEPpgi 02949. I -- .. MESS ?r14 Mf 02 KF 190fTOM CHOAO CHECKED FOR 10 PSF - IVE BOAC o C., L ALL PLATES AVE T151 EXCEPT AS NOTED . CNv c 1 N un t m � � u MkD I � = � ' I M =O -J fll- i -�I-----• 26' � T403 1 1 C 3 c, I D u, I t :2 � n EB 2�5 (A I lAli 1 I I 1 I -- . I W W2 Z ` ®'9' 14 17 '2'2 •'1 - 26' 1 t L I R-93 oil P-26 i9 A ad a I S Q r PLT . TYP _T DESIGN CRIT-UK 01 TOTAL, Ad, OR/d/�%Oi-/a�- v 17 3U5 SCALE =0298® ..1I,Mmtlt a;..1 :• a+ .,. x• :•t 0"1111 114dwiiwall[ [1lrracTC LL a5 . 4 PSF AEF RTJI -3403 Z T c 1111 t 9r POR AAN T X+A s•+-. so 11 a>art1,111111 rOr1 .Iq1 J)vA RNA*4G ,a timaaw I11Yc.1n. .,a ^ J^ 0ivJ01111 FOM (1411S011101 N la7C 11ACIPICA110r1 a 11100111' 0"3416 etc r1& ♦' S• ,/i %4 '7111 Mtoo 1 ' 1C OL 10 3 PSF CATE 33/ 1-9/96 f\j OUL1AN 10 ft11k4 101 'fi17 IM 14)11.o91p /. 'M, r/I 6011,61bw6 71RC .. 0111.LMM. 1WCt,►: of �!+ �a1Cr.r1i •V ■.1R !/ /OC/ file 1'tt. A(C/SMC .f1• ..16 •b'�[�E1+.S 114[17 Ar�t.�ti[ t110IC1►1!t( ICS �0„ ? �8►r, rjL . O . C PSF RKG I C*" 9 torrid T .11 own hm d' covel11[141 'i l icA 0 JU q � r*4W6 W 4L. 01 LAF11MW.. 11116C1C Wild. M-W LM + 1p r04" A P! 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IF THIS DOCUMENT Is LESS ` IIIIII 7TI-TIT[I'lI I IIII II Ijr Ijllll11111 1T T��1 11 -11- 111 1 I T1T - T1UtI III I I ) III III I 1 III I II 111 111 1.11 �T11 11T 1 T Tj TT TTT �� �1 1 JJ•7!! �T �I I 1 I I I I I 11 �l i 1 LEGIBLE THAN THIS NOTATION , L— J_l__ 4 I � '$ R U 1L 1 IT IS DUE TO THE QUALITY OF No.3e 9)1,,,,�• .,� 1 THE ORIGINAL DOCUMENT . — -- "`'"°`•" S 8Z LZ 9Z Z i�Z SZ L IZ OZ 6i 8i Li 9i 9i fii 181 Zi ii i 6 L 9 $ V, S Z T *1�im 1 IIIII IIIIIIIii IIIIIIIII Iliilllll Illllilll III I I I IIIIII IIII IIIIII I ill IIII IIIIIIiiI IIIIIIIII IIIlillll lIIIIIIII�IIIIIIIII IIIIIIIII IIIIIIII! IIIII II illilllll IIIIIIII! IIII I�iJI. 111!0111111111,113111111111 IIII III IIIIIIIII IIII IIII illi IIII l II IIIII 11111111111111 1111 1111 IIII IIII l I I 7. .� .�'�ns',�:.1 �. ''"t '4 s' a'!' " y r. y. fi ,. ,��'��'• I, •IM!�.1.�' T.''' `b. ,W W::� ",.r,�`�' L�9:L' r w w � , 4 ,.✓ :.q• s 1, •K�' a j � ♦ •• r ., .. VA NOT. 77 0 _ r .♦ eta :R,• a s ,I: '.'4° .,• � J• - ,1 4 , , : , .. ,... I , '}, ., _ '�. I",.. "\^•.r<f �. '6} .'RS "1 rY 1' •! , 9 . wq .l •f +y"•� � -yam t, ,1. .. C 9 tf. y,n. .1, v., t "'! �. ,�''N •yl aj', 'i. �� Y' i.•'�' , ♦ ,�`* ,'""�..•. .. .r + . n .* ,. {y :, .,`., a. ,, , rY j'••' :., :� , +Y.� 'oF� a t R` Y 'b ,. "f .- ',nom,• ,><R t ..W' y � rf (_'' `.� ,h p � a -c-,._ __._._ i F A `its : � yillt•' 14 SRift '}/F L A �►O rd�1 � F /� r '+!� p�MA L O0 V!)MITI{:�r1OM R 8 FOR ,IA' L . 7,i' P1 , V 7T. - '�� R'F',.,�.1tq�,. '�• - ALL, RS , ,:y T '1..+ - '�. I_, i ' Xr>IMt .:tAM�MI I' rd syr } �. r� A'r yt:,. .t a.. TYMM 1'ANIIA � F p r t+ .� A ', t ,•, > t _^ • aN �e aK •� 1i t a 1M1 1t�.�11w1 • � �I�,��1 sM�•�i�SM vW.a +i r•M r'�lR� ri.. 1 ,,i .';.�, s f, ,ir w, {r (' ,d7y i�� - �� Y4ti: '' i 4Mt NAR WCATIOlRI LOCAL, TQ 11. "0430%%pAI REQLMI�d PIS MRfi1Q.ER SYST'EIIIS 1115111;111M¢/iT01,?T}�, A+7` 1 .R.,••��e!t� w ? i s; ti u r t r A11i�1r'' .i PA 0�D DO�Ri d�" A{tl Ott AIMI�t u4• A�,p .7 � ,��►} a.:' . � �: " t t, � i,+ �. t�1lltxs.scud �p-M.o.. o'1�at� rA,�N+ +uwu►Tro a •. ~' R ; ' NOR COAT k*AM T+OK iT IIR1pMioil AL R r61M11W riled,CANOM ..As E� � i� . � ram i W Aft A J1' L ALL�DyyO�a Q��"1�AND FRAMO Air FMAIATID C0#*TWC"*TCI W 6"iRg*A'Iga Ari "µrt iYTI.•V,►y,L�. { !!: ALL C0t1114WA AT TOILS 110OM1t 1'10"DO#- All OTHER COUMMS AM Ir li" POITMOYr� �4'�� ' " A 4. �L,aA=!�A�D)pOgS TO S!TENhERQIi( g�� T tt' AT '1�I6"11 *LAMM AT 9XVN OR DOORS TO 010 D'EE',U.N. PROVIDE METAL>Il11MKIRT AND BLOCKING re:VDI)AT ALL, A! ' U D C (S'0'OC,MAX.);ORWIT11UTION OF"JOS 8ULr SRACMp[T>t *MiT iSE APPROVED BY ARCINTECT. 1' * L ALL DOORS ARE-TM a',U.N.O.(m"R To"DOOR mftwj ��fl�- -1�(II r• 4, SAT"{ON D�tfE"sTORA018 ADJUSTABLE,r DEIRP.ALL OTHER WMLVING ' ' � � ,A �, S. PROVIDE"LIGHT PROOF-HARDWARE SILL DROP AND WRATWOROTR�PNi4)AT DARK - psR ROOM AND MECHANICAL.ROOM DOORS. F V. DJU&TAi♦L.E, 10"iD�P AT,1Y O.C.VlRyiCALLY FROM FINISN MWOR!'b 7"•Oi"A.F.F.U.N.O_ _ ., + 8.. INiTALL'UTN-i"SOX'GASIMETRY Ni UTILI Y WALL AT ZO-M OP MATMY PRIOR 70 y , T. lJl7S1lIOIl DOOR TO SE MIt<ULATRp METAL Al APP ( OIL ALII�I*NJ,If#ILL MdtED - a c� L3CAT1011 OF GYP,soAR®1 To w�.ow FOR In�rY Hook UPS. ,., _ •, t ', �� , . oTl�vlel�. Fa+a�'ro sQ vE __ _ RMIM�D WITH AJlCNRtCT. N 3. DOOR HARMAN N1sLUDMo IIOIN AMD CLOWN111 TO 10 VERIPM=.o fj o1YNeRs. . ull ' t. UPPER CASMMIl1"I'S A'I'SIISNrtiESS 6tFF1Ct TO BE 1.3-DE£/►YIMIMq/, V®MN•Y IIEQ1Jpl1s0 ''y 41 ' � ,. , • _ ^ F 0 DML•TIi OF UPIiSR CAMNET*T SUdMIESS OFFICE FOR Sit. LA AND t 191iT v�" O FULL 6LA" d�4 IPAJNft POCKET Q 4 PANEL. ( � ) L`XT)ERJOR YVrH G• STM POWER PACK AS PRIOMED DY OWNIE . LOCL110N NQK.ATED ON ..,, 9. PROMS IA►11EELCIWR AC,MSIMA ALUIMIINYTNRltM*XM AT D00114 1�{t'fM Nllf INS LIffiHT �✓ �'x�' "ION PANEL. At dwiowu SAFE W/H MIN15 A$5HOWN SOMMIPJM PLA)FOR AT E Z). PROVIDE VEMTS M1BOTTOM rA TOP OF CAS+IMET(AS 10.QMRAL CONTRACTOR TO VVtVY FMLAL FRAWO WN O6OR d41 iIMOR TO h t� Yh�1l L bt~Ldld r1NPLiCA11L,iE)FOR ADEQUATE YlSiT1AT1bN. 'Yi T"AIR NEN"'iL1MILd.SY 1iOU�O MOC1W'f �� �• . ORDER IRISESi CO-,PIU'1406-252-126111,SPECIFY UM. . :' : .. - • t, V. 1/Cl1iFY REQUIRED DEPTH AMD WDTN OP UPPER CAONIR°''r AT MDTCNEM NOMI 11MCROWA>11! • � � r OVEN(IF APPLICABLE)AS PROV00 BY OWN01l. NO'!';'S: 00 I. SPEAKER&FOR SOW SYSTEM TO NS-RONANC"E N' i MANUFACTURED BY LTM METAL WMMI)AS , BO-661.75 A ANISIOM OF (ORA NINOVAT7lOMIS, 1. ALL DOORS ARE 3'•O'X 6'-8'UNLESS NOTED OTHERWISE. U) - 1-t00-6&2-7777 OR 1-714-881.75 (cAL1FORNIA)(OR APPROVED EQIJALJ ' 9. CGOROINATE PLACEMENT OF HVAC DIFFUSERS RETURN AIR rRN1.EJ1 AND THEIMApS'TAT& 2. REFER TO SHEET D3 FOR FINISH NOTES. Wirth ARCHITECT PRIOR TO NOTALLATMW. : r FI.. •,y ,r - GENERAL NOTES - LIGHTING GENERAL NOTES - POWER � ----� LIGHTING SCHEDULE NOTE: USE THE FOLLOINIING UWT'INO Fi nMM AND COMPOWKM MOTMC P*OV"ELECTRONIC BALLAST TYP- � k.- • 1, FT)t. QUALITY STANDARDS: I. TELEPHONE JACKS Iti ZLECT.OUTLETS WWCATED THUbLYQ13HALL BE PROVIDE FRAMAE.SI KITS AND ACCE!>fOORIEM AS REQUIM. FLUOR8NI>iCEP(T; AS MANUFACTURED dY UGHTOL MIR "STALLED N WALL O STANDARD HEIGHT. CUT 1 314'DIALE M , FLUQ WMGY: AS MANUFACTURED BY Ua RATIMJM WNUFY OPTIONS VMW AIQCHITECT P11M TO MIidT)W ATION. COUNTERTOP FOR COND&,WMlRE REQUIRED. PROVIDE AB&PLASTIC WIRL's *i (VNTH MROY STO U APPROVED DY RCH ICT. ACCESS GROMMET%$G SERIES-BY DOUG MOCKETT A CO.,PH 0 APPROVMA EQWVALEMTS 04ALL MIM VSD MY ARCHITECT. y, ce. SUOSTiTUTIONS TO SE APPROVED SY AttCHfTECT. �� Q F' 1&06 Sty 1209-VERIFY COLOR i CHOICE OF CAP WiT'H OWNER. � } 1 U"COLOR CORRECTED MOOMSCENT SULRS8(CRI 81; 86M)iN ALL OPERATORMS I 2- VERIFY a PROVIDE ALL P'O'WER RKQUMIED FOR ALL EQUIPMENT(INCLUDING $SQL �+ L901e �� i W DENTAL EQUIPMENT)FOR A COMPLETE WORKMG INSTALLATION. VERIFY L ELICTRIICAL CO"rAACTOR TO PRWADE PLA9MC=%LOWNIA,(-FOO CRATI -)AS EXACT LOCATIONS. A COMPACT FLUORESCENT 1102,T2STim 113TCL L,ipfMofler 1f2ADTT (y!� DOUBLE TWIN TUBE(2 PIN)RECESSED FLUORESCENT DOWNLIGHT w/CLEAR ALZAK CONE,ELEC.BALLAST F'- REGUMBED PIER A1RC#1iTlCTtIRAL DETAas,INCLUOIIIG fl11AL FiXTURES I�EMMID � L sWIITCR WATER SOLENOID AT SWTrCH LOCATIONS 1 YAO.iWC>>i8 ISIM'fy LOWER LOCATED iiELOW FOfTUREB. &TSC CUBE LOUYEIt To 0E � ' WHRE POLYSTYil�tE,i/2'X 9!t"'X 112". 4. ETC-1 TO VWtIFY i PROYQE,0 R9QUWD POWER,DGOMGATED CIRCUiT3, , ETC•1 FOR OWNER'&COMPUTER SYSTEM V E JFY Res FOR 8 RECESSED FLUORESCENT PL�d1$LP3r10 ! 40i i ,IM:FMI!1M: D ClILliMp PL.Ait(S)FOR/V9DTIODNAL.NIPORMATM0M1. FUTURE Nffr*ORKN O. L1ailo8l�A 3f 12 (� 2X4 FLUORESCENT FIX.UTRE WiTH DEEP CELL PARABOLIC DIFFUSER C RECESSED FLUORESCENT 8PftWSVA440 L MOVIE EMT LA*fTS At11 RINUIMM7D BY LOCAL CODE. COL1RMATE DOOM AND PERCEPT �IloAor 4-P40T12 !9 2X4 FLUORESCENT FUTURE WfTH PRISMATIC DIFFUSER ` . 'INt>f11 ARcwniCT P!ilOMI TO NiSTALLATMDIf. ALL SWITCHE8 AND RECEPTACLES TO SE WHITE. p UNDER CABNNET FLUORESCENT fL113 C++MOM>r 1.13PH MINATURE FLUORESCENT-21 114' �•��•�` ���y L ALL FIXTURE!!AFRO OUTLETS MARKED THE SY9M0 1 OR E SURFACE WCAINDESCEHT S. WMITTtACT'olt To YEINI•Y mrH LKNAiNQ WUiIUFAC1�t AMIY SPECIAL ' ARE TO BE SWITCHED AT LOCATM7 RESPEC�LY. Por°riNn l�ackM�Gwrd 1-7pA19 MiEYl.ESS PORCELAIN WITH WIRE BASKET I BXMF.M M ft+•,Vel➢,+pONlion,MILL)OF SCS P01=RE TYPES FOR ALL. - � F SURFACE FL.UORESCENY 8CF 240 Qlo�ow�l 2.4088 r 2 TUBE 4'LONC3.STRIP FLUORESCENT RAP 8T IIISTALlATMDNS. 7. ><i1N•i'CH ALL POWER N EACH OP6'iRATIO ON A CINCLVT INDEPENDENT FROM ANY G SURFACE FLUQRE$CENT SCP230 ID ART LAMP M �j T Y 1;,,� LGA GNosnt 23089 �� 2 TUBE 3'-0'LANG STRIP FLUGitESCENT RAPID START LAMP Approved ,Q OTNlIt OPERATORY. !/80 Wa1tA15 SURFACE WALL SCONCE WRH OPAL SATtIVE GLASS{800532 3360 OR 903-226.Op10) ConditionOl! a " ' < r.: ALL FOLTUREa-AMID wm1 THEi sYM�iwL�o�L�]ARE TSD sE - H WALL scoNcrE 1>le0a2 Coeb�tl lBNiCi�AT L OCAA710Nf 1IlSPLl mmy. L 1NPAMM A MMMUM OF UNE EXTERIOR dIIPLEX OUTLET FOf Y ppro v d • • ... (MtHATTN19t PROuF)PER J SURFA FLUORESCENT NLT24 A OiwoaAt 2.4MS bLA 2 TUBE,4'LONG FLUORESCENT RAPID START WITH ACRYLIC SHIELDING 001 � (� . CL s stLALI . . 9UIL-DMNB ELEVATM AS APPL.ICASLE. VERWY LOCATKINS W/11i yIhp work a^ .:- .. rK CIEILING MOUNTED DEWAL LIGHT' R -- -- PERPAlT !v0ht13e VERIFY TYPE ANO LOCATION WITH OWNER MR�MUr1'TPAN (D ALilONAMCAi RGtyM, Y + ,. ,� A L011� &;. PROVIDE GROUNDFAUL.TM� MRRIWM(CFI) OUTLMATAPOM L A. R SURFACE FLUORESCENT dCF430 �eID►>t 2.'IORS PENDENT S@ �- �: SOK ALL 1J11fTSM l�MT REQUIRED BY LOCJLL CODE. il�CT1RiCAL O - ,.,�` �Dfter t : Follow... ? _ _ y ��lNa1 1 A'1'�Itr01lAA F1iI01A ARY ETC. AS f PENDENT a 111 ➢I(A-LAVERY 4.40V11 WAITING ROOM PENDENT,BOTTOM OF FIXTUREB'.8-A.F.F.REGAL RUST t. tirHdt o�eRirtnRr u.N.�. ,a 1l01FE1t To u�o11�IICATaNs i M s � Job Attach.. FORACCRTIONALMi10MAAT1011. , ' w t.�oo-221-TDTr addreSs: ' 'l�..i�i1VA�+O f1�JClbATlopsrOlt^01"b�iU ow mRMAA0111 . "':r, i � ✓i� �y: _ cu, F,c� D •' N SURFACE FLUORESCENT '6"4,40 - Z ---� �(� O RECESSED- T 4 40� 4 TUBE,4'LONG STRIP FLUORESCENT RAPID$TART LAMP Q Rt@: / 7 h` AtI,tUl3 A91.E 11&1OL '- Kam 75V~30r ( r ( r + RECESSED DOWN UGFfT FOR yNSULATED CEILINGS. WITH SPECULAR CLEAR REFLECTOR LU TA11ON P PENPENDENT- , " ��XTI�•�y����/���/'� •yam CC�T1' 31PL-1J PENDENT W"FAUX ALABASTER GLASS AND PC+.SiSFIED BRASS.BOTTOM OF FD(TURE TO 9E 6'-6'A.F.F. O1MMC1171AVER'Y 1•APW ANTIDUE BRASS,I•T THE COVERED ARBOR � • °` ,'� - ' ... � .f .s •Y A `�, ;, - • R �p�wAu„eco++eE t 154 3.11 ,wINVI•LAVERY 1-100W MSA.L ANTIQUE BRASS WALL SCONCE.MOUNT T A.F.F, W �( t 4 .• . CIO a. ,- W C� •o 41 i � : . � � u>� 0 < --� co Lu (n, ENERAL NOTES - PLUMBING PLUMBING SCHEDULE - s d� 1. ALL PLUMBING FIXTURE COLORS TO BE WHiTE_ ♦ 5 , � � I EXCEPT STAINLESS WMEL FIXTURES. JIM �..i P1 WATER CLOSET AME !. SUI3STRLlTM:1NS MAYBE MADE FOR PLUMLINO TRMiI WITH EQUAL PRODUCTS _ RICAN lITMIDAIAb 218a.1A0 � CADET 18'HIGH W/(HANDICAPPED)CLOSED SEAT 6 COVER AND SUPPLY PIPE � � ?ELI I I TO DE APPROVED BY ARC/pTEC'T. , P2 NOT USED a 1. PROVIDE A MINIMUM CW ONE EXTEGo RIOR NOSE de(FREEZE PROOF)PER MA1101t .AL BUILDIMG ELEVATION AS APPLICABLE.VERIFY LOCATTONS ly1T!!OWNER. � FAUCET AMERICAN gT��M 3.018 OVAL HORIZON 20'x1 T ENAMELED CAST IRON SELF-RIMf�AtNC;wl()NE(1)SINGLE LEVER FAUCET (� 4- VERIFY t PROViO E ALL PLUONG REQUIRED FOR ALL EQUrMMENT O(MN!CI_UDtM14 r,: SINGLE LEVER FAU ET 4 LOCATIONS. FOR A COWLETE WORKING MSTAL.LATIDN). VL�WFY EXACT C P4 SINK AMER.CAl.wmaoQ TOr4.a04 CU(gh {y, 2B"x 22'x 8'D ENAMELED CAST IRON,SINGLE COMPARTMENT, SELF-RIMMING, w/CRUb18 CUP STRAINER, I .� D 7 FEB 97 0 FAUCET PELTA 175 8' PROVIDE ONE(1)EACH SINGLE LEVER FAUCET6,W/TWO(2)SErB OF SUPPLIES AND STOPS,PROVIDE SPt�P, +4 ��� ,a E, NOT USSCI NOZZLE W/HOSE. NOTE: PROVIDE EYEWASH STATION PER OSHA AND OTHER APPLICABLE STANDARDS AT 1 TRAY PREP.SINK. PROVIDE ONE(1)EMERt3ENC1'EYEWASH NO,630 AS MANUFACTURED BY M ! 3, NOT UlED ".?�, T. SOL8N01D VALVE ASCO CATALOG M210047 OR APPROVED EQUAL. NEVIN LAeoRATORIES. INC. PH. 1-800-544-6337. NOTE:REPLACES AERATER ON FAUCET. / (NWIT ,'ORCH010.MOM PONTKM), REFER T O MOWER PLAN GOORAL MOM FOR (COLO WATER ONLY) 0 MALLY N ti P5 SINK '' +! ADDISON 13'x 13'x 8"D ENAMELED CAST IRON SELF•RIMMiiNG WISTRAiNER AND FANCE"T OKE!'.TAR 101 6* � F- 101 B" ✓w SIiN(iLE LEVER FAUCET wISUPPLIES _ + •. '�Bd ALIS "IN LIME" t/10 HP PUMP BY TA00;MODEL BOOM OR S. VERIFY RECOMME•M?ED WATER HEATER SIZE WrTH OWNdR � FLOORCE Wy �M 30802rAd -' r PIPE,wl _ 'IOR'AM 6A; 10. REFER TO SPECP11I iCA11QPOR ADDITIONAL.INFOWATM. ADJUSTABLE STRAINER, OR EQUAL po • I� � Z 1!. V1�LFY AND PRCIVAOR PLAlMSAi10 At REQIMi/D FOR ICE MAKlR AT FANUKCET STA DLR-!010.1019 LUS'TERTONE 10112'x 1 x 10'U STAINLESS STEEL SINGLE LE COMPARTMENT w/SINGLEVER FAUCET DECK MOUkTT?D L • Rl>d1'RIOEIRATOR{d). ti10G 9' wt"PLIES AND STOPS w/CUP DRAIN FOR AUTO PROCESSOR 12. VERIFY ALL CONPASSIM ANt AWNWAR TO L". '� iN AN1 ,a. r Pl11yMMM�l1A0NAllld. tiVWAY =# . . . 17•x?0'x.7t/2'DSTAMN_ S A A 1 DELTA E8 STEEL,SiN4l.E CObtPARTMEMT,CRUM!)CUP STRAINER � ujr 14. VWU)AT!ALL 0X106M NMwlNAOlkm PRAM ums, 1 ,. , � WIN NE(1) SINGLE LEVER FAUCET w/ONE(1)SET OF SUPPLIES AND STOPS, • «' -7' i ►. 7 1 112"TAILPIECE,W/CONTiNUOUS WASTE TO 1 1/2'SEDIMENT TRAP BELOW COUNTER, SEDIMENT TRAP TO FUFNI,9HED BY OWNER PROVDl4 SPRAY NOZZLE W/HOSE ••"'.•. _.. 'i ,. i. _ '., �? ,, ;tl < � `, .F .. ,71.4 r ., • � - r 'M '..v �• •� -�.a�V�1��' 3,,�. r ff �" 1', •• ', - ' j P41NATAr11QAIMd 1v kAUOW CUSTOM-LMIE 25'it 22'X 8'D ENAMELM CAST IRON,SELF-RIMMING.WONE(1)8'SINGLF I.EVER FAUCET, CRUMB CUP STRAINER, 1 1, PROVIDE 7 TAILPIECE. $FRAY NOZZLE W/HOSE. Jil;l'97-0525 .Y�`' a wf• '" ��` f�':.+ t ! r 12625 SW 69m Ave A ,+. `rr. 'i� r' 6 of 26 r , h , H 'i S " r%. -i"f - 1 t I ' t �t r 1 !' '• - I +r"w�.�� . - - .�..�.,...�„�,� 7 ; ♦ 7 •G �, t•• k:� 1•l 7,...�,.•�. P;>rR � � ; ,�. •r- '3 ,( , .\ - f ,h, + ,, h. . 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CVtr IF..a«.rr�+wr,-•k.Wll�unr •.. •F, ' "fB k 1'�M,r1�..�,�''"i�l�t' M+i^• r.r•M.:7Mr,• tir�!!,t, IF THIS DOCUMENT IS LESS i1 Ilr 111 III iiI Ili iii f I iII III III ) I III III 111 f1T iiI Ili Ilf I f iIi Ilf III III III III III I I III III III Ili Ill 111 l�l 1 1 l�l 111 lil iil III III 1111111 III III III 1 I l4 � I � 6 i . l 8 0 ili LEGIBLE THAN THIS NOTATION, _� i 1 ` �� IT IS DUE TO THE QUALITY OF THE ORTGJNAL DOCUMENT, NO�6 VIII Illlillll ilillllll (IIIIIIII Illillllllllllillll!IIIiIII I lllllll I IIIlllllillillllllllllllllllllllllfilet II �e�t ILII IiIII1►it!filllliii�IIIIiiiIIi1Ii111F111111 lfyl illllllllilllllllll IIIIIIII I I I II�IIIIIIIIIIIIII!III 191111111111111111/ 11llillllllsllllllll Islllf!III It 0 III �IIIIIIII hull! • • SYMBOLS Oh - SHEET ¢ DETAIL/SECTION DRAWN ON -� (.._--- - DETAIL/SECTION t iE r► —2 x 4'S WITH 5/8' GYP BD. EACH FACE ~ 2 x 8'S AT EXTERIOR WALLS N ♦. --SAME AS ABOVE BUT WITH FULL BATT "- (V) '"--- SOUND INSUL. AND 1/2• THK, SOUND BO N ON 'NOISY' SIDE ♦ — FIRE RATED CONSTRUCTION PER CODE - I ♦- --- EXISTING CONSTRUCTION -- -� DOOR WIDTH r. DOOR TYPE I OD r` X I I H i � w I 1 1 C04r yoo�ts foRhooks ��_a RAArigc Z&440 4^R0,V JHrJ io '9B 09: 17k1 /Lril ENGIriEEPS P. 2 O O O rj O O O OP-#3 C ,t O O O O ; OP.#6 OP.#5 OP.#4 OP.#2 OP.#1 u L A 04 ` ' ' cA�S.aer (o�� -- _ a EQUIP. NICHE-" 5/3" TYPE X GYP BOARD O - PERI-PRO ALL JOINTS EACH FACE. FIRE TAPE O I O CONSULTATION 1 1.0 11:/CE O EXr'I•ub(/iSNEe of DR.'S OFFICE — 1 �\ lit OD BYE MIRROR r DR.'S I — — -- ' DISPLAY LAB I � CO RESTROOM n ( I TRAY PREP PRoV/D£ ie I I I.!'uEE i9 A PATIENT f RESTROOM L ' UTILITYvkAp9.4,zs Rzlo3 �/ o (JUICE BAR I ( . " _ I' a LOCKERS _ _ ® sri4M wacc CHILD AREA , O / 3_ _ a 5 '"TAL./BUILD. F 3 0 . ccoac-/ME I j �y/�I NOTES, 4 �I — _ o CH. ✓/ l .yr— H�I[aA1�NE % - WRAP `YPE X G7P BOARD OVER WINDOW SIL-S, JAMBS AND HEAD. 80 ___ ____ _--�� - WINDOW ASSEMBLIES TO HAVE 3/4 HOUR FIRE PROTECTED RATING I STAFF ROOM -- —--- -�-- n 1 ,,a/ / k E' - ------- ONE HOUR FIRE WALL 4.. STORAGE ©/ STAFF 49 i __--~� 3/ { N/ - i RESTROOM f I APPOINTMENTS/BUSINESS �y�eecE S �a �9 F— WAITING 9 I C> 9 3,495 Ref, -- / ,—• � — � _ � MC1hOI.P VLMK PLO i DATES. VLMKcConsulting Engineers MC Co oskey Dental ON 97201 Icoa�. 933 _NC -(cL-.: . 1/Ei E-LA1 3_ps, . /bl (�03) 222-4d53G FAX ?48 I w DB jtb CB jtb PROD 97092 0 n e Hour Fire W a ll44 I • II cARPt r` i z3 i ® D } W a � _ W rtr�s� "A�I(xlllp" woT�woS a. � J ' W1" 1;-WF-T'r&LA0 SEa+Iit IbDoL (M9ao'Zi3'd413) '� l� I VIA111Y LARPE.* R IV 4mvioa-flNl,5►i �clua� 0 0 -k 1 LL. 13UP97-0525 r 12625 SW 69'x'Ave 7 of 26 r -'tea -PSE 4Z, �' � ���q e ' ::.�.��PIDm�,tR:-� ._a__._. _ __. s..::_a—..:arrallwAYa�ih'e�R�;k•:. .,,, .am'flw.�n.. . .. _ . _ ,,,weM..,,,,�.�..,w IF THIS DOCUMENT IS LFSS T� Ilf III III LEGIBLE THAN THIS NOTATION, (IIOIITfI✓III�II8III�ZI_I I(1II18IITIIIIII�I I I III IIIII�II II 1II I IIIII�I I I IIIII III IIII�I I IIIIII IIIII II�I IIIIIIII IIL�I ISI I I IlIIil 14�1 111 III III I I 1I11 III IIIII I II III 1II I4IIItI I I II 1III6II I tI II II II II SII I�II iIII I I IIiIrjI lIIIII l IIIItI I tIIIII I IIII tIIIIII I IIIT�II1 IIIII�I I IIII1I 8IIII 1I I1 ItI�1 11I1Illl► IIIII_IIII IIIIII1_II_1I�1 ,._I.I..I. •(I IIItI�o��1 u��I l ?q9 1 1 1 IT IS DUF TO THE UQUALITY OF NoJ THF ORIGINAL DOCM?NT, IIILIIIIII11911111111911111 II6IIIIIIIsI� OZ t ILIti 9tLTLIIII IIIIIIII IIII1IB IIII IIII IIIIIIIII II III�II f ' SYMBOLS AlftSHEET t DETAIL/SECTION DRAWN ON •i -- ------ --"- --- DETAIL/SECTION t 4 -_2 x 4'S WITH 5/8' GYP BO. EACH FACE 2 z A'S AT EXTFMOR WALLS .•...�..�:..- -.- ♦ SAME AS ABOVE BUT WITH FULL BATT � SOUND INSUL. AND 1/2' THK. SOUND BO N ON 'NOISY' SIDE r 4 FIRE RAZED CONSTRUCTION PER CODE 'f —�♦ - EXISTING CONSTRUCTION . I CID i DOOR WIDTH DOOR TYPE r� ' c I X ! W I Z III - ;ZINN i vv/rs FoR Co9r hyo°ks PARri9c r,Fvr. uilcc I I ' ZA4C 4rt°N r f 0 N OP-#6 O O OP.#5 �� 1 O OP.#4 O O OP.#3 O OP.#2 O O `� O W OP.#1 O ��— zM O EQUIP. i I �_- NL �-, NICHE O p ERI-PRO -- I I;o CONSULTATION 0 �,wsFvER OOD BYE I DR.'S OFFICE I I MIRROR L DR.'S I I _ _._. LA B 1 DISPLAY ; D RESTROOM 1 TRAY PREP AdW A .E -- -- ; N �/�- PATIENT I i � � J C (v_ y. RESTROOM - _ - _ o A -. UTILITY _ _ RAB9A,t� E~ W (JUICE BAR I i ' I u�° © Ob LOCKERS g PA�r�.ac. � I O 4j GJ K/4M wAlt. CHILD AREA O O 3 o a 5� U DkNTAL/BUILD. 3 0 /7 I M _ 4 /� c -,,,,-4MECH. + oJ� itACK �^� �► HA[aAt SNE 1 � ` � -'J STAFF ROOM I r I �/ T� PRJY� c ye I ) 3 KNEE CE' ! 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IF THIS bOCUMRNT IS LEES illfllllllll IIIIIII VIIIA IIIIIII VIIIA III III 111I11� tllllli VIIIA Illllll lllllll IIIIIII VIII I III III IIIIIII JillI1�1 i�'11 l T�11111 t1� T1� I�tllll IIIIII) IIIIIII III I I I II 1 � 2 � 3 4 � 5 I I � 6 � � � � I I I , LEGIBLR THAN THIS NOTATION, 1T LS DUE TU THF QUALITY OF `-` _--- - THE ORIGINAL bC1Cl1MENT• - ---- ___-- _.-- __-- - -- - -- -- -_-- _ No 36 �,a(,�..5 i I �III��III�II��IIIIIII��IIIIIII��I�I�IIII��IIIIII�IIIIIIIIII�IIiII II IIIIII�IIIII!�IIIIIII Ig I I I 1 IO 3IIIIIII6 1IIII►I�ilIlllllllL IIIIIIIII IIIIIIIIIIIIIIIIIII Illlllllsl IIIIIIihl�lllll IIII IIIIIIIII���{ Igllllllll igllllllll LIIIIIII 1911111111 1911111111 �IIIIIIIIillllllllll�llllllll illl�N�l �.l I ,. 3Jt1ri wil4JiC fIFYhGB,r.4 f: . 9Y �,u-WL LAT1W..1 : . + .l :,.. ... s' , ,i 2 #. �y; ,,4 >r^ I� fir- r ^ �;�ir: ,y,, " :��r �..� Ai.,:rd�u~z: ' -. �i. • .. .. 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NO. 200-+ TYP SCHIENE E:Avwlabla n al azes emew .' , RE: 5HT E1 FLUOR T I , /// /, /// rr /// /, / 3mm and z7smm 2 LAYERS OF 5/D' 6YP EV e 'BAND•• A _ Q PAINTED - — - _ _ 0 � I I �W+ mise aeAD TYP. a eoc E- OP "BAND" F 4 r"LLGOVERIN6 • LOIF" 5/8" GYP. BD ''�4 1 _•�f11 1 HALL'STOP'S 0 'BANi7" (IN51DE GORNet) �If ,�" a TILE; 0111C } LAYER 5/8"eSYP. BD. • BELOW"BAND"TYP. f 1X TRIM F._ 1 I• i O FVEAI` { 1/2"50. GONTINI1Otl5 I1 IPAINT BLACK WOOD STOPS CABINET DOOR - I PARAGUBE LENS 1" 4 3i4"S BY ELEC. CONTR. I v 1 1 t F'�, v! 1.'� 1 00, GYP. BD. BANDING � rv7r&4 L _ 56 LIGHT VALANCE 7 0 SCALE 1 1/�"= 1'O" S I �•(�I' �'! �T#1`"� I I L+� •SCALE: 1 1/2"=V.8. 810) ,±J,7, , r BOBRICK Technical Data B-6206 Vpo"Ir ' SERIES N 11/2"(38 mm) DIAMETER STAINLESS STEEL GRAB BARS WITH CONCEALED MOUNTING I N (with 11/2"(38 mm)clearance between Grab Bar and wall) 'Q �> Specify Finish Required 0 satin finish �% G d _ ❑satin finish with p",ned gripping surface;add suffix .99 to model number I W B-0011 4 /B-6699 SURFAC&MOUC�m TOUXT PAPER If I HOLDU WrM HOOD FOR SINGLE ROLL Unit: ry �������DRAWER � _ lype301 stainless steel,bright polished Cinish. ' Skiing cantilever drawer can be mounted under any work surface Hood protects paper.Chrome-plated plastic roller O Ml�ftl creating clutter.Non-conductive plastic drawer slides easily on for standard-axe toilet tissue rolls up to r'w .■ O bM bearings and locks Into position. Special rrrotM+ling brackets afbvr (130mm)diameter(1500 sheets).6Y&'wide,fi'•4r" �, �' Go NT. �+�a 1�a• EtE aakldion of one of three typing height' Frees up valuable de*klop i high(167 x 1571sm);projects 31,4x"(81mm)from O ° space.Padded Lwin-111 wrist-rest doubles as a storage cornparirrlarrt_ will.OUTSID _ --- Provide ® each accessible toilet area: _ r ir Q DIMENSIONS DIMENINSIDESIONS 1316997 Similar to B 66pY,but with satin finish oluENslonls aMENsloNs /B-dyYg SURFACBMOltN18D TOa.ET PAPER d�'.'�,�,,, _ i' 1-A1B•�•8206 x 4,2 rn •WICA- NO COLOR W 2 D W 3 D GAC>t r l i nA MCA-625 Platinum 21� 2" 12'•." 20'16' 3'.S" 10' $52.95 HOUN'�W&IIOOIDS FOR TR'0 ROUE Bright 1-a1"206 x 3S" � � � I C, !�/� P'O w p MCA-625 Platinum 24• 2'1.* t5 v; 221/7"31/.'* 10• 57.95 polished fisisb.ItK"'w{dr,63'Ss'hish(911 x I = +„ `---� — 167nIm z•v •CIA. •This addrtiorla! I is available );PrONU IPW(81ram frac ball. �, ��Inq on m«�a.I�I�1 ) ,��. �•.olA � I i�,p. Z t3i0Yl7 sia:ilar to 8�99C,but with satin finish. I i - �"" ,+extra mod�f6 6lsrilablr wick U►6rt-++ea�owe appal,. �,]1"rte 7 -' ----- ' W ��'' Gl.�` Q I viG > U CC W IZ R 1 _ F-IANDI A,i� RAILING CO � Asa 11 -- C 3 _ _ 2 _ - x W - - _ I o � z W 4Teil� ' y it Ir1:wATI ori �` II I f•! ,, 11 MA,ec H "17 HfiA IV t '��CLFw0NR ` Ai Ltd� 2 STOCK PATTERN I AlSOL �� e W HAR W1OOp BASE (OR SIMILAR.) I v — I FINISHED PER H�PW�' 1 t -- 9f'ECIFICATION5 I t� _ V OrrMasi a I 1 t I3UP17-0525 12625 SW 69111 Ave i -- 19 of 26 ii t ' 3 BA5E , TRIM !�- C �. FULL SCALE: �� r �� I II.,s, .. _ �� s"• I I.p �1N y3y i .A t I © 2 , 1iC... ... 1 'w1Yv,RaPA.Hc.•M4edMk41?P_ 'k',q'1-..r ra"..+E..,PIN:+W'�r6p. :.. , .., n.,i.. -A ,, y,- .',+ '•�' 4"'riM1l i r i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i 1 1 1 1 1 1 1 1 ill l l i 1 1 1 l l l I I l 1 1 1 1 t 1 t t I t l 1 1 1 1 1 l l i f l 1 1 l i T 1 1 1 i i I I I T 1 I I I l;1 1 1J111111111111 'I JFTHTS� DOCUME;NTISLESS �TIII II ( I ( II + I 111 1111llLEGIBLE THAN THIS NOTATIONII IT IS DUE TO THE UALITY OF � n, / THE ORIGINFI. DOCUMENT. ___. ___ ___ G 6G 8G L�G 9jG >C 1INo.36 I?qq �69 I SG G tGT 8i I Bt Lt 9�t 4i �ibI ST Is t i 8 I L 9 1T111111111h G Ionlnl VIII IIII�IIII IIIIIIII) IIIIIIIIIIIIII�IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIINII IHI�IIII III I ! IIIIIIIIIItIIIII�IIIIIIIIIIIIIIIIIII III I VIII III I� VIII) IIIIIIIII I I II 11- T 1111111 I I� I I II �� i 1IIIIIIIIIIIIIIIUI lilliilll lililllilll i I IIIlllilllllllliill 111111J11 w ♦<� �p•v.,7wf3. .... d. u.•;. r.. 9. �....w.,...r..y,., -. -.«.n .. .....,,.-,w.., - ` �, ..�,��. .r - v'. .,•, ••r 1 �'/Ily4,�.. . r N, ' - w �, .. ,"�• ^- r "tp' —� W i .w 46 1 f .w AP NOTE: 1 . Lighting Legend Nw J. Coordinate and provide all exterior lighting, Le.' building and security lighting, landscape lighting, parking lot lights and ' signage lights as required and directed by Owner. � 2-Way Switch >1;3 3-Way gwitch 2. Exterior lighting to be switched by photocell or timer. > G Dimmer Switch Coordinate with Owner if lights to be all wired together or set u independently., �S•t-• Switch Location re: pian N N.L. Nght Light.,Hot Wired Fixture N ' r 0 Exhaust Fen N07-0 Cow cib.VTiN4 'R 7'd LA�✓OICAPG i X lil F PL �- [] 0 0 ` ED ►�] t/3 - N N N hJ N N' N U ------------------- -As • CAS" _ - '-.� � ��--� � - - -� i, ,�_-- ---� _ � � y I ® a oPT CALL ,; •-•� � � F .Vor�c. I t �;, 4 ( O I �- Go to. ci6.,vr.,vC, N 1, U ( r 0?6- 7Z) s.b� >- .j K� _ W U �• .:. " N.i/. 2 I Q 1 t IT vE ow6 t�ov�r,>E oNs e�r� 11C ED �� -- W I a 1Z c '� I � � of•,(,r4Nr , / -� 7-7 ell -1-4 11114le l ' r - - 7 < S , z it- W i I -- .E1 M" I I 0 - t BUP97-0525� r, •. t 12625 SW 69"Ave 20 of 26 - �f 1.MI�N�L � Z • %�'.,. .,. s. !�-,71� t «•�r,��r�..• ,, � �,. . � � .. .. ,�,rlrf!�v.. v,i, t1�, ;r.,.:y , ,•Aq ... ,"t ... ,w�. .�, �.:•.. r�. ';r:,iMJ1114'..1�`..� oC*! t...•Ln; 'YR�t•rian:7���T�. :.h.k.rr�'AYIi!►`•e 9RJwrc/r�� �F'•�r1v • lllllllllll• IIIIII ' I111111111illllllllllllll1111111 1 � 111111111111111111111111111111111111 IF THIS DOCUMI'N7' JFLES S IIIlIlIlIlIl IIII ( IVIII I Ilial IIIIII 111 � II ) IIIIII I ' IIIIII lll � l � 1 � 1 � 1 l l � lllil l � lll �� P I LEGIBLE THAN THIS NOTATION, �_- IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. Q L .{ l.�-� C;24 ' Na.se L L 9 Z �Z 6it I i I 0 I �8 I L I T1911 I I�IIIIIIIIIIIIIIIIIIIIIIIIIIIII�lllll�lllllllllllllllllll IIII�IIII IIIIIIIII IIII (IIIIIIIIIIIIII Illlllllllllillllll Illllllll IIIIIIIII IIII IIII IIIIIIIII fill IIII IIII IIII IIII IIII IIII IIII IIII ►III IIII IIII IIII IIII IIII IIII ilii IIII nn ull IIII 1111 IIII IIII Illi IIIIINII • ,. �:. u `�` �w'�y ..inM � R'�,` v'. ",'b'k T • :<,� . .�. arc. ... • Ap ISEiY44lIES•P.um R•wl•ed 6118/94 Power Legend NI , u'°'�l'"' •gMw+r ��' - EN-2 VERIFY 3 PROVIDE ALL REQUIREn POWER H -UPS FOR VACUUM PIMP Switch Location } -- LAIR COMPRESSOR,SWITCH ALL AT SWITCH LOCATION 1 - t.. —� T yv Duplex Outlet COordin3t@ and provide all exterior power outlets on building > i 1 }- I r EN-J MMOUN SWINGE WOR LIGHT COWUMCATION BELOW UPPER CA91NEi DOORlandscape and signage as required and directed by Owner. ��' ' r a-Plea Outlet ENA SWITCHED OUTLET IN UPPER C 8INEI FOR STEREO SYSTEM 3 LIGHT If COMMUNICATION'POWER PAC•, U� Simplex Outlet GoRta. ChoLEi NLJbIG 40Ns4kt10r4 WXA%arotid W/�uN7l1C. . s ! I ,y.. �o -.t+�«s. CORM TV. e*&P- I.O�ie'014% A/C&Wr+ca HWNla M04n2Pz5 L, )=�� "�` I�� _ ENS PROVIDE CONTINUOUSPLuc;MOLDMouNTEDATTOFOFSPLASH � Flush Floor Mounted Slmplex Outlet IN - F _ t RECEPTACLES AT 12'O.C. Single Switched Outlet N • 3, GDfn C F.wTAJ. Y ,yam �►,.r __ • f� A�I-INI GLE�RM�('Ia ST71 RM �J/ (��n�.� � ..� 1 ' EN-7 MICROWAVE 8Y OWNER;VERIFY TYPE AND SIZE.REFER TO INTERIOR ELEVATIONS FOR PROPOSED LOCATION. V Double Switched Outlet �l • -4 -- - rx� t► P10.L. !r Telephone .tack 1 \�...�` • ' ^rte ' I EN-9 PROVIDE SWGLE SWITCHED OUTLET FOR DUSTCOLLECTION SYSTEM 0 Exhauet Fan BELOW COUNTERTOP LOCATE SWITCH PLATE AT 4W A.F.F \ -������,( .r►�J*;,.+�T EN-10 VERIFY AND PROVIDE AI-L POWER REQUIRED FOR OWNER'S Compressed Air, Water, Vacuum. Power\ I DISHWASHER. ® Compressed Air, Water, Power I • 4�1woo 9 '�pyL�x EN-11 VERIFY AND PROVIDE ALL POWER REQUIRED FOR OWNER'S V UI•.lI A.,1 � J�• REFRIGERATOR. "1� �.-- Continuous Plug Mold OPERATORY POWER 0- ��.1 dD REQUIREMENTSANDPRIBlures` o"� C�� co►4NccTIoN� � AND CRITICAL DIMENSIONS x W EN-14 VERIFY PROPOSED ELECTRIC METER LOCATION WITH POWER COMPANY. ♦„ P IF DIFFERENT LOCATION OTHER THAN INDICATED IS REQUIRED BY ta;; �� POWER COMPANY,THEN VERIFY NEW LOCATION WITH ARCHITECT. ,��cE T K l C�teE Ni�S/G I I OP- WP I IP °I° N O O O'--' O O 0 Q O O O O : -� W E'J• / �° 61 D 40 4 D / 4° 40 4P /p P 1 &aaiP N! ��• 4 H PRrt�K�R I 1I A- ; f• erv�3 1 0 114 I � 41 4 44 Fo/� fuTuQC C o e/P,4 Brom © I i 'hIP 1 r O I 0 _ Q w P. N r I �44 r Nor O CC cc a 4 or.� - 7 - 1� Q l� y CC o Q W D u4i 3 -- -� O - > - , _ - _ ►° E 2 0A Q r 13U1'y7-0525 ., •17G25SW69"hAve t '� �.' 1/l.1iL- of 26 '7 ` f 49 f .. r+:"�i�eWY�M��mw+��. r�ts�i�ita�[�r+IlaM�/Ilt �g���•�r►F�L. .a5e1�o aodlF'aMW• � r' ,.:� r ,R••. ��:r,.� . • ., .. , A au r. .,. ,:..,. ,,, .r..• - -v. "w - � .:..M..•v:dYG,'x.•. ...,:.:aw.a..*+a'•ti.w.,r�`Ne!•�N,.aw..4 iA�rNMsth�..M <et ir:.a..r�,i:�-r-:m..wsrua•s w4�s.Mw�l►w`a. u�..•;r...•n«rr H. �r if THIS DOCUMENT IS LESS TT I I r 111 II1I III III I�1 I I III III III I I III SII 111 111 III III 111 I I Illl111 til III III III III I I SII III' III III rlllilt tit > > >)r 1�1 t1t tl1 III Ill IIIIIII III III IIIA II C I LEGIBLE THAN THIS NOTATION, I I I I I I I I I I I I I I 1 1 • � I I __ __ ___1_e__-_ _ ___-_ 1_____ _ 1_____ _ IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. -- -- ____ —_� -- _ _-- _----_ -- — -- No.se �•�---• �.��(,� tell 8Z BZ LZ �4Z 1bZZ Bri �, t tt T 8 8LIIIIIIIII IIII�II111111�IIII�IIH ilI111111III1111111{IIIII{III{11t111II{III{ll{Il111 11 /11111111 1111I11IIIIIIIIIIII 111IIIIIII IIIIIIIII Illllllll llllilllll{III IIIIIIIII IIIIIIIII ILII IIII IIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIII IIIIIIIIIIIIIII II IIIIIIII IIIIIWII :, nM -'^iRN •'r#�" lY� r,. Jy[ •",�,.. vai f,FRM4•".• �..,., .� 'wr .I ,..,•. ..U,*lr#,.o•�y�..� ^-•.•Yn+'. v s.., , +,r•.,. >•r¢ ,,t..,.. �y T t'• ^N :h` •. k .,! ... . .. , .. r . r �. - -,+, • .' 7�. Y'' M.W�" -L .�• pw''f .r , -r(.' , M..�• •. •Y .I'r 'IHS ! llk , 1• . .:r J '?'..' :/. -IN � t .fir .� p.,.. 'C'Y. { j '•ti ' { .. .. , .yV .'f,��'1i _ . �} y 1Y�1 did ,'Ar, AWL .. 7 ,k• M r , w 140TH: »x-xQTES - FLUMAIA ;^ , Vized'z/14/ 4 Dental Equipment & Plumbing Legend ��' �` • PN-1 MOUNT PHONE i/OR LIGHT COMMUNICATION BCirOW UPPER CABINET 1. Coordinate and provide all exterior hose bibs and !andscape DOOR SWIKG. �rri ation required and directed b Owner. rr-: v xFY s PRONTO,~ ALL REQUIRED PLUMBING R VACUUM puHP D-711 Equipment-R®'. Floor Plan ------ 9 q A� COMPRESSOR, • ., sOR, swrr�Cl� 11LL AT swl�'cN YA rloH 1 •. � Compressed Air, Water. Vacuum, Power 3 ' CoRp, MoHI?Ot+. IN 6!t'40 Aldr+4 FUTJ44 IN's 0A.4_ ChHrtA. _ Light Communication Unit r P M-4 VERIFY b PROVIDE PWWater,REQUIRED FOR REFRIGE"fOR WITH � Compressed Air, , ower � 4 YRRItY ariwra-s 'Fart ixwvtoUb sy5TEH � OW�i�R- IQlpiA�R. ^� Plumbing Fixture- N fuW1P` &Qrpm �o r' l+rr• 146 11�♦ PN-S VERIFY i PROVIDL PLUNGING FOR OWN&R'S DISWASHER. C) Re: Plumbing Schedule:Sheet AN-1 � m ' - m • X I � ` I � �I C.EILINta NOUNTEp HONITORC,TYP77 ) l CASLZ T.V i C/11 rG;a f c i L�.J L'� Tt'pIGA L ,�T O O O U O O O a 0 O O O W �•vL• o (��NC,�9 I PE 4. O O O O o - -- ' g P I '�FLIV6t"f VE_94f t' W/ o►NCn- GwFK Eaalp, 5upPL;f.1L fort "s PA' OPAL, ' u'r1LI1Jk5 rtDR- DF,'5 HoHd 'P�Cfs to .4C,;H T PA INT, • pp�cE�oP- I . � p N I �• ! - J .- 1 I• GOh,XP' O la -r.�I_ MOP L01 l eol.P o I I N T.,/./V.G, PAIN 4 CC z VA LIM I COP I"- Ova "- ,, ' 121 SfiNA�HEfI PN-5 0 W I MaUNT I I r- TE�- Q fCC W Ilk .. '� a lo IC&mkw, z !!!7 W ' ..j 4 � 1 t. OP97-0525 ^,.• 1 + 12625 SW69n'q t •e r, �, ..�b a 2!! . 220f26 Ave �' ��. �r •f9' -I�!MaF...w-. .i., '�'w., y" 1.� Y� '•!1'y�. , .. ,:. '.. «2. 1 .. � '.' �P.1 ,. !" .e'. ,a.. � .. .:..,+Vkt•. •1�•6� .. !f• *nor• ,..,, ..1':!.,r, ,v�: 'nr .,�1.. .. i.. ..P,,..ur "•!:.-..�diYtE ..,::. u,rt�tt,4`r. •, . ' '� .. .. hh "G+^� �..1 .m•.a�1i dlt�'#t kc ",! ,� ,.. �,;.� ,�,{�,� .-. ,., .,, ,.,, ', tit- �... r't!+v.,,'�'!',• aMU.Ut�.}.tt',..n. .. x •,Ms+a � .w-., ... ,. .... .,°a < .•.M. IF THIS DOCUMENT IS LESS T���IIfIIIIIIII IIIIIIIIIIIII�jI IIIIIIIIIIIII lil � l IIII1,111I1'IIlIlIIllllll lI IIllIIIjIIIIIII Illlllllill VrW �111 i 1Ii1T11il. IILEGIBLE THAN THIS NOTATION, 1 ------`' _- - - — � :7 6 —!L�_ I I�I __I_I _-0 —� ` i� #�� nC IT IS DUE TO THE QUALITY OF - _ _ 17 - THE ORIGINAL DOCUMENT• __ _ _.___ ___ ___ — M_ No. �j-fs �- B Z 8 Z L S 9 Z I Z ib Z I £�L G1G ff �Z OrZ 8�[ 8 I �t 19�I -I b t I S t I L t I t t t l 8 9 I I�9�9 'b I 6 I [1uua SII IIIIIIIIIIIIIII (III (III ((IIIIIII IIIIIIIIIIIIIII (III (III IIIIIIIII IIIIIIIII IIII�IIII IIII�IIII IIII�IIII Illllllll (III (III (III (IIIIIIIIIIIII (III (III (III (III (III (III 11111111111 (III (III IIIIIII'( (III (III (III (III (IIIIIIIIIIIII (III (III (III (III (III (III VIII IIIIINI -T� � J r .:� k ,; ' - . ._ . '1 } , • Hv 1 +�,'.Fr..R Y , .� •i' ♦ .. �I Y,e r 116' �. 00 N .a:��,,�'.°fir 1r• ,. . M w„ 7 N i t1) 00 7 c !sig f LLI ' ! s F- F- UNION F-UNION _ - ._.. __--- ___ _- - - _. -- ----_-__ IN LINE GRIGULATOR PUMP DOMESTIC GOLD DOCOUNTERTOP � g � ' � t�lESTIG �.'.OL D RE: PLUMBING NOTES WATER SUPPLY _ II Q SOLENOID VALVE WATER SUPPLY , RE: PLUM51NG S NOT I I P/T RELIEVALVE WF HOT WATER (RETURN) 15 I N K i � T HOT WATER SUPPLY I 1ju A� TO WATER CIAT'E OR BALL _ `�; I 5 I N K P � I � �I7I l�o SHUT OFF VALVE` BALL. VALVE - � � DRAIN- I I HEATER MOUNT 1 1/2" VENT o BELOW (IF REQ'D N i COUNTER AND ALLOWED < - - 6A'M VALVE FOR X-RAY BY C;ODE) PROCESSOR 1 142 KA ��y� F�- O FIXTURES �.-�I`—Q�� �I < GHEGK VALVE f I I PROVIDE I STRAINER CHECKVALVE � SILVER I O RECOVERY UNION SYSTEM AS _ REG V BY I FULL SIZE LOCAL GOD TO GATE VALVE _ -- __ -- WATER TO DRAIN PIPM6 VERTICAL - U 3/4" DRAIN - HEATER. 1/2N DRAM G.W. VENT ( 2" Q HUL.DINCi _ CL O SILL FAUCET - , f RE: SGHED. 1" WASTE X Y WATER SOLENOID ARKROOM SINK PERATOR'Y SINK _ SCHEMATIC WATER HEATER SCHEMATIC SCHEMATIC SCHEMATIC �`� 3 4 U) o > <� k � I+ uj 0 '4> z F- r i . , - - U) uj ._.. Z ca > w < 0 C m - - -- _o w TO G.W. SUPPLY ._�___�_ ! (NC)TE: PROVIDE DUPLICATE )VACUUM LINES WHEN USMG ~ 7 FEB c'1 Z SLAB ON GRADE FOUNDATION M 17 0 --� TO LAB AND TRAY PREP � > • CEILING Z _ muj Q � - r C.W. IR , DENTAL a �- X •f OPERATORY - - r w ; '° r UTILITY WALL ( / MEGH. J h. 1 f. P2 y di DENTAL C. AM�•5 i RL.�.?4 GRAIN TO 115LD& Mow VACUUM ,�,1'e..� .� " �,j •` � ��1'`r 4. � � 1 , .1 •dry'-p .. � '-, • � hank V/��I}!�} J�7T�f LY i •ll f Aia sA. r 4 f r�. T F PLUMBING SCHEMATIC � AoX1M , . + 0H�p47 0525 5 j 0 ft VA. 12625 ;W 69"'Ave + . .• ,' Wll'NC�1l1 N1O--GJ3 . �r 23 of 26 x.4 ��L V1^ k. vl 2 Ali I f l l l t l l l l l l l i l i l l l i 1 1 1 1 1 1 I I T T 1 1 f l l l l f I I I f l I Jill 1 1 1 1 1 1 I I I I I I I I IF THIS DOCUMENT IS LESS �� i I � I1 lil I � ( ( I II � I 1 ��1 I ( I I � I � illll ISI I � I � I � III 111 l � 1 � 1 1 1 ISI III VIII LEGIBLE THAN THIS NOTATION I I ��..-I_-- ��.. _---41 �_ ��,_ I 6 I ` I S � � � TT L. DUE TO THE QUALITY OF V�III IIII��illl IIII�Ii9II 8IiiliI illLl LIIII�II9II>IGlllIIillll ZNlilillbl�sill l�lll LIIli�lIlll�lliTTl Sillli!I l1011�Zllil�ll8l{�1i111I1II 1iF iliilliLil iiilllll9li iILII I�Iill T�IIII IIII TIiil IlSli iIlli I livll iIlil ILIiI tIllllII llli TIlllfII llll 8(II1111111,R1111 TIIIIII _II_III�I IIOII.sIeTNF ORIGINAL DOCUMENT. III IIIl Aq)o I LIII991� t�t���� IIIIIIII ,RII� IIIII1 IIIIIIIII VIII II NI tY -"� - �Vti W..,, . ,•. � �� i.�, •. . •. �ti ,pr••'rK 'Y ".f. �'..5'. .iy •�, .�A..M1 .R^1: r � ti .. ., _ a T' -.Y ..., '# �. ,. .. ,q�..t yy .+A ,. �^ ., ;y•., e. qt 9i,''' y Cl ' S� •4vr. .� .*f,. K >• r +` �1r yrR t 1r J k ,.. ,, , .a ,. �, � i' •' .�! .i t,.,: .. .. W'.� •s .. i,." .. ';di t y- .. ,. ','. ,r , 4J'.I .;"•:.,...,. !(-'Ir-. � - � ,. .. ,v •- ,� - 'r�` ,t`r , �a ... .y� • f Mj. 1 , ,,i n, 7{•�:.�:; M., •''�,,' .•C r I e 'A:'- •� •A' j F.. 'ii' _ .!I' If , • a , , i i,+"�• / \ nk ' Mw'' Y�I .r . 4,�'t 4W _ k 0. i'c , ft-T S'!}�RC1 TURAL. NOTJr"�:, J �&, �, '�! 4,� �'.• -.a M>�'� 'is a �,� �� ; .� �. . •a: , • - . .' , , gel •�" ,��. 'F Z r' ' � �, _ 2 3 4 5 1. These notes set minin-wm standards for construction, itle drawings goverA over the general notes to the extent shown. , 70'-5" 2 Contractor shall verify all dimensions and conditions on drowings and in - 61'-1" field. Coordinate locations of openings through floors, roofs and walls 2. Roof, floor and wall shoothing to be APA Rated Sheathing, Exposure 1, -------^-- - ----- ---- - --------- - - T with architectural, mechanical and electrical plans. Notify VLMK conforming to APA performance etcndard PS 1 -83 and to ICBG NER-108. See Consultiny Engineers (VLMK) of any discrepancies. prior to drawings for required thickness of sheathing and/or spun rotiny. Install 3 Contractor shall provdd,t* oil necessary temporary' support P roof and floor sheathing with long dimension perpendicular to supports p 0 0 0 0 0 / /10_0 0compietiorl of verti;of and loterol loud systems. Vl_MK has not been and stagger and joints (unles9 noted otherwise in drawings). Use spacer `1' ro �' `�' 0' r `ti t k fo '1P ro ?S retained to provide any $ervlces related to job site safety precautions, tool to provide 1 8" end and ed e g g g 2 + / }' ' + + -} + }I i g joints, includin ton ue and rooveor to review the meons, methods, techniques, sequences, or procedures for joints Insioll 2 x 4 or thicker blocking ak unsupported joints in wall S3 "� ro �q � "fVtoUfOVrO10ro 1V ,�Q t�0 ra ,�O 0 „�9 co .O rothe contrartar to perform work. UNess we are specifically retained and sheathing. Block roof or floor sheathing where noted on drawings. w 1 ,�O ,�O �O �O � IPcurnpensoted to da otherwise, cyan work is limited to the design of wort: 3. Framing anchors, joist hangers, post cops, etc. To be "Simpson" ar --- ------- --___ _____ _ - _ .__ _ _ ____.._, _._ ___ ___ ___ _ _ _ ___ - -___ _- -_ - --- __ _ _ _____ __ _ _ ___ _______ __-_ - described on our drawings for this project. ---- t approved equal. Fill all nail holes typical. Use largest fastener A Z' s ����"4./ .4 T 1 - r A Where reference is mode to ASTM, AISC, ACI or other standards the latest listed in the manufacturer's catalog. - � - fi - 1.- - ^ 1 - -- �-- issue shall apply. 4 AN bolt heads and nuts bearing on wood to be provided with a washer. ' -- -- --- ----------- --►I� _--- - -------- --- -- - - --� '-' +-- - - ----- - ---- -- - --- - - - --I- ' - - - --- - --- --- - ---- --- - ---- _r�I.,_ 5. Inspection and/or job supervision is not provided by VLMK 5. fit nailing to be per Table 23-I-Q of the UUC. Nails called for on the - - - - - 6. All work shall be in strict compliance with the latest edition of the drawings are to be common nails. Uniform Building Code (UBC) as amended by the State of Oregon and all 6 Cutting and notching of joists not allowed. diameter hole may be O ' ,t I ' - _T_ , , �` W II I II II , ti other state and local building requirements that apply. drilled in the center 1/3 of the member depth. All other holes to be ' 7. Design criteria: approved. o Banc roof live load......25 #/Sq. Ft. 7. Studs may he notched in the lower ;/5 of the height of stud for electric O , I _ I I , , I I , - s+ b Floor live 1oad...........40 %Sq. Ft. and plumbing pipes, but no part of the notch is to he deeper than 25% of --�TI i I i I I ; I cS I c. Wind.................... UBC 80 mph Fxposure B1/3 ' I , j 1 1 1 1 IIII IIII , III I I ' w width of stud, Holes of dicarelers up to of width of stud muy be Id. Seismic...................2one 3 drilled :n stud. \C� I I Q 8. Mechanical equipment, mechanical and sprinkler piping larger than 2" 8 All laminated beams to be Douglas Fir with Fb = 2.4 ksi per AITC 117 ' , , i I 1 - I I I I , , ' \/ o diameter or any other ;tems producing a !longer or support load of over Specification. Combination 2-IF -- V4 far simple s on beams, all others I ' ' ' ' ' ' ' + ' ' F P P - P II , , III III , 50# shall be hung by a system approved by VLMK. Any Hanger or supportindustrial, ; 24F - vt3. Appearance grade to be unless otherwise noted or. , 4 producing a load over 200# shall have additional framing installed to drawings. AITC or A.P.,A-E,W.S. Certificate required. Use waterproof , transfer these loads to the main structural beams or wall unfess , ' ' 1 "� ��7 I I 1 I 1 �-4- c 4rwise approved. C + I I I I I l I ''� I I I III + I , il , I n 9- T ,-,:e drawings have been prepared solely for use in the construction of WOOD CHORD PLYWOOD WEB J015T5 B> tht' project located in Tigard, OR. Possession of these drawings does not 1. All %clots (TJI's) shall be manufactured and designed by Trus Joist ' 1 I I 1 1 i , _ rant a license to construct or fabricate the whole, or arts of this + g p Corporation or poor approved joist mcnufocturer to the following load project in other locations. requirements: ' ° ° ' ' ' ' rn ✓" tNc':u 10 In performing our professional services, VLMK has used thet degree of P P 9 FLOOR JOI S 1 S: t t I I + 1 t I I I f 4 core and skill ordinarilyexercised under similar project circumstances f �.- P !• a. 50 psf live loud (office) , '• , t ; by members of the profession in this locale. No other warranty, either b. 18 psf dead load expressed or implied, is made in connection with our rendering of c. 20 psf dead load (partition) professional services. , OREGON ' p 2. All bridging, bearing hardware, blocking, hangers, etc., that connect to ) , , I I , , 1 I , , 1 I , , I I , i I ( + TO I ���. r ' ^ t I I I I I I I I 1 ' S ' \ ��� t %, the joists shall be per Trus Joist Corporation standard details. �O �+ ) I I 1 ( I 6'0, j t 4 SITF WOR 3. Joist erector shall exercise extreme care during erection of joists to d 1 ' t IIII III . + III ► III + I ' o� 1. Rerr'ave all organic material and topsoil from ureas under the building or re vent the joists from bucklin laterally Uses reader bars for � ' � + + 1 � I I under paved cress. prevent joists and goalie lateral bracing }as necessary. Remove on ; j , ! ( , I I , + I I , �' , 9 .I P 9 y Y I IIII IIII 1111 0 ° r �.ZI '(¢5 2 Fill motericl to consist of o granular material or conditioned site domaged joist from the job site. Do not attempt to reinforce damaged AXP 31 material. Place fill in lifts not to exceed 8" and compact to 95 �oistS. I I v I I l 1 v IIII 0 , I I , ry standard ASTM D-698 under footings, under paved areas and under floor 4. Sho drawings s and calculations shall he submitted and stomped b on ° O ° I I O ° I I ° III ' O I i I + O I (, i ►� slabs. P 9 P Y + I t I I � + r engineer registered in the State of Oregon. , I + ' I I + + i I + I I I + I I + I 3 Base material immediately under slob to be 6" layer of compacted crushed 5. Provide laminated veneer lumber (LVL) chords as required to accomodate + N ; I 1 ; cv N ' I ( ° ,n ' I ' I rock. nailing (diaphrogro, straps, or other) which exceeds joist manufacturer ' I r O ' I I ' O ' III 4. See specifications for additional information requiremdnts. U illi v F QUNDATiOf�z 6. The joist manufacturer is to inspect ail joists after they ho'✓e been ; I I I ,"�� %n I ' � erected and floor and;"or roof sheathing, b.idging, blocking, etc . has \ N + , oo , 1. Design soil pressure 1500 psf LL plus DL (assumed). + p3 ' `3 ' I I ' ' I I ' ^ F ' I I ' 'k• \ ' I 1 � been installed. Manufacturer to submit certificate to VLMK that the ' � n I ?.. All footings to bear on firm, undisturbed soil or aopraved compacted fill inspection was made and that Joists are in acceptable condition and meet i I , = IIII = , I I , _ 1 I I 1 ro , I 1 1 ro ro , ' minimum 18" below final grade Notify VLMK before proceeding if any the manufacturer's des) n and installation requirements. I + `� ' I I ' AD ' I I ' ' I I ' +_ _ ' 11 '�+ �+ ' I ___._ ___ 9 q , \ I 1 \ 1 , I 1 -- '-- - ---+ 4 1 unusual conditions are encountered in the footing excavations. ' ) I , ^ I I i I ^ + I I + ^ - _ - _ _ _ _ _ _ _- +- r 3 Do not excavate closer than 2-1 slope below footing excavations. I H TAL PLATT-CO CT t - ' ' I i ' ' ' ' ' - �L _li-Ir - _ - _ - - Zr _2 -Z ' e�1 Isz I ► _ _ _L�Yt40D ROOF o I l I , , I I , , I I , r , - W `j 4. Clean all footing excavat arts of loose material by hand. I. Ail light metal plote-connected wood roof trusses shall be des,gred by an Wil ' , , , , 1 , , L--------- ---- , r 1 1 II II II 7 t--- ----- ----- - ---------- -� r - --- ! 5. Excavations may be made under continuous footings for pipes. Backfill to engineer registered in the State of Oregon and manufactured b o prior- 1 ' + + 9 p g v Illi , III I I np be approved by VLMK. !i-1 IIII I I I + �t PP approved truss manufacturer to the fallowing load requirements: 6. The foundation design is based on assumed site soil conditions. No soils ROOF TRUSSES: hp ' I , , I I , , I I , , { I , ' + ' ' ; , = 6 GV t' ( i i oo O 4. eualuotion%report has been prepared. The project developer hos elected a. 25 psf live load (snow) + drifting �� , r1 ' III ' + I I ' ( ( + , , , , , , 1 1 ,- ` ;i to assume the risks associated with construrtion and design based on b. 10 psf'dead load top chord I I ; I I i I I i i I 1 ' I I ' ' - ' , S3 ca a- k assumed site soil conditions. VLMK hereby declines responsibility for C. 5 psf dead land bottom, chord t any damages that may occur as a result of unknown site soil conditions or , ' ' ' ' ' , , ' d. Allowable Increase in wood member stresses due to duration of i I , , I I ; + I I , I I i I I I ' { I ' � r , � fuJ loading - 15% max,mum t ____ ___ __ -- unknown soli properties. g I j � , �;7�CRETE e. Uplift as specified in UBC. I ' •� 11 ' ll ' 1. All bridging, bearing hardware, blocking, hangers, etc. that are required 1. Strength: Average concrete strength as determined by jot cast ci'` cured to meet truss design criteria shall be included in the truss shop ; IIII 1 I i I , III I i ; I I L cylinder to be 3000 psi at 28 days plus increase depending on rite plant's drawings ane shall be provided by truss manufacturer. ' I _ ; I I ; ; I I ; ; I I ; _ ' i I ' I 1 + t- _--_- _____-_ standard deviation as specified in ACI 318-6: Provide mix designs to 3. Truss erector shall exercise extreme care during erection of trusses to ; ' ' I R- 1 + I I '� , -' '-"""-""'r � U-) y Engineer for all concrete to be used. Clearly Labe! all mix designs as prevent the trusses from buckling laterally. Use spreader bars for 4 I , I I ' ' I I ' ULLJ to proposed area of use. lifting trusses and provide lateral bracing as necessary. Remove any + Minimum mix requirements; B + r I 2 q damaged trusses from the job site. Do not attempt to reinforce dor-aged I T-1-- -------------r•I r- _ I I 1 I -^ '-"`` .-'�--T t , � Locution Compressive Slump Min. Admixtures trusses. ' , ' I I ; I I I `�' , ' t'./i N strength (o) cement 4. Shop drawings and calculations shall be submitted and stomped by on (psi) content engineer registered in the State of Or.gon_ rn 5. Truss manufacturer to inspect all trusses after they h'o,re been erected Footings 3006 0-5" 5 none and roof sheothing, bridging, blocking, etc„ has been installed. Manufacturer to submit certificate to VLMK that the inspection was made �_ :A Walls and 3000 2-4" 5 1/2 WRA/PT20 (e) and that trusses ore in acceptable condition and meet the manufacturer's 'sp I - ' ' �. ' ' _ ' ' I I ' , Col u m r s �• � t" I I'I I I L'--� ------'-----7-I� design and installation requirements. O ' , , , , , , ' ' ' + G ' + I ! iI IIII gill 11 + ! III r` Slobs on 3000 2-4" 5 -1/2 WRA, AE (c) PECiAL I SPECTIUNS - Grade The following special inspections are required. Provide Engineer with copy '-'�'T I ' (Exterior) of oll inspection reports. - _-_- __ _- -.--_ ___ _L_J______-_-._� J I I � I I I I r______ ____ __ i y 1. Special inspection required during the taking of test specimens grad ' _ _ _ _ _ _ jl _ _ _ _ _ _ _ _ ,j•J _ _ _ _ ,.,J L _ � Miscellaneous 3060 0-5" 5 WRA P Q. ep 9 i 1_ T_ -'r rr �� r r -IL -TL�'L _ - I I I ° t I ° _.._rte' j' ' lacin of all rein orced concrete exc t slabs on race. -� -1T_ -� - -R- -� -TL __ _- _71 -7i -� -� -� -�J _ �'__Z J - �I- JL _L - L 2. Special inspection required of all concrete reinforcement prior to g ---'� - -- - - I ' ' I It ' i ► ' ' -+- -OB Slump exceeding specified limits shall not be incorporated in the ---- -- ----- -- ---- ------------- - -- --- --- ------- ------- ----- -- - -- - -- ---- ----- --------- - ---------- --- - - + + ' t I I concrete placement, except slab on grade reinforcement. � � + I I � I 1 I � � i r___________ rc ect except b written approval from Engineer. I 1 P 1 P y' PP 9• b. WRA = water reaucing agent SHOP DRgWiNCS o I C. AE - air entroinment Provide shop drawings for all structural products delivered to the projec . ' I I ! Iii d. Up to 1 1/2% cal. chloride (C.C.) allowed during cold weather. Shop drawings of bidder designed items cre to be prepared by, and bear the o �` , +��/ e Pozzotec 20 (P720) required for concrete placed below 40 deg. F. stamp of an Ore on licensed en ineer product en ineer. Such drawings s o iO �` F' c �J 1 I I I I ' ! { I ' ' I (il m 3. Use type I cement, per ASTM C-150 unless otherwise approved. shall certify that the drawings hove not deviated from the VLMK design in 1x a a, 4. A re ate ASTM C33. a� ei` Ix+ oil} a+• I r , ' 1 1 t 99 9 any way, or shall call to the attention of VtMK that the product engineer S. Water reducing agent (WRA) shell be Poiyheed R-1 or Durocem 55 applied at has deviated from the VLMK design drawings. Such deviation may be cause for o r r r r r 6 az. per 100 tY cement. Comply with ASTM G-494 re;ectin the shop drawin Fn ineer will mark u three sets of shop - - 4 - + , _ ____ ___•-__ _ __ u---- ----- -- ----- 6. ._ _ _-_._ - 9 P 9� Engineer P P 1 J u J L J -' L J rr 6. Ai- entrainment shall comply with ASTM C-260. drawings If more than three sets are required, submit ane set of TYP. S3 } , 1 -_� - - !- 7i- T! , Accelerators: PozzotPc 20 non-chloride for componets exposed to weather reproducibles (sepics). Fax submittals will not be accepted without prior __ t r I �' '-Z ? t`��`T/�,?-:"IT,71� in the completed structure (walls, exterior paving, etc.), calcium 00 approval. All submittals shall be reviewed and stomped by contractor prior �- r n g chloride in interior slabs on grade Quantity (dosage; to be determined t0 o submittal to Engineer. �o - - ^ Al by Contractor and approval obtoined from Engineer prior to the use of I 1_ u x accelerators. +Ir �irO 2 \f 8. Place and cure all concrete per ACI codes and standards. AN \,r S3 WOOD STUD PONY WALL. 9. Provide control joints in o;i interior slabs on grade of 25'-0" o.c. each '-0 7'-10" 7'-10" - 7"-10" 7'-lU" -� ' 7'-9" \d�'� way maximum unless otherwise shown on plans. Provide heavy (3r/4") tooled joints at 30'-0" o.c. in off exterior walks and slobs. 10 Sleeves, pipes or cor'du;ts of aluminum shall not be embedded in 40'-1" _ i 25'-0" 5'-4"- I , ' til structural concrete unless effectively coated. I W � } w REINF,QRCiNG _ _-. -- 70'-5" 1. All reinforcinq steel to be ASTM A615 Grade 60, except ties, stirrups, a and dowels Io masonry to be Grade 40. 2. Fabricate and install reinforcing steel according to the "Monl,ol of r , r n Standard Practice for Detailing Reirforced Concrete Structures" ACI --+- �-- - }-- Standard 315. FOUNDATION PLAN ` '�+moo Ir Standard 0 . 3 Provide 2'-U" x 2'-0" corner bars to match horizontal reinforcing in poured-in•-place walls and footings at all corners and intersections. �` �` Li 4, Splices in wall reinforcing shall be la p g Peed 30 diameters (2'-0" minimum) and shall be staggered at lecst 4' at alternate bars. 5. All open,ngs smaller than 30" x 30" that disrupt reinforcing shall have / /1 on omount of reinforcing equal to the amount disrupted placbd both sides � 1 of opening and extending 2'-0" each side of opening OLJ 6. Provide the following reinforcer 3 around wall opening; larger than 30" x30": _ - _ SHEAR WALL NOTES. NOTES: a. 2 #5 over opening x opening width plus 2'-0" "each side. r S H E A R WALL SCHE D UL E 1.) INSTALL SHEATHING HORIZONTAL OR VERTICAL. 1.) FLOOR SHEATHING TO BE 3/4" APA RATED EXPOSURE 1, TONGUE b. Q2 05 under opening x opening width plus 2' -0 each side. AND GROOVE PANELS W A MINIMUM SPAN RATING GF 48 c. (2 #5. each side of opening x full story height / /24. MARK SHEATING AND'NAILING NOTES BASE CONNECTION 2. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER d. Provide 90 degree hook for bars at openings if required extension past ) 2. APPLY 3 8" BEAD OF CONSTRUCTION ADHESIVE AT ALL SHEATHING SUP opening cannot be obtained. - -- --^--`-`-- AND NAILS SHALL BE STAGGERED. ) / LL 7. Provide (2) I!4 continuous bars at top and bottom and at discontinuous 15/32' APA. RATED, EXPOSURE 1 PANELS, TYPICAL EXTERIOR WALL 3/4"0 ANCHOR BOLTS f O � � O ends of all walls. O ONE SIDE. BLOCK ALL PANEL EDGES. NAIL UNLESS OTHERWISE AT 48"'O.C. 3,) FOR WALLS NTH SHEATHING APPLIED ON 60TH FACES, PANEL JOINTS 3.) NAIL SHEATHING W/ 10d AT 6" O.C. AT ALL SUPPORTED PANEL EDGE5, 8. All wall reinforcing to be placed in center of wall unless shown WITH 8d AT 6"0.C. AT ALL PANEL EDGES NOTED ON PIAN. SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 10d AT 12" O.C. IN THE FIELD. ALL NAILS TO BE RiNG OR SCREW SHAN 0 otherwise on the drawings. AND 8d AT 12"O.C. IN THE FIELD. � 0 � 9 Provide dowels from footings to match oil vertical wall, pilaster, and _ _ _ 4.) ALL NAILS ARE TO BE COMMON OR GALVANIZED BOX. STAPLES ARE 4.) VERIFY ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS. NOTIFY ENGINEER column reinforcing (poured-in-- lace columns and walls). La 30 diometos NOT AN ACCEPTABLE SUBSTITUTION WITHOUT PRIOR WRITTEN APPROVAL MMED LY IF ANY DISCREPANCIES EXIST._ DATE or 2'-0" minimum. P ) P 15/32 APA. RATED, EXPOSURE 1 PANELS, 3/4"0 ANCHOR BOLTS FROM THE ENGINEER. l O ONE SIDE. BLOCK ALL PANEL EDGES NAI'_ AT 4a"0•C. p�4�; P l"�r�'itys•-I(a V'�c� F� 1,�5 15►� Y�S2 FRAf�) B WITH Bd AT 4"G.C. AT ALL PANEL EDGES 5.) PLAN NOTES AND DETAILS WILL SUPERCEDE THESE REQUIREMENTS til 09.c'. Ahs P , 0T"' ep U�ire''�`( `r y �''� 1 � PROJ NO. 1. All lumber species and grades to be as, follows (unless otherwise noted): AND 8d AT 12"O.C. IN THE FIELD. WHERE SPECIFICALLY INDICATED. (slip E wn 97M a. Joists, bearns and stringers...... . .....Dou las Fir 2 - - ----- - ' 6" nom. And greater bams on stringers.. os Tit 1 " " 6, SEE DETAIL 3 FOR 'TYPICAL HOLDDOWN DETAIL. � �� �Q � RaC.�o� 1 45 R�PO~� ��"9- Tp � 9 9 Douglas F! 15/32 APA. RATED, EXPOSURE 1 PANELS, SEE NOTE #2 3/4 0 ANCHOR BOLTS ) S� IGoMp'L f;<-i�'" �yTA.H rJh -P G,te►.1 (^F� r,� °RAfi�' cHEact:O b. Bucks, blocking, bridging dt mise ........Doug, Fir or Neem F,r M3 \ BOTH SIDES. BLOCK ALL PANEL EDGES$ NAIL SEE NOTE #3 AT 16"0.C. c. 2 X 4 studs.... ................ .. . ...Dooq Fir "studs" or "std" IN �C " '� lit { �� P0 F- M� J�� vac N ri10 WITH 8d AT 4 O.0 AT ALL PANEL EDGES � C'G� -�F -+ET No d. 2 Xt 6 studs & larger.....................Dougla. Fir #2 AND 8d AT 12"O.C. IN THE FIELD. e.' Sills, led erg, plates, etc Embedded in ar in contact with �rtr, concrete................Pressure treated Doug, Fir #2. r I Sf. Posts.................. . ... ...........Douglas Fir N1 VL PLOT DATES: 1 1 /97 11:30."59 MAN fil!I�y7_p525 T/3 417 14:24.47 MAN 7/.3/97 14:35.44 MAN 2 7/7/97 20:0,51 MAN OF 12625 SW 6911i Ave ' 24 of 26 t N r'I' W ra4. _ ,i e 4a ,y ,1 i'_ht. ,,.,",,,,,Rw,,,..,.,.._._.,..., :..<,..,.+.. -r..:r .«..r .." ✓ >.-tJ.,p,. -.. .. ,: a. :MM"r'.. t''+,,;q r t, .:dNRi'Y' •7 '�,.,. _ ,,rr.' .,'.. ''•► - "+R 1i' ' ,!f�'lt'1' .,• Mik•-.a.. w.« ; ,Mr•a"Iw++'ikr �! + •a• . +'r4" .. • . 1rt�uY�l.ar •1�; a t1s+w!"+•^•+Rt ,�ww'•,wf!l'��«s,Mne..i+llibr, ' .,-.-•+",�'. .�"•giro-.�.'►dvr flMq'H,...,!....W�. -I.Ir IF THIS DOCUMENT is LFSS T1" Ili 'III III 111 III III I I III ilii III I I III III Ii1 tlr Iii III iII I 1 IiI III illi III III III III II I III III III Ill III till 1�1 i � Tii ill 111 liltill III1111111 IIILRGTBL,F THAN 'f11S NOT'AT10N, 4 c 7 �VI I 11L�- ----- - -- - _ -- -- � s ---� Tl' IS DILIF TO THF QUALITY OF l �' I 'f ORT(;]NAL NI'-l. DOCUMENT. -- - --- -- - --- ---- - - -- --- --- tvo.se O."'"rs'�5�'.-'_ ��l�.y HF ORI � II II IIIIIIIIIIII��I�IIIIIII�IIIII IIII�IIII IIII�IIII IIIIIIIII IIIIIIIIIIIIII IIII IIIIIIIII (IIIIIIIII III IIIIIIII"II�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII illlllll9l IIIIIIIIGI IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII �IIIIIIII I9111I1111 IQIIIIIIII ylllllll IIIIIIIII ILIIIIIIIIItlllllJlll 1- 3 4 70'--5" i N O T E S S 3-' 1 ROOF SHEATHING TO 8E 1/2" APA RATED EXPOSURE 1 ,.--- —_-- -- ..-- __-- _.•—..., .._— V A LJ -- --,------- _— --- —_—^ --— ----- --..____ --- — —_._._.__.—_. PANELS WITH A MINIMUM SPAN RATING OF 32/16. + r— __.._ �""—'-"-"—"""{ .---- }"'�"—•• A — 1 NAIL SHEATHING, WITH 8d AT b"O.C. AT ALL SUPPORTED + + --- ; + � . PANEL EDGES AND 8d AT 12."O.C. IN THE FIELD. + , 1 1 1 + . 1 1 2.) VERIFY ALL DIMENSIONS NTH ARCHITECTURAL DRAWINGS. 1 1 NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES EXIST. 3.) ALL ENDWALLS ARE TO BE BALLON FRAMED FULL HEIGHT TO UNDERSIDE' OF SHEATHING, WHERE STUDS EXCEED 18'-0" IN HEIGHT, THE SPACING SHALL BE DECREASED TO 12"O.C + t 1 1 i 1 1 4.) ALL OPENINGS LARGER THAN 3'-0" SHALL BE FRAMED 0� PIZp� T 'r7I 77 WITH (2) FULL HEIGHT KING STUDS ADJACENT TO THE HEADER. 1 5.) ALL POST CAPS TO BE SIMPSON 'PC' ('EPC' AT ENDS). ' -�'O two©!� tr l•�� Ti••�I r ,Qj � o i 6.) FOR WALL WHICH OCCURS ON GRID (D . ALL OPENING TO E STRAPPED AND BLOCKED AT WINDOW HEAD AND cc 0 LL SILL. SEE DETAILYAAA 04 4A OW4 12 Cr t 1 1 1 S 3 1 1 1 1 RI M MULTIPLE TRUSS — CENTER 1 1 G• ON WALL THIS (LOCATION ii 1k� o ii ` Ln ■ t 1 1 1 1 1 l i 1 1 1 1 X 6 24!0-C'. ycc ( N W ' SIMPSON 'HU4' 1 HANGER I op O CN toit �� Q Lam , 1 ,Q + By ET FRA AING A .t L . 1 i 8Y C NTR4C OR CC 77 ' S3 S3 1 1 a 1 ' � 1.c9 i + M '�•' 1 ym L——-———— ———— — ———— -———— ———— - ———— -—- T 1 r 17?(�—__—� B 11 I 1 1 cl a Y00 ` SIMPSON 'HU ' •x HANGER XFI K71 X 8 4 X 8 4 8 4 8 r 11 i t 0 SOD — ' S3 1 1 P940v(171, o Isof-IT ,L. ISI,oG l�b t,�nti P -o _ 7'--10" ____---�- 7'-10" � 7 --t o" r 7'-10" ' � � I M P 7�1� g-� s a�-n F,4 � � rn-1 x 25'-0* 5'-4' < 70'-5 �T _ n j w 0 i ROOF FRAMING PLAN 0 -1 X 6 O 24" O.C. 1 X 3 T do G $OFF(T ROOFING FOR FLAT ROOF. Ljj < BREAK TRUSS Al THIS ry LOCATION — SEE DETAIL - OLLJ I + + + v W LL + LL.. 0 a � Q 42' + - I 24'+/- DATE ~I SCALE PROD. NO. C C A A Norma I DRAWN CHECKED • F _ TRUSS 'B ' 1 TRUSS 'A' "7 r,3 TRUSS 'C'' ,rr.97092\S1-1 18 1'-0" f - _ --._�_. ___ _ _ _ " —� a r1 f5; �DETAIL2 1 j8 1'-0 — SHEET NO DEraIL3 1/8" i'--Q VLMK PLOT DATES 12625 SW 6 6/23/97 11� 30.59 MAN 12625 SW 69°i Ave ,, ;• �° ;'' Of 26 t. ...W.wnr,.-..:. ... .w,»,:..�.sua.n.. ..w.r,�..la[1.M..Yr»� �uu�.. - � • ,. .-,. . fr r� :W �Ai,»�}� !- , .'� - : �t4� V.•-... �r .>«., as .-..Y,...h.! wq.»�.,.a..,U..RM.,A§n*IMnr"�1wwn.,v.J -.n..i»._...-.,-_. IF THIS DOCUMENT IS LESS I f 1 1 1 1 1 1 1 1 ( I II�I r I I T l I I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I T I I 11 1 1 i 1 I l l i l l l III IIII 1 Jill 1 1 1 1 �'11IIli III � II2 1 ' Illj I � IIlj4 � ( I Ijlll � 61 `4 IiI � II � � � ILEGIBLE THAN THIS NOTATION, 1____. __� __------------- � --��_ --- '�_ _ �_ 10 11. 12 Q _1_ 10 11. IT IS DUE TO THE QUALITY OF 36 THE ORIGINAL DOCUMENT. _ `f S 1I8Z 8Z GS 9Z 9Z I 6Z £TL I�G�Z 111 8i 18�L LT 9t 1411 I ♦bi I i'll till- I tt till 8— TB L I 9 4 f�I Z II��I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illlllillllllllllll lllllllll lillllill IIII�illl�llll�illl IIIIIIIIIIIIII�IIII IIjI�llll IIII IIIIIIIII IIII Illi IIII II11 illi IIIIIIIiII IiIIIIIIIIUIIIIIII IIIIIIIII IIIIIIIII Illilllll III 1111111 IIIIIIIII IIIIIIIII IIID ull , +_^ .4•r • .ti �� `,., , ! idj, '• „.. ' Y .,;tl+.a ,.►. '�,• ^ •, :?« .,•'S'rR!�F' ' ;..P •_ .. a., , F, 'f, .. - ;.. - �• a r . .. ,. . - PROVIDE F30UNDARY • . r NAILING • # � �'✓' AT THIS D w •• :;. +�`"". , `;,TU IGHt �' u • .. ' 1. 1• 'r •,� r _ •" ,, (2)-FULL. HE .� � ' t. . : .,:� ',.. ,:. �' •t u . . KING y, STUDS `" rr •,� or FLOOR JOISTS 2 X 6 STUDS AT 16"0,C. - SHEATH AND NAIL FLOOR JOISTS X 6 STUDS AT 16"O.C, - SHEATH AND NAIL ' PER SHEAR WALL SCHEDULE AT SHEET S1.- PER PLAN PER SHEAR WALL SCHEDULE AT SHEET S1.-- T �•M - `SIM HOLGOWN PER PLAN -----_ SINGLE TRIMMER PER AN u1 3/4" GYP.-CRETE FULL DEPTH TJ BLOCKING _-- J - - TYP. U,O N c73 TOPPING TOENAILED TO DOUBLE PLATE MASONRY S NTH 16,1 AT 8" O.C. �r MASONRY 3/4" GYP.-CRETE SHEATHING PER PUN VENEER SHEATHING PER PLAN TOPPING VENCER 7 X P.T. POST PER PUN SEE ARCH SEE ARCH. PLATE 2 X b 2 X 6 —1/'2'J BOLT - EMBO 7" MIN. 1/2".1 BOLT -- „ ( i r• { , ��• �� � '� •5�`'"' W�'�' ;;• ' � '• 2 LR SIMPSON 'CBS' POST BASE ` ' 2 X 4 _ tiNE OF. FTp. i� V) X13 TIES ►' WNW -#4 DI�W�I E 'SID 3/4" CN 2 X 4 6 16 0,C. 2 x 6 WAS" -✓ I •. AMFERu = ------ -- 6 4' 2 X 6 WALL . - - ---.Z- 6' 4" 30LT. . .�.. dNGH � 2 X 44 O 48"O.C. „ . • •4: t .: a - - — ` _ b 48" FILL AT 8" 0.C. p t M ANCHOR BOLT SCHEDULE � �= �4 -- - ' ANCHOR MINIMUM Z e (2) - 04 CONTINUOUS - n HOLDOWM BOLT ri EMBEDMCN 6" 6" �- X14 BAR EA. CORNER ,� PKO o •,. a _ (1) #4. O 48" o HD - 2a 5/8" B" -- - ---'r OF PEDESTAL - PROVIDE ! �`'CC GI" �)i�l%•. r STANDARD HOOK INTO FTG L,-J�, w• eft-, .p\ � - HD - 8o 7/8" 3 xi if r ( /— 4 E A, WAY " w O i EQ ELI EQ - FF NOTE pr:ccY 6" 10 6" 6" t0 6 l'-10" .`� �- , • '� - ALL ANCHOR BOLTS ARE TO _ BE A307 HEX HEAD. I �`�'Y ya, +: ,.f 1 IDN. WAIL DET. F :r, 2 FOUNDATION DET. 3 HOLDOWN DET. HOLDOWN , a , _DPOSFOONG DET. � .. S� FDN-DETt 1 1 -0 53 FDN-DET2 i t -0 S3 POSTDET t � t -0 c" S3 " 2 X 8 PLATE CON T.- - DAP TRUSSES ANDj RUN THROUGH 2 X 4 PRESSURE BLOCKS BETWEEN JOISTS - NAIL ROOF SHEATHING Sd AT 6 O.C. p� PER PUN — - TO 2 X 10 BLOCKING WITH o t•7 / 16d AT 6"O.C. � Q TRUSS MANUFACTURER �- ,` ROOF SHEATHING �I - ROOF SHEATHING PER PLAN TO PROVIDE FULL DEPTH .- ROOF SHEATHING PER PLAN PER PLAN BLOCKING OR BRIDGING AT 'J 2 X 6 PONS' WALL C'V 8d AT 6" O.C. THIS BEARING LOCATION. -- BETWEEN TRUSSES 2 X 4 OUTRIGGEREs '� (3 STUDS EA.BAY) ROOF JOIST �.. NAIL END STUDS TO AT 48"O.C. - NAIL TO PER PLAN X' FASCIA DOUBLE TOP PLATE SOLID 2 X BLOCKING �i� TRUSS VERTICAL WITH �...� ROOF USS 1 16d AT 12" O.C. SEE ARCH. WITH (3)-16d BETWEEN TRUSSES •"- i 2 X 10 BLOCKING PER N r f`a.. TOP PLATE TOENAIL TO DOUBLE BETWEEN STUDS 6d AT 8"0.C. SIMPSON 'H3' ____ _. �1r.L �_!_._ _ L ENDNAIL W/(3)-16d EACH TRUSS NAILS EACH END HANGERS >_ 2 X FASCIA SIMPSON LUS SFE ARCH, 2 X BLOCKING AS - . REQUIRED TO PROVIDE iA 2 X FASCIA -~-- - BACKING FOR TRUSS v" _(2)-16d END NAILED SEE ARCH. HANGERS. TO OUTRIGGER 2 X 6 WALL CSV ' 16d AT 8"O.C. MPSON'LU'HANGERS ' 2 X 6 WALL -'�� _2 V'! C-4 ROOF TRUSS SIMPSON •'H3' 2 SEE DETAIL 53 FOR PER PLAN EACH TRUSS , (4)-16d NAILS TO <•- SEE DETAIL c3 I EACH WAYS PLATE / FOR ADDITIONAL DOUBLE ADDITIONAL INFORMATION M INFORMATION 1 • ' "2•X 6 WALL - SEE DETAIL4) BEAM PER PLAN � 2 X 6 STUD WALL s MASONRY VENEER FOR ADDITIONAL INFORMATION 2 + SEE ARCH. FOR -. SEE DETAIL I ROOF TRUSS SEE ARCH. 5 ATTACHMENT TO PER PLAN FOR ADDIIIONAL MASONRY VENEER i ' STUD WALL. - INFORMATION f t - - v E.I.F,S.-SEE SEE ARCH. FOR POST (BEYOND) i -ARCH. a ` •'� HEADER INHERE OCCURS'-SEE ATTACHMENT TO ' STUD WALL 2 X 6 CEILING JOIST PLAN. ALL HEADERS TO BEAR i - AT 24"O.G. IN SIMPSON ` + ON SINGLE TRIMMER - TYPICAL S V U.p.N. LU' HANGERS th 5 FRAMING DET. ,, . i FRAMING DET. r 7 FRAMING DET. 8 FRAMING DET. S3 BRFRAMDE 1 = 1 -0" VS3 S2-2 1' - 1' -4 S2-'3 1" 1 -0' S.3 S2-4 1" = 1 -0" CRIPPLE STUDS SIMPSON 'LSTATS' AT WINDOW: HEAD / SILL -SOLID 2 X BLOCKING BETWEEN EACH SIGE OF OPENING ROOF TRUSSES (4 STRAP;: PER WINDOW) �---- ROOF JOIST 2 X 8 L,Et10ER LET-IN 70 ' . r PER PLAN ROOF TRUSSES - NAIL NTN ROOF SHEATHING PER PLAN ROOF SHEATING (2)-16d EACH TRUSS PER PLAN-, -ROOF TRUSS PER PLAN W 1 ROOF SHEATING PER PLAN ROOF SHEATHING PER PLAN ROOF JOIST SIMPSON 'A35' PER PLAN HE ER SIMPSON 'I 1S' AT EACH JOIST -� PE PLAN ANGEr, , EQ. EQ• E1.J 4, - - ROOF TRUSS PER PLAN- ~ V / >►� ! I 2 X 8 LEDGER - NAIL WITH (3)-16d p��ETENTOL2X BEAM PER PLAN HUNG IN0 .j AT EACH TRUSS WALL AND BEAR ON SIMPSON 'HOC' HANGER -ROOF SHEATHING 3 CRIPPLE STUDS. r PER PLAN TRIMMER STUD rt -- PROVIDE FULL DEPTH 2 X ( " SCISSOR 'GRUBS BLOCKING BETWEEN TRUSSES SIMPSON 'ST2215'-WRAP \\ -2 X 6 STUDS O 16-O.C. �. �•✓ U PER PLAN TOENAIL TO BEAM WITH 16d DOWN FACE OF ADJACENT BALLOON FRAME FULL U (Y ( e SIMPSON '�35' AT 8"0.C. BEAM. NAIL EQUALLY TO HEIGHT TO UNDERSIDE / Q '�'++•+ EACH TRUS ROOF TRUSS EACH MEMBER. OF ROOF SHEATHING t.....,i PER PUN SCISSOR TRUSS •,:. �°,,,,.J BEAM PER PLAN PER PLAN ` - DAA SEE ARCH. FOR r'. SCALE PRoa No. . BOTTOM CHORD WOGG POST BEYOND } SLOPE - -- 97092 .a, • i° ' .„ 1. •� .. i. ° rel,. _ .� ' „ . . " BLOCKING FO STRAP R . DRAWN CHEC" ' _ fY !IIS ' •~ 1 . .•t� .. I '. + ,`. 1.r .y, V B, DOUBLE KING STUD r9GAMING DET. " 1 ( _ CRIPPLE ,FLEE Y NO U G DET. t '� LE STUDS r t . . s-� , _ , -o r} . ; �' FRAMIN � I ,, �'� �,,. 11 FRAMING DET. 12 FRAMING r `�3 �� -� , -c .. _ M G DET. r �,• r• 3 52-7 S2-8 1 1 0 10 1'97-0525 ti, ,. ' w r 6 .: r/ • S 1 1 it y' • J Y SW Wh Ave �e " .. _ f , . 'S 26 of � �i •� 1R.AIK PLOT DATES: �• " � of 2�i 7/7 7 >i:34, 5 A� `. Of97092 -3 71 / F t .....,.,.-,...,.ri,..,. :., ._.c'.,,.._..._:.... r: _ _ •- .-..•:.rwr.IrM., '%11gn.+tlM.flluJ�Y�HrAn+s..r'.,e.YK..-,.,Mro�er��'•."►trsX „ x, .:,, .. «nr ,t .+F^• y. '1{ :fir `. . . .,., » G r' � Via.. •.�^l :lr�•. yi�r+rltc:+eil�k�M'�Ilia'�CtwtYwl�/le.:w ra>wtCi,t , . .V, •'�'•,+�•31�I'eb ^!',.,a�•r. s.''.:. rn .. ••.int + .. .,. •r.- ,.v a .M rF'ai_+Y.•r , .. , Ir .. _ , '•' ..r',�A s .v'•.6'wA1.M.•Y Y ...... .. ,r ?h r-ti.s:a• .. '. ...t+.y., 7... .R-. ' _t 'k71�t1a. ..:y.. - .. '' ._. , TIl1II III III III 1T1 11IIIIIIIIII � � 1 � 111IIIIIIILEGIBLE THANMTHIS NOTATION, � � I I 11111 � � I � � � I I � � I I � � � I � I ( I I I I I � � � I 1 I � I I___�_-_� _1_ _1 _ _1 I_ J_ �1 g b l b 1' �� 1T � T T QUALITY OF —� �- I qyq THE ORIGINAL DOCUMENT. --7�-- --. — - _ _ -_ / qs 8Z 8L I L16 L II 1131-111111 6L G tfGIOSIIi � BLt 1I94T 6i 16�1t I it I t �8 8 L 9 9 �f ��8 I T1IIn.lllllllll IIIIIIIIlllllll�llll IIII�iiil IIIIIIIII Illlllllllli111-11, II�IIiI IIIIIIIIIIIIIIIiIII Illilllil 1111 ILII Ilii lill 1111 ILII Illilllll II IIIIIII I I fll IIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIf IIIIIIIIII�IIII IlllfIII�I II IIID IIIIIIINIII