HomeMy WebLinkAbout064-230-0110
0
FOR LUMBER REQUIREMENTS A. -D JOTNT DETAILS NOT SHOWN SEE. -
36 - -- - 42A (413) 3117179 S-15-73
T S-15-78
I - 36 - 5 - 42* (4/3) 3/17/19
T - 36 - 6 - -10 (4/3) 311j/79 S-15-78
z
R -4x7.5, T-48
'T
%
4,
12
0
R-4.OX6, T-47
L/10±
62"S
R-4.,Ox6, T-46 I W -T. V%--- -
greater tha
.1-srub B
- I
to L/4-8"
THUSWALCON ECT0RSfR5.iiv..c1,.1. 0ii1y20d%8q. DlGffS 4NEXCATE SWE OF PLAIE IN 9NCHES. TRUS AM
FlLFWO_- ST - 36 4 42* (4/3) -L"� 20 i-Uw1.1 by P,.%- -M 0 i -4h pw �,q i., A7*. 41' " T-!4 we puKld 6-0 Pivhae.1 W.25"a C H -le- i- 1UNDER:
ooc: 111120/79 St,b A -C SPF n SnW tv�ed by preez -R-1 to leempe, sit vl. to Teeti, we wxhcd Kopw A.". at 25* g 15- cc Holes 4rf M Um t. uxmid v,,,ve Hem.F- is speo-w I
I I rqf� Pi". foideriled by prithi -RNI it a Ice" A,50W twv�ro, �M every V -W �-Df i"M " h0ft onvired 11S.ft. 'G vw4ati,. 18 9. stock lad AN OU,1, .0 20 gl SYST'ELIS
RZF.: S-15-76 DES BY� JN CK. BY. fFec.�,c�*xh_—_1_jc8o AR,1601"RRP1469 asignode CCMVany
GENERAL NOTES. (urfts omerwtsespectfied)
I Insid426 on is enwelf the'resocrtswily of tbe respective contractor
2 All bracoig Jumporaq aftd pcimane-IlL to fe4tSl lateral force$ to be
dmigneC and provided by citriem
3 Dcsiqn assumes 'dry conditzon at use in nonCO((OWvC Cn-ufDnme-%-
4 Des�gn_,somcs ljlefatcraC'�#gal 3 oclop:ootd, 12�oct)onom-cnofd
5 assumes full ticaring-al supppr� 'Slum or wedge it necess3rY-
6 Cambe, vuss to L/72D bulo-cen suvpons
7 Arfectuale "I inlra psaslurnc-1
B 1�3 conu-nuous talcral tfactv4,fLq�.4tei3-wrtetestiown
9 Impacitito-l'to of latel3l brac-nq w-corrultenacd vvirlete sho-n
OvEkIALL LE"S.1ti (,F 36' P" SPACED r.C.
R-4 AX9. T-510
TROS5 LrW11'r,
LL*;tL Ot. �90r �_ A? .4 ;)-,F
III. tit. CEM.,r z 10,n P -51F
Stub A
T_ & " (4/12)
10.4t. VL51W LU'611 = .,n P's
- b PSF rLILTUG REF)JC I It," T A k FP C 5/ Y -i- At L
41' (5/12)
to 3" (6/12)
L(Itrl IIUPATIJC� 1-11i`;"St = I
Stub A& B
ktACTIW� = 1
Tt"lss of"Ep Ff11qCE.S Ir -ON I)
-3037 �F I Pg?- --1 3 F.P J1
1 2 - 2 66S b 2 11115 "1 z "i, a -6na
D�SY3, T-31 typical
1 3 -etwi 3 ?qp-4
T
F. -4.8x9, T-510
LEF1 ilteirC� -.A;iEA QF'o"D d.TPHF/ 3.411DF S';_I1J
PJG�Hr I)P,G APEA P;:Q"�D C.7L2H"/ 3.010F Sri"
-19
Stub 5
Stub C
to 11-5 with 2x4++
(4/12) To 35'-3" Spa ced 24 o.c.
to V-1" wirh 2x4++
(5/12)
LEFT R�Acnon = 1259 RIGHT REACTIDN = !12-99
(A
to V-11"With 274-++
(6/121- TRUSS VEM8ER FORCES (CON 13
to 2 ' - 0" with 2x6++
(4/12) T 1 -2660 d 1 ?7 13 lel 1 -598 W 4 -306
to l'-7" with 2:it6++
(5112) T 2 -2451 8 2 41 W .2 817 W 5 -2467
(B)
to P-3" with 2x6�+
�17
(611.1) T 3 -2202 5 3 2Z88 W 3 489 W 6 -233
T 4 -0
4�3
R -0_8x3, T-31
N___,
62"S
R-4.,Ox6, T-46 I W -T. V%--- -
greater tha
.1-srub B
- I
to L/4-8"
THUSWALCON ECT0RSfR5.iiv..c1,.1. 0ii1y20d%8q. DlGffS 4NEXCATE SWE OF PLAIE IN 9NCHES. TRUS AM
FlLFWO_- ST - 36 4 42* (4/3) -L"� 20 i-Uw1.1 by P,.%- -M 0 i -4h pw �,q i., A7*. 41' " T-!4 we puKld 6-0 Pivhae.1 W.25"a C H -le- i- 1UNDER:
ooc: 111120/79 St,b A -C SPF n SnW tv�ed by preez -R-1 to leempe, sit vl. to Teeti, we wxhcd Kopw A.". at 25* g 15- cc Holes 4rf M Um t. uxmid v,,,ve Hem.F- is speo-w I
I I rqf� Pi". foideriled by prithi -RNI it a Ice" A,50W twv�ro, �M every V -W �-Df i"M " h0ft onvired 11S.ft. 'G vw4ati,. 18 9. stock lad AN OU,1, .0 20 gl SYST'ELIS
RZF.: S-15-76 DES BY� JN CK. BY. fFec.�,c�*xh_—_1_jc8o AR,1601"RRP1469 asignode CCMVany
..... . . . . .
3 wpm=
Lwaimmad U7
2 .... .. if,- C
SPACED 24'40'-�'L-
GACE 2.3 #2 HB"M OR AS HU= CAI
2*4 FANDAM 4
32 OL PS
Ai
--f WF9 J'Ell"Eps:— ;4.. 10.& P -SF di
zn !L - LL#OL, 011 461F v . ,
e OL f)"
1=14 31AI
2.6 P F
4
--wv'�Z 1, X TOTAL DESTGWILO
TAPEPP
Z- 15 PSIF CEILIkG REDUCTIOP;
POINT SPLICE (Tal!
OFF PXNEL AtIAL STRESS ONLY
pa.014.,5.144- 'Tn 36" 6" CREASE 29
LnAu ptjRA7jON IAI t
PEAK JOIftT DETAlL, MAXIM110 T4USS S-EPHERIFORCEs REACTION= 03?,�
TO 34
R'A U
2 JXfi O.T46 3Ai* '4-01 4 aq2g' —604 9� 2 604
4.0, 4 —3097 ft t
2xb R4.OX4.5-,T4b 3 It # - %
T 2 --2665
2Y-4- 34t go ?.a 4.0, a PAP -EL PlilltT' SPLICF (TJ2)
pa.Iqlb.,Lt�T56 Tn IV
2194 P9i.aX4,5+,T54TO 3,4t, q,
(i 0
Ar 40 SPLICE 36, 4�4
TZ
TJ2
5— MIN(Spl.) 'r,
equal
U 15=
7070
................. . ...... . .. -------
CHORD it
3 EOUAL PANELS BOTTOM
% SPANIC301
n 41G-
PAkEL POINT SPLICE ("J21 q2.419�.a 70 364 2,A q . 0 TO 36' A
239 R4-ftX7'-5- r5f. TdL 3h'� -Q?.AX7.5 TO 32' 9' V142YI-5 TO 3a" Do W
2X4, R4.816.00756, TO 10' 0-* 4?�.41b.0 TO p4l 1%1 R2,.41'q.(l TO ?7' 3'
a4.,0A6.0:,T54 TO 24- U` R 4 X 4 To pU, 21 P2.4X7.5 TO 241 1:
LO SPLICE 70 191 7'
4 1. rf 3W
T2_514 do
TO 2a' 0' iCE-PTtuE-FlR
2 OOIJG-1- LR SpQL To 36, 80
TO 56- A* 147 w(U."
-q cm
-4.16 14# 5
T2 Sid TO'31' 0 3� , --- *,- ft 0 . -
n
TM:?P, -t,,
TO 23 ft �o
5
1 5 To 1611 go To Pill
2. /4
7�-
-4 MNE; r
aqlPiT SPLICE 02)
OFF P'Al-EL
. . . 4 , ;
Z.5/4.7n 3he it
,tt�
TZ 5/4 TO 3
Abat
=MATS UM OF RAW
Sabwcl_pmw_Wg-
gw
4zo- .04) ��44P
Bit wo-lir as$
31,17
Q!,!
TOR LUM3ER REQUIRE!
T - 4f, - 4 - 4,* 0
T - 48 - 5 - 42" (f
I - 4a - 6 - 42* 0
GENERAL NOTES. (unless olherwise spLcifi2dl
1, Insianation is entirely the Tesponsjb�lityof the respective contr-42or--
I AN -bracing. temporary and permanent- foresssl laterallorces lo be
9D JOINT DETAILS 140T SHOWN SEE: designed -and provided byothers. nvt nme
1 Desigm assumes, -dry cond4t*rf� ofuse in noncorrosrre e ro
4 Design assurneslateral bracing at 3ocioP.chord.'12'oc-&on6m, chwd�
5. Desqn-aswmes full bearing at supports, Shim or wecj§e d roe�-
20 betweerisuppilfts.
7- Adecriale.drainage is assumed.
6� Camber truss l0'Lf7
S. 1x3 continuous lateral Wacingrequiledwhere shown.-'
—.— - i --t h-- nrnmentled where 3h6*v%.'
LL-tDL ON rOOF = 5e.0
Stub A OL UN CEILING = In -D ;P5F
71
42.0 P -13F
1:04" (4112) TOTAL DESIGN 1"Al) WALL3
to v, 5 pSF CEILT74G REMICTION TiKErjf5/81nRY
am
L-, 7D770 .1 to Ir, (6/12)
INCRE-15E, 1.15
LOAD D11RA1100
ACT 'r
L E -r I RE j'GM = 1176 R1 ijr RFACTION 177h
CCOU 13
7RI)S5 YETIAER FORCES
2 K 4 1
T 1 45 8
S; 2 3485 -9 615 tv 5 �111119
3495 M 3 -100q 11 h't 5
T 3 -279A 9 3
R-4YU2, T`412- T
yptcal -4013
F.-O.Bx3, T-32 t, T 5
T 6
R -5.6x12 7-717,
LEFT 8;;t,;G AREA QEQ'!,� (,.3014F/ 13,.DII)F SOO
a,.G1DF
Stub 3 - RIGHT BRNG IREA qEV0 6 C114F
I to 11-3" with 2x4++ (4,/12) Stub 31
to 01-11"with ZX4++ (51121
t I o 01-9'* with 2x4++ (6/12) Spaced 24" o -,c.
to 11-10"virh 2x6++ (411a) tEFT REACTION = 1711 QIGHT qEACTJnN 'z I 7'Al
IRmSs UEPdER �PIVCLQ fCcit: 1)
ro 1-5" - --rith 2x6++ (SI12) 7 1 - U'4 X3 5 LE' '1 4? 37 1 t -602 5
12 to 11-i'l vith 2x6+ -t- (6112) T 2 -39-ij -B ? 3350 -1 2 631 w i J-6 3-7-6
4 to 6 T 3 -2't�!27 S 3 3221 j'j 3 4-1 j)0 q 'r 7
1 4 -2657 P 4 3 6 31 N 4 11 7A w J% -1 Q 5 F,
T 5 -3643 '9 -2,27
T 6 -0
R -4X9, T-410
:—�0.3x3, T-31
V
1 -44
AM
R-4.Ox6. T-46
g-reater thar
�tubC -at gm t
to
Stub C
MtGUS W04CAVE WE OF $11ATE:04 IKIIM
U Eq� p" its food tD0vV,i, Fe M*f
EMO. -'ST Sr�t � &� g u TR:
45 4 42* (614) LU 5
CAM
11/ZO/79 Stub� 'k -C SPF "S�m, -o wocat", Ill ip 'sIC0 L-4 AN W��% V* 20 P SMEMS
;tEF- S-15-78 DM. By; a �stqnwe cornpary
0 � -
041"
'38
6- bow pa" ftwo
=%a
23 1
ev, d Aft OWP-
WG
pA
... ....... .
C& As It=
OR SM QWME t!EU*P- W
P 3 F
WERJURM074,
w SPAW 10, A
U_,F()st- J3.
P Sr -
0
ri
G REDUCTION T A X E OP"
-PSF CETLTw
't Ly
PLICE TO AXIAL
OFF PVIEL, POI%T
ITRE
T 0' Jk*CLRE&SE.= 1.15
zxfi R4,01th O'T'M(' LOAD n x
5,yaji TO AV- 011
zx&
C?EAC.TIDN= 17.76'
EA48ER F012CES
0, As Be- T-1 46' -?o 4i.ximup TRUSS
PEAX J , VrDETKIL 2T4 RZ.4y4i
_3.5 4 .3 5 JZ.5�4 TO 16' to -1009
491 ISO 5 it T 1 4564 R 1 4349 %-1
246: R&,j4%6.6wT56 4 ?_� Ov� 9,0 44 .&a., 4 1 ZbLT
7 7 Ft 34A5
fi R C-6 r. US 30, PLA T 2 -4073
- [him . . 4, D# 41 -T SPLICE CTJ31
c'.6 OCTAb 41V V_ 35 . Ck . polh A's r as -2746
-z T -A& 4V Om- 5.0 4.04 4 2y6, P5.617.5,VS& ?,.
?r,4. an _# "?ML T(V: 9
AC 36' SJ 1-5 �9-01- 4:
l&T6.V,T5b: 46 Z PANEL POINT SPLICE CTJ21
21t R4
16, 'TO 4 IS It'
p1r, pa.,r!x4 , !;-.T`54Trt, 304, 0. 2Xb k,5,6XT 56 W no
Zxb 44.11Y6.0,T TO
-SPLICF
'r3'L 140
TO 48' A
X' - rj3L pp_ Arb.cf,.T; TO
TO Alz ri TO 361 A'
x k, 5 rT3 k 2X4 P 41 #;,x
A R:_L. 4 XA�. 5�,T2 .514 TO 3 30, 01
1.5" MIN(SPL) 2T4 R 4 0 X 4 . 5 T 5 41.�
No SPLICE
72 X 3 O. -TV I �5, . . ........
TJZ Rf.6x3.0,Tll TO -36' 8'
TO 24' no
soon
4 V4
7*1
ewc; pLwe
7f
70f
r
LFL9SZ FR A lzrA w PANELS go-ITCOA CHORD f1jw e
spMT0 cla-11
onur.—IR f -
TO' .411' a
PAKFL Palf.T VMPE (RJV.L� TO 490 11 Ql.invios
ppjEt. poTwr r44.P%xj,05,T5lQ, TO CS' no 0:
SPLICE (&J31
TnL
q3.Zl 105
TO TO 42.' i)' 3 Mcs
,r*,5,T5& I To Ifig' so T J,q .0 L To 34' bo
. 0 R4_ t 37'11-� R
R4- at :5 TO 3
firl SPLICE qz.4%9.O To 13, 70, R3.2%7.5 2blill,
lity 5,7;t.,5141 TM Abx am
-PINE-FIR
XT.5rT,38_ -fd' TO
Q3 .30" V" SPRUCE
DOUG -FIR
- - - - r
R3, 2]r7.sr,Tz.v&, TO-zat taiwazzu) j 4 Lt
T a 0
14,
itz 817.5. -,Tt
--T,2.5/n TO 86 QN,3.ZXIQ5
V rwicT
T310
V '33.
j_ 2 lta
T SPLICE .7
mom
4'�_ J�.
A�
LUn5ER 3FECIFICATION3 mf:mSEK FORCES FRM LEFT TO RIGHT'
To? cHopm sorTOM CHM REBS, - REACTIONS
TOP CHORD 2X6 T I—IS-673 8 I= ISS63 W I= 3e-37 A 4= -6t8Z REACTION a 8 V= S852
vZ OF -L T 2=-t3682 3.2= 18683 �W Zz -611Z 14 5= 3937 REACTION a B s_- 8652
T 3=-13681 B 3-- 18664 :R 3-- 8312 3 COMPLETE TRUSSES REQUIRE01'
SOT CHORD 2X8 T 4=-19573 3 4= IZ664 SEARING AREA REO'D ISO fN7 CONNECTION REDUIREMENTS -
BEARING c 'I 21-36tiFf I T -C- t8D NAILS STAGGERED AT 12- �0-C,
BERRING a 5 21 36m�, C,� 160 NAELS STAGGERED AT tb O -C -
w , ESS ZX4 srpsom OR STUD, OF -L Eslo 160 NAMS AT 12' O-C-1-TAROUG14OUT
*_UE3 .*3 [S US N2 DF -L GIRDER LOAUNG (CON 11
_t*OL ON TOP CHORD = 744 PLF
L __GR
PLATNIC, IS fOP R-5000 3EMES Z DF LL -OL 00. BOTTOft CHORD = 750-0 PLF CIO
TOTAL LOAD = 824�70 PLF
Zl' 0' C-CROF-1 TROSS SUPPORI"M VANS TO 37' Ir
ADDITIONAL LOADING
40TES UotATZ CHORD INTER-PRUEL SPLICES uNtFl TC YERr 74-01 7,�.OLU PLF FR 0-0 TO 21 -3' LQ
Rr US PANEL LF-4irTh -1- 5 INCMES- LNIF: BC VERT '750-01 O-OLU PL= fP 0-0 T!) 21-01 1! c__ No. C304
LOAD DURRrtON1 INCREASE 't -Is
MR 31
7b
r MIX_
F C
4' '7.2-
MUE ROTRiES 9U DEG.
5660
6
Tj
5615
5E150
Ll Li
2445a 2x8 2-4a
ED
POO -
3275 72120(S) 72t20 327S v
f-JUR V*,
5* -10 .87 do
2T--6-w9Z_nXERRLL 5P8N - z
Picl ORTE n �s TttE ;zEsr-4stsm- It at: aTilEar. '14 'IH97 THELOADS-JULIZEUDN IhIS CESDg MEE-7 "R E%CEEZ lVE,
RC%AL CERD 29Z TiF]]Sfll 37 T4E 573-'TIOJFE� PINS THE LIVE 1UP25 IMPOSED P! 74E _ZC;kL !.---ILCINr, CCZE !!R,,
R-5000 ulic 24-00 O.C.1 12/17/86 -:!RlrqL rLT—WC N2 FSFnN_� ILITI 71-5 AS-'U%r3 F01' 9121ENSIONAL ACCVPAC7� 'VERIFT qL�
T PAV!� 'U PrIT17%. -OR T61IR PLRIE'�; 1500104, RAE IPUSU�,L -�S. It. ZK za :,I�t7c ns sFrczFIt:)_
F"Mli 14TIZ-4. -
r4iPl* i!"MPt4 4T'� 114f CZUTAIJI. rli'NUAL- ZF THE I-tuss.p,R*F ITO!: ANS; -�iE
!Pt7lC"t* f—W --- NOT q -k 1PICALLI 3E57i4fFlTZC ARE ' .0 ZE i44-:r_ll Zl*l3CG- - !:F%alEs,
U M �, !*!'I� - Of UDIVICIIAL I%M-u 'lE:!5U;5 � S PaLM2
vEzlc�f; IfiE TV tilhil BE 4WIttri SLY fiRAUS 3' ANLESS 01�4E,61SE S-MI'M. UffE;ZE
" It.- _00!Tan t��iUKD� 17 5J-H_t SE EffICED RT INTE-YALb _,_XCEr__WN_=
-AJTlnkE0 10 Ssit� Dvltt :�Esqpolhr� 'E�FBRRRI EREZ1:1,;
RN RDVTRU-S -DES I GN TR A L I -U I '�*- - -L MG U001
-Piioll � or . 3 ml FREfErt 1PPPLItt- �f4i illttf- PUER 10 RACI, 1
FIELD
—'iJ PE ;,r, t� ;OLFO� �.OMU�-Mfl MIT ZXIS' 1,4NcEfit6#* fNDf'Efi, TERC.1ift.
�RLN ;;hO TKE CA3�nS ��F TAE -;t35'- Trt PRE';=K,: L'IrROVEA
SYS I _,4, z
FILE- 0-2t)M-4-42 REF- E WS, -,W SE. I'al �_-- �LAUD 11. AV4 INVIROUmENT INAT 4ILL C4: -Z 70Z -.01SURt t��TZNI
A-83388 T,4iJS=L STSTEna CORPORRY10.4 r 3�1_NODE rurFpNT V UmbElt. qten �FZJ ffEl-_RnP4ED '51
fnr5lbIL!lT 0- 'R -urL-
Uf tl,7Eq!t-f1 94 is ;10510E I. I �i� �AESF_- rl. R il U�
531 1. CNUXILLOR UZUE 13963�1 .2z. .1ja
0
. m
'41
SPECIES POR 74M
MUM C SPANS AS
"Wo BELOO., F. swr bo W.6bollbolud W a
Clvr
Is.50 F I A 5 12
OF m RAOf 1:,-::o �Fj S �HF IN F '�d* F 2100 q F Wam
" & AM boom mw�
SUE 13 of A.M.00
F
;-t. c = ,a~aaa� aim" a S. Ir w somm�m
4
7. Aamm"m dmommom
@env.&
1111- ell 0 b4�AV.NWW IMMOL.
TOP CHOF*
21 119,- 3- 1?4' o- pe- a bla, � I
OOTTOU CHD. 21 4� 1�& Low aft'd M Id
WIADE HEIA-M Z3 #2 mB"A On AS NOTED ON DESK)m C).C:
WEZ MEMSEM SPAN TU M 3"w -SPACED 24.0
4.0:12 PITCH 412 CONFIGURATlOkk
GRADE HE04-FIR 'FOR NEPRERS
Ab�D OR ST110
214 s rANO LL40L ON ROOF JZsO PSF
NOT REQUI,4ED FnR SPAN 42124' 0' DL Ou CEILING 10.0, PSF *
LOAD, 42.0 P3F *
TOTAL DESIGN
-OFF PANEL POINT SPLICE (TZI PSF CErLrNG REDUCTION TAKEN#
TO 24' Q* AXIAL 3TRESS ONLY
INCREASE �Z 1.15
LOAD DURATION
PEAK JOINT DETAIL A' .5,T2.3/4 TO 24#',0' *AAxI4UA TkIJ33 ME*44E!! FIRCES REACTIONz 863
2rc R2..414
RA.0x4.5.T46 29L" 0' 1.5 4.0, 4
T 1 -1936 8 1 1831 1 _51ts 1% 2 508
2X4 R,3.2%4.5,T34 24t 0* 1.5 3. 3 PANEL POINT SPLICF CTJ2) T 2 -13ST
2X6 RQ.Axb.o,T56 TO 24' 0*
Er
2X4 R4.ox4.5+#`T54T0 24f 04
12
A' Nn SPLICE
Rj.6jc3.0,T3/I.5 In 2,,V 0'"
TJ2
1.5" oyi
Spil Tt
L/10=
MATCH T.C.
12
XL3m
7D70 �maw IL
V4
2. EOUAL.FiANELS WTTOM CHORD
TO 24- -L-1
G - F I R SPQtJCF-PINE-�FIR
PANEL POINT SPLrCE IBJZJ� TO 24* 0" va.417's To, 2af .01
ZX4 RQ.SX6.�07TSh TO 24t O'CVQZ;�X41
R,2, ct 4'. s To 20, 91 P2.4xb.o TO 2ol 11 a,
R2,4jrll.2.5 TO '15' A'
NO SPLICE
X4)
2X4 To 24' 01V42-2
not#G-�F IR
,y - PlkE,-F 7 R
. lt�ll 1. 1 � , - 'o.
T2.5/6 TO Zil' 0* T36 2,41L, _wmm IL
. 1, 1.92301101
TO
T2.5/4 51 1. gqg r4 --
t J� -i4 -151 3'
OFF PANEL POINT SPLICE THI) I
2X4 Q2.4xfi.6.T34 TO 24'- Q*_
C4nW*w
TPIAWAL ComewTom I fq"%T".t g—s oorr 20 4rd is 9. Wgml 4WD-WA.^W OM" NOWATI
W -0 Lowl"d Xzr uwmft ow twat wt—rufts opa"Wea-motpown
_M9ftmPwmbL,,lr%x4l_w T ` ft*pwhmm w "" a"m
42;
T -24-4 !PF lbdd Vacaad"I'a""
WFWIM-wl:vo wom pw 80L..Tww�ftq� Tom mop. -Ad —4
cam- -mm&
3/17179 -4 pmft MCI: Ul awe" ft4lawaslum "d Done
'bow amir'sula. No L�.&Q Nwiev d ww"m
,;z Ma orf-. msok ow
17
41,
; v"
777:
........ .... '7m
H'I
"t"'Y
A14-
ij "C', 'X�
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