Loading...
434 NE 102 St (13)Phone PLaza 1 -9973 Daniel Schmidt, Pres. T omorrow's House Today 8000 N. E. Bayshore Ct. Miami 38, Florida Zoning & Planning Commission, Miami Shores Village, Miami Shores, Florida. Gentlemen: HOUSE CHARMING INC. In Re: W 10' of Lot 7 and all of Lot 8, Block 91, of Miami Shores, Section Four. This is to certify that Mr. Frank Shuflin offered to sell me the above described lot before he sold it to Mr. Daniel Schmidt. I have no desire to purchase said lot. I am the property -owner on the westerly side of this lot and Mr. Shuflin is the property -owner on the easterly side. Respectfully yo rs, • Mrs. J. N. Kimball 426 N. E. 102nd St. Miami Shores, Fla. Witnesses: 6' C / Nov. 10, 1962 f3ED ROOM FAMILY ROOiA / r="4/ DINING ROOM a",s /5-3 772 4 le"' /4"( MAGE /Wvci 5c3,4 •6•1 5 /a r " h c.? •,<" C /L7 y / CY') I. a Leve/ ?. A . r /0" - •"o y e. r r 6•''. 3 5 0 / 7 5 5 yr' • j3€0m4 LIVING R00:v Dv A/' E.7' A / /6 - M .0 DATF 4,:krft:TritrX)e.:11:17,r•27/47.774r.ts, 77.:-..Y.AlrtpernrAt AIR CONDILON:NG FOR ■ - SCALE O A AIR CONOHIONINU CORP. 475 LA 6.40.3-4 1J Al/ A /14 / 7 / 0 7c) ()RAO, N BY 01\ • s / 76 TH,S R; , \ , \C I:- LOT MOUIFICATION N ACL FWANCE VvITH ST kUOTUR OTHER REQUIREMEN rs. Z1.-*"."/MovrAt•wr.glorwecen l o w ( .34 4" . kt+s r, .CReev Pagc - NeW Caei. :1- v,g ro • T. l D HJ t Ar,$ 0 * r24 P1U rII : e ( TJ 4 rot _ �fa c��W' x rE- 44L h$ ; WPdh : N cw 000tz gun 7//W3 0.4-y • } s 4 Sr ,# ,, Y �. T Ti ' , r i ` 4*- -; ,,t i v 1Y J e4 • / " 1 . . 'fi r /0' = .1, C` /,?a . f' / 0T5 .1.141 tWi ; 49% 5 / C r (,) .C6z _ c 1 Of() ry EX/4 r, Res/ v t/JJ � W41. it sr,!vov+� -t -/i;v ct ►U,a. 2 %' `>( t)CC G 1 ' • . in A- 41 t • .. C7in ))�� -� � % S (ct;i - s? -L1 t4 , 1.l VA- r7 Ord . 4"F1)( :1, i S O. 6R 4 x - 4W' atop., •• aubje•( (O r1011:o,• • x111~find, plumbing, . hi ?�, teftrlc3l an =.orrs Village. ti «�,sladgg c frhe A rchit.�t;t anti huit'cl,,r AEI buihjin t�. •,RCifi� ally indicated �, rY;{tj! „tiatls �w} �- `•R.r 3red herein All ��i)!jlll:t2 /'i:tilfr�y;•CBti it�;i. {, arc l I.) fore ilia t Pe ctio Wiring is at�r! rca.Jf /1 Q uiali: 6 3/( l PERU _ J I ; ; VJ w , . , <!... _ • t .1 ��� <� of !- TS, .? 1,1 N C C.). iteil 0 '�c. i - 4 11..r I 1 • 1 1 • , . `e? • , • .; V • r •••••-rt. .21 ••• • c-; „ 77 .7. .7 7 7 7 77 Z • Z ' r.7 • '1 "": Z "' - _ ", • •" 7 • . T er. 4 ...r - -. - --- --s --- „,; :0 i ,-...1 1 it ',•0 40i ' 1 -- *.... . g.t • i ■ ..: t i i . . i ' IA , Si . i'-', .. i c 't ”' :-* , • f • i liyaiPr•-•"-,.. ■ 1 — - , - . i_ .1-.". ' .4 , •\ • -. *- ' . .. _ . . . . — „... TLi .., ..._ . ,.... . i --.- : ,.. ,..;,--.4 ---- -- .----.-.- . _ . ,.. .. . ,..... , ,, e ., „„ . .,.. 4 ,. .,...... ,---,-- ,, --,,,,---,,-.,. i-'9 ' . '-:•. ,-", — 7 . 1 , ....:- . .■,' , .'. ").? '.. -;x, • ,,,...;;;, -.717; ... '-.','- - I ; , , -, ;;,--.-., -.,,,;,..,;-..,...; 3 • • L.- \/ A r o • s L ),11 a m X-0-1-Wevi c#i/ • . `•-• ! • rrirr -'- „'' { -47 - • '. .`,‘' ---..----- : ..: •'' :i.':.• - _ - :.:.:_ ,,....,z,_ v .......„......... . Nitt l ' 1. EZ .. , is --- i -- - 4 - i • ' . • f _ .7 . ... t `-- 1 . 1 ' 1 -,. 1 I 1fr 1 ' ) 1 . 4 ,1446,9 = . • 1 • „ t() • • 7 ,s. 3 L- A Is or) — s Ctt\ : . L.- )- pita, . • : , t- ' 1 j 1 1 i i 1' . sA v ; ,ki....,,, ' i i 1 • • 10 LL Ac1tr f 1-*" — ----- Cr R 'R - r . A 1 C • I 1• it ' 1 1 1 1; TRUSS SYMMETRICALA OUT - EXCEPr FOR BOTTOM C1402D SPLICE (ONE PE MITTE0) CAMBER BOTTUM CHORD m` LOADING DIAGRAM NO SCALE MAX. SPAN 28' -S" a" MAX. SPAN 24'- 8 " 411 t ICI .I SPLICE LiNE� L/4 7'- 2" 3'2 , 1' -h" MIN. �+ 3' -0" MA. JOINT V MAX. SPAN 27-0" 8" MAX. SPAN 28 - 8" ALTERNATE BOTTOM CHORD SPLICE r @JOINT "A" O " FOQCE DIAGRAM 1" = 2O Lx 28' -0" CLEAR SPAN 2,4 OUT TO OUT OF BEARING t HALF ELEVATION OF TRUSS 2 1' -0" 7 -2" NOTE! ALL LUMBER i '5OO "P" 10. L.F. 01 A0 'NESTERN- EMLOCK < DOUGLAS FIR OR NO,I SOUTHERN PINE. 12 2 X4 3 LOADS: 9' - OMIT WEDGE FOR. 2e;-8" SPAN LOWER 2.4 WEDGE TOP C} -IORD DL.$LL. 45 PS.E BOTTOM CHORD O L, 10 RS•F TOTAL LOAD 55 PG.F. D.G. DWG krt� TOE NAIL °er TRUOOES SPACE° 2-0" O.C• MAX. It 10 9" 4" R¢ v, sQd /9/2/G3 MAX. SPAN 28' -B" V MAX. SPAN 20-4' I" MAX. SPAN 24 -0" 12 MAX. SPAN 21 -6" SENERAE NOTES LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION. CONNECTION PLATES: ARE 'RONEL BARBCRiP 1000 SERIES" 20 GAGE GALVANIZED STEEL AS MANUFACTURED BY 'RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD 145 PER PLUG. DESIGN: ALLORABLE WORKING STRESSES HAVE BEEN INCREASED 3910 FOR SNORT TIME LOADING CONDITIONS. NAILS: ARE 1A' E 11 GAGE 'SCOTCH" NAIL OR EQUAL INdIL ,QEQ'D FOR Ea, 65Q'✓GREINCNOFrddREA RONEL barbprip SYSTEM SPAN PITCH 29 3,12 APPROVED FOR RONEL CORP. RONEL CORPORATION 1255 BURLINGTON STREET OPA.LOCKA, FLORIDA 28'-8" TRUSS TYPE STRENGTH ECONOMY QUALITY DESIGNED CHECKED J. AF SCALE CAT! SHOW - 2B - o 1( 3T6 SHEET_ Of MAX. L LAST VALLEY TRUSS 8 =0' VT -4 12'0" VT -8 /V-0' VT -/2 20'0" VT- /6 24'0" VT - 28'' -0" VT- 24 32=0" VT 28 3G'O" VT -32 40 VT -36 JOINT A I _ X T' VT-4 © v -"y' 4' -O" 3' 6" 20 VT 20 vT -12 01 vT -I� N LAST VALLEY TRUSS o'_ O `J 28'- O" VT- 22 STANDARD T 02 GIRDER 1 } L TYPICAL VALLEY TQUSS LAYOUT 6CALE.4'_I' -O" JOINT B SCALE. 12 ".1' -O" 1 TV? SECT © TYP SECT - 2x4 TYPICAL SECTION 3 "= / - O" 2Y4 CUT TOP T C i OR HALF OF l== JOINT D SCALE: VT - 32 yr - -3G _SUGGESTED BOTTOM CHORD LUMBER 0 4' 6" S 24'0" CO © TJ 22:12 CUT OP GENERAL NOTES CUT TOP TCH 21 I2 JOINT C - 1 C-2 SCALE: 1 ' I' -O" c-I 3 "x 4" R. C -2 Tx 5' R. VT - 24 D_O" 5=0" 5 =0„ 2'0" 5:G" 5=G" ?222 WEB i'OEMd. zx3 O/2 2X6 T✓f? - - 7� 1— `J 2 "4 VT- 32'0 "x`36' 0" LUMBER :ALI LuMSER TORE 2x4(uNLESS OTHERWISE SHOWN) 1200 " }' ". GRADE DOUGLAS FIR OR WESTERN HEMLOCK 02 No. SOUTHER!' CONNECTION PLATES: ARE RONEL BARBGR P no SLRIEs` 20 ;ALIE CALVAIOED 9TEEL AS MANIFACTUBT B "RUNFL CCR ?ORATION -" PLATES 10 BE INSTALLED IN BOTH r0 OF 1R•SS JOINTS, CONNECTIONS: SAFE WORKING (c 110' I PLUG DESIGN: ALLO'N1BLF 'MORNING STRESSES 80(09110 +CREASED — FOR 56081 1NMF :.9ADi85 CONDITIONS. *WAILS: ("RE I." x II SAGE "SCOTCH" NAIL CR FOCAL. r v� r l i X 5 %/0 /903 `GI N01 E 2 A2 a USE T1 . /ALLEY SET ALSO FOR 34 32 TO (2 P( TCF F$. SPAN RONEL bar4gr rp SYSTEM To 34' -0" 2 v RONEL CORPORATION x000 OFA- LOCKA, FLCRICA ". 1255 AL'RLINOTON STREET PITCH 1 TYPE - �7 _1 F VALLEY TRUSS SERIES AFP CVED FOR P.ONEL CORP. `IG � TI 7 FLA STRENGTH ECONGMY QUALITY DESIGN I:ECKED JB �a SCALE CATE -1 - 0 ' 8/1/62 DRAA ILO NO. 10 099 SHEET OF__ iMBER -- jar Lt. LOADS GILDER LOADS = 903.75 P. L.F. SYMMETRICAL ABOUT t EXCEPT FOR BOTTOM CHORD SPLICE (ONE PERMITTED) 'TYP I /2" 0 BOLTS � (INSTALLED Iii SHOP) 1 1 . T (> ALL WEB MEMBERS NO.2 SOU THE RA PINE �1 OR 1 20 }' DOUGLAS FIR,, , :3" _ OR WESTERN FIEMLOc: q 1 ' --2x2 BLOCK • T'! ;a I 8 I G 44 \ ( VE NAILS ;_R SPL ICE LINE ((,J eJ I .J3 "d ILL AY PL A 1 PL ATE 13,200 32 300 45:(5 1 i 301 1 } 44,820 T w 4 4p 20 444/320 i-6,6 27 d c a e11 , I it s _�;3 0 . / �_ .. 2r,4 "_ LOADING DIAGRAM 12 �.� ;� 22 45 +4 4,€320 6,627 at N0.1 SOUTHERN PINE OR DENSE CONSTRUCTION �t3P DOUGLAS F. ALIF—_ N!�I"E 8o c;_{U 3 CARRYING 3 '-8' - TRUSSES %Il =1 CLcAR SPAN 2x8 NO.1 SUU 1"HERN PINE OR DENSE CONS fRUCTIOIN JBIP DOUGLAS FIR. HALF ELEVATION OF 30 GIRDER 4 30 -0' OUT TO OU r OF SEARING PL ATE X31 :3`.i --'-- SPLICE LINE THREE TRUSSES BOLTED TOGETHER WITH 1/2' m BOLTS AS SHOWN ON ELEVATION. STAGGER BOTTOM CHORD SPLICE WHEN BOLTING TRUSSES TOGETHER. REFER TO TABULATION ABOVE FOR OTHER SPANS OF GIRDER a TRUSSES TO 1E CARRIED. NOTE: IN LIEU OF BOLTS NAIL TRUSSES TOGETHER WITH 16 d NAILS FOR TWO TRUSSES a 40dNAILS FOR THREE TRUSSES I'-6 "1'0.C. R , M 7:(15 OVERLAY PLATE IDO LS PE; -`rte rr General Notes YjTa�rTT)e : i i,a��.. man lumber g.,:adas s r 3 :,LA., n on ?1ev._it ton. ��«nn l.tion •�1 3t:: :bra 1 BA.;tE i tI i ' 1000 SER1ZS 20 Gage, galvanized steel (unless otherwise shown) as manu- factured by :ERONBb COAPORATION Plates to be installed on both faces of truss. Connections Otis: Safe working load equal 140# per plug. Oe -: Allowable working stresses have been increased 33% for short time loading conditions. Nally To be 11" 11 Gage "Scotch" nail or equal. SP AN r l wll RONEI barbgrip SYSTEM RONEL CORPORATION 1255 BURLINGTON 5TREET OPA- LOCKA, FLORIDA PITCH TYPE N 2 . 12 1 t.P 1 STRENGTH ECONOMY QUALITY 000 APPROVED FOR RC •+EL COQ. 3G- - $�` GIRDER' TO BE S SPAN + + rT` IRO 2 (3 R F J 30"`' 10 -6E I 10 2_9 4'' 10'4' r� -0 I�.=iO � �3 -E1 36-0 26'6`T- -- 10-10 73 4r IITh1' 2 4,pr- 36 8 e $3� 1 1L4' 2 4 -s 37rg ' 27 -4 E II-4 4 2 4' -!0 :83- T .T... � .. r 27301 I L 231 -oil 381 -4i 1—.14-441- 1 r ; � " 11.3 2 3rd 3`�-O I2' -OLri 231.:3" 3O' O6>' 212 To 12 G OEr� LENGTH (t� , 'APE Of CS TRUSSES CARRIED 2431 3 4 , B' x 2 37 <y' 3 3 1 - 4" DESIGNED CHECKED J.I3• M.S..J. SCALE LATE 6 -11-32 DkA'NI IG HO. 10080 1 Vari es ROOF LAY01_,'T 1!c4 2 12 34!. 0" ALTERNATE ourRi;GE R WITH 2.4 TOPCHORD 1.1 _ I NIP 7.QU' N. 2 11 1,7P rre,_;,-; N, '-R-: NIP GIRDE DWG '/O070 FOR O0 OR UNDER .:/.5E DWG • /0005) .5 2 7 5-108 ,• , ouTRLGGEN 5 / 12 /0( i.;./.1? '73" 2.4 .4 \ '10 5 4 ALTER1 0 Agri, 2.4rop chfoRt) _ s if 0- 1-11P 0 2 1 T LOMO£ ALL 2.4 OUTRIGGER LUMEER TO OE /200r INDUSTRIAL GRADE DOUGLAS FIR CA WESTERN HEMLOCK OR l'Yo 2 SOUTI,ERN DINE (UNLESS Orei(RwrsE SHOWN). du 2.6 ourat roEtsrAncARD4P DOUGLAS f/4 04 WESTERN bit OR M 230G r7 PINS (UNLESS orNFRtvissoHowN) coNNEcroRs: 430TT0M C 1040 Or OU TRIGGE as TO HAVE CONNECTORS CAPABLE OF TRANS , Li/T7J4e- - i_Th.E 1 i FOLLOWING L OA PS L0405 HIP 04/TRIGGER 222c.#. L3OrTON c.NORO rOp CHOP° 01 ? 4 P F F 10 PSI' OUTRIGGER 17, 13o' OUTR/GGER "A" W.5 OUT RIGG ER * C" 440 OUTRIGGER ' .550 TOTAL 'MUSS 1040 OUTRI 220' OUTRIGGER F II 0* TYPICAL FOR °UT nt 1 7E37 t; 12; k -t cu .F,„! 2.4 '.+— / 10 cpurRc:ER 9 0 " • COi15TRUCri Gt./ P DOUGLAS Fzq OR wESTERN HEmLoctr 04 No I SOUTHERN P/NE 1500?INDUSTRIAL L GRACE DOUGLAS FIR OR WESTERN IYEMLOCA OR ,o/NE 42 OUTR/GC.A.R Socile 0UTR1G NOTES GENERAL NOTES APPROVED FOR RONEL CORP. RONEL fiarbp4 SYSTEM PITCH 2 /2 LUMBER MINIMUM LUMBER OR4DES ARE AS St/OWN ON THE ELEVATIONS. 12 CONNECTION PLATES APE RONEL BAREIIRLP /000 SERIES * 20 GAGE GALVANIZED STEEL (UNLESS orr SilOw1Y) MANUFACTURED BY lit ONEL COP.PORATIatY. PLATES TO 3E INSTALLED ON EfOTII"ACES Dtti..34; CONNECTIONS s : SAFE WORKING LOAET PER PLCza 0E5P ALLOWABLE STRESSES I BEEN. CREAsEo 33%.ir01-? swoRr riere (0A01Ni3 COhDi770N.5 NAILS : ro EE 1 I/ GAGE ',5CQICIrNALL OR ErkIALL , ALTERNATE DESIGN DATA TOTAL LOADING 41 PS' NO ALLOWAr3LE .5TRESS INCREASE '2; - cts RONEL CORPORATION / 1253 BURLINGTON STREET OPA-LOCKA, FLORIDA 34 2.12-HIP SERIES ROOF LAYOUT oureiGGeRs TYPE NO. Na 7174 STAll Of f us, v A - STRENGTH ECONOMY QUALITY SHEET__!_ Ote- 2 NA/ L5 PER 4 NA/L5 PER F2 2,. 0 - 4 hi L;5 PER 6;/`4 Veto/YE/Ls PER <E SPLICE LINE Clyt"6ER Eorro1 CHOPO 1 2 2 CENTEFz - � *L OADS 7 NAILS PER 12 M/DSPAN 2 o' ALL WEB MEMBERS ,200/ /ND• GRADE DOUGLAS FIR, OR WESTERN HEMLOCK OR /` /0 2 SOUTHERN P /NE 44- 50770M CI 349 PLF 7N4 /L3 PER Q.. `g 50o 4 -213 _216 t 2 c.t g • 7 � i + I:o ♦ 21 +1900 ▪ ♦216a� N 4 3'- o a' - 0" f 13 NAIL-5 PER 12 O " 34 =0" OUT TO OUT OF BEARING l2 12 -- ---J2i Y Vo- /950 tO a- 0 . =� II 219l, M 19o,,,,s � �2 1 S. ▪ +21500 v 9 - d - 21 R0 a , o „ 4 - o 1 3e- 4' LOADING DIAGRAM SC4CE 3 3 .4" MAX CLEAR SPAN 7 7' r- 6 NAILS PER Q 3 . o „ HALF ELEVATION OF HIP GIRDER SCALE O" 3' 4 NAILS PER /t S- 6 -7 ALTERNATE DES /ON DA T G LO.401 NG 6rP5F NO AL IOWA/3LE : T;<E.':5 /Na7Ed5E 5On OR CHORD ('O ° +I). 4L 259h PL Top, Bor TOM' C4ORD5 CONSTRUCT /ON J,' P GRADE DOUGL F/R OR wE5TERN HEMLOCK, OR 0 / 5OUrh'ERN PINE. 12 7 =8" FORCE DIAGRAM ScoT�: /': 3POO 0 /2 NAILS PERT b - 9 h i 2.6 5CA3- 2.6 "LONG N4 /LED ON ONE FACE OF TRUSS WITH /l ltd N4 /L5 d:i SHOWN FORGENER4L NOTES SEE DWG. s /0069 RONEL CORPORATION P r- 1255 BURLINGTON STREET OPA-LOCKA, FLORIDA RONEL 6arbgrip SYSTEM STRENGTH ECONOMY QUALITY 34 -0; 22:/2 HIP SER /ES HlP GIRDER SPAN 34 APPROVED FOR RONEL CORP. PITCH 22'/2 TYPE NO. STATE OF FLA, DESIGNED R. R P SCALE d 5 SNOW -Y CHECKED DATE G.26.62 DRAWING NO. 1 00 70 SHEET 2 Of 3 �k N ._5PL /CEL //YE CAMBER 3OTTo M CHORD / 2� 4% o" L M/ CMMeLReorroM cHORO T Z ° 4 M/DSPAN +Togo° N +Togo M 6 -2" 7- 2' 33 =4' MAX. CLEAR SPAN 34-0" OUT TO OUT OF L3EAR/NG A' RALF ELEVATION OF HIP TRUSS ' 2 5C4LE: /t /2O" t t 3" • SPLICELiNE,-- 1.0" /4(N. 40" 3 0" MAX. G'- 2' 33= " MAX. CLEAR SPAN 34 -o" OUT TO OUT OFEsEAr1N /2 HALF ELEVATION OF HIP 7 RUS: t l 5C4LE n 12 \] 2 2 c 19 546o 558° SSA „ ` h { J . � --- � =zs 0 4 , l6� 7 5 �� +5460 II +70Q,..)* c +7o9.4 K J h 33 L OAL4 D /QGRA'1 i = l -U CONS TRUCT /.:N ✓f DOU;LASf%R c W ,'& /? rrE1'L�._.� JTi IYo / SOUTHERN 4 \ T' - 12 aOT T ,5T /; GRD ,MLivBERS 120 : f 1 r 2 Of2,! "E DOU 5/ .L' ,: Il OR v%. ' A!, L / /.M.'GG OR No. ? 50UP1/ :.N V1'77_ CONSTRUCT /.:N PDOUGLA5 Fti OR WI _S LK:'-.'f: EML O",k OR No. / 50 U rH F, ' 5 2.4 00T OM CHORD 1 JWEH ,NLMHL/1:> /200 r/ Gk.' -'.DE DOL.;L..'.. 11 /! OR WFSTE /a.v No 2 5007 /l R 2 4 -5 l 2 , 2} MAX SPAN 3¢ -0" Y 1 ° ". .,31 MAX, :PAN 26'8' ' FORCE DI4Gl1M - -- - = SCALE: I" 1, Oo 1 . 2 . 1 , / " m b 2'" MAX.5PAN 34=o" r 2'" ,MAX sr4N 3/'8" 3" MAX-SPAN 28' -3" NOTE. FOR GENERAL_ NOrE5 REFE,'z To si/ // T /Rt Urv.; d /0069 c s - 41 01 4 0 0 -4 S'0 0 ns II 46818 t9 +G818* i 449o0 N +6818* n m d L N K = 4 _ 7' 6" + 7=2" 4- 0 " t 7' 2 33 4" LOADING DIAGRAM SCALE'%,}./ =0' ? — 7' 6" FORCE D/4GQ4M SCALE: l= 4000"` LOADS Lr TOP CHORD D L. ' L.L. 45 PSF BOTTOM CHORD L7L /O P5F TOTAL TRUSS LOAD J P5F TRU5SE5 SPACED 2=0" 0 C MAX/A NI * A LTERN,A7E DESIGN DATA SPAN RONEL borbgrfp SYSTEM PITCH 340" 2z :/2 APPROVED FOR RONEL CORP. • TYPE et To rat. LOADING 41 PsF NO ALLOW4BLE 5TRE55 INCREA55 RONEL CORPORATION 1255 BURLINGTON STREET OPA- LOCKA, FLORIDA 1(9 34'-0; 2'' :/2 /i/P SE N/E5 HIP TRU55ES 19' 2 NO. DESIGNED CHECKED RRR -15J 9 STRENGTH ECONOMY QUALITY SCALE DATE 45 5,tiGw S-5 104)71 SHEET 3 OF ✓ �--- 7 TYPICAL OVERHANG OPTIONAL O PTIONAI SCALE 44" w f t. � ....� _,.,�.... r +..�. , ..n. .......... .., ., �« ^•�i......� � .,ww' •. - vim`: . , "':.: .�..- .w....,.. e,.. . ,i►;.;,,rM� ""„ �w(„t -',� o,,s,.r- re.�Y°'2°i:,,r.�,,,,F., ti '� � +'� [ $ y� ,irZ+ �tr � .. �'v►�f`'�� ._.'». �.:urx.' , nL.�(�>i/, V.r►. t .,.. ®'t✓ g� i . . • . .,�IS +cl' Y r,r �,�'�. 4,✓ 'rte . t ry -- `r %,"" t. , i 'M..�.a ci... «L� ne: ". 4 t7 • p .. `t - 1. A...AA 1- -+ '. • t • y # .._r�..i tiI h ,111: I xYr•�k � t"x;r; -�v