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PLANS2d3 u• c";a-.,,es..` hie By: LOCATIc`aF4 MAP tl 1 rat 1 IC]O SKETCH OF SURVEY SURVEY of Lots 8 and 9, Block 78, of "MI AM/ SHORES, SECTIgn NO. 3" according to the Plat thereof recorded in Plat Book 10.at:g ge 37 of the Public Recordn of Dade County, Florida, Ding situated in the Village of Miami Shores. ORDER NO. 5348 DATE: July 26, 1976 F.D. 187, P. 1 SCALE: As shown WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above described property is true and correct to the beat of our knowledge and belief as recently surveyed and platted under our direction. A. R. TOUSSAINT a ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 Street, North Miami, Florida AAA Registered Land Surveyor No. 907 Stato of Florida Pres. • 4 6 : /ova tit s i41* 4 • P/ ,•41* a.$ ;s 3' ' J-1.ttie ?W 4 Mr1,4 c qricheidk 1.1 t; livt, , . _ Cal j'e /20 ', ligvss as IS I Yr ._ 6 ; N 4 ; 1.4 ) ;4t i : a c 414, , l; 6 . IA O of - j 'S 4 011 ; k; c , t 4 ,, !- • : f.io c e O' 1 114' kr . 4, 3 ' i'S -, , F ' 4. T. we, '3 ' e , _ , li o ' ' , . 4. u p i fr icA. a -_, e lec,t Ai! it to i tki 4 ? as tot 7,:yei 7 ' - e n er J. 710 ck,/ q i ,c10,4 Aircil . - : ... /c .. -+,e a% 4 ; ) + t 9 4 aft c ' ....- ill "4 a rt ' AA . ,,4 CIDet CalfVe.1 tOetj VO : S . ( 4 - /1)4° . 4M"* .. fK cii4c.,0 J-4 0 . 64 k .idn, 0.. 06 <IN . Wej4 a 3' ' 2 0 Mr1,4 c qricheidk (14/. 4icifriri14 h' / /20 ', 2'7., e ". V- Y '' I Yr f5# //a,et ,1*/P' VI m e4 V -0' t* i' Vi", PI A 2 -I" eei 0 0 Kt " A go4 -" AV A ge 11 2' ' GE la• E 1 it 3S. r A 9A,.1i.1 ARC 14 .i's 7,:yei g /' .y" i ,c10,4 Aircil .8,-• in 'AA' 4 81 I t 40 44 ' I" 14 1 r-C. •ce Of fi*we Awe,/ 3 ; S it* -- , . 1,4..oi 14 0 z exec , . 6. a ' . , eii".ea. l45e- iMt* . 4M"* Tr.'? Ah4 9 s wigts ecncit3 i . / o 4 5 2 0 Yz" (14/. 4icifriri14 • ,, /20 ', /5 #/41 it'' . . li 11 3 o Z0 ti 1.ti4Sliii4' MAO? ' '! q.C' At ,z Kt " it lieAreg 2V 0 37, S .1 10 0 s 3 0 ?N4 E it 3S. r 4 / 0 !I OMPLIA 'Nee . (14 Y mint viopu SO8 CONtaAcro,n , I;1 ‘,E, ' I IQu INC REGULArioNs Iv —PI r44 D 14 11+1 ' 1/416 1. 1G CO' AS j ADOPTED E 8 uaDER & iftDICATED HEREIN. ,c 6**:G'd 6- e,&.) e (A? ectii eAc/0/ jfl $:14441 PANS Ai,t': :PP, �.� «.. 1 �.., `�•E�D P.R J3Vr1�f Q ;Q,j�ITI♦ i'0 Y�!tt�,.,. -: � , f A BUILDING PfRM T t f � " 0v)— /� TH C 1 3 t7 I ,► YI' R',� ;�E(`) L IN "IR(MARK N 1 y0.OER T Irir o f om 7 �i � � n ORDINANCES WILL ,.r r� �.IJ t "� S ` , Nil OtltGA "'!) ZONING . U E::} 'PECUIZ 1 Y` I13TIED BEE OTNER I�a'�t' �f1TE ` + ' •'�� �` OWN. 8Y At PARrIE3. , p MUST ER- COMPlIEO �. FIRE D�P'�RT:�E . } PUG, IC VrO.t:{ i ,',; - . „...,.. , . , , '..iA .. -- .-;'„:: -:-."--- f- i„, N. 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A `‘ - - - '-',..- 1r ESE,P‘ . -, ,r--, 1...., rtli k 'N R •.- - trEe "' lhu ' irl 06 2,0tilNu'- 11..,:_ ,,,,- - ,:, ',at R V t .c.,E .. .. . ...- .„ . , ,..._; W ITH Nv.TrJut -, - - ' S ''' . •-•• '''''' 1. -.. ; . --. , opEri!InAl.-1 " .- - -• OEVIM■0 S -1."- DIMPUED -1.) 6 - .,1 BE , . . -;:-... — -- ' • .‘ ' '' taNcE ::- 4 - -,o 'If LAtl • ..---.., ! ._. s:. ,..... , t l . - S e .. , ti " --,' .- ''' • -- ----' - ' - „"..-- ,.-- . , r , . ',.• :. uao ..'''''.% i " ‘an p r3 PARIIES. - . -,, • . -, - - - ,., 1 '4 ) - II. ' '. 1 - : :, ; : r - - - :- /, '' I.' ATH B -1-1•°111 MI ' '. . “- I . . . ' ' -f ,''' -- ... ' ' ' ' U ,, BLiU ; , ' 4 ' . '''..*--.." •,''' • . 4-, ''' ' ': " ' s `i'.......,',..■■■....•■■•• ' •"..•• '' ...,', B '' uiLDING. Olg,F-,q7-94:.'":' ••'...,.... - ...- ' , ,--.. ' • -;,..'.. +; ,-•,.';,;..ILI•;•*;.:,•..„ L___ ...... -._-' ''*. ':',• ''',- ];'' ' ' .• ' ' — • •'', %.:.'''''''''' F •____....-.. rr....---7-717 , .. . ., . ...............r. COMPLIM:( E yil? V E It i 0 ro v.) 1•; l'' 01 1.3 ' 0 , f- , BY 7,t.- MM' A StiO•.,Ei .,.1.VAE iS ',...t....1}' 1 . E 1.0 14 .C •i• .. I i' I' '-'‘.•.C" • 4 ' . '. -,'''', ..? 'f‘ , I ittGULATIO.ZIS VIETEB oa ts.',T sarp:1.13 E.;oli;i.,...TAIlt tsti . . . • .. " ,. er / ----, • -.-, 1 . 5( i -,„.• •;- 4 ...„ C C .4411 . „...,.. , . , , '..iA .. -- .-;'„:: -:-."--- f- i„, N. I •Y';' • :- • il 44 -4 . i A 7 - 1 ''•1 4' ' -,-.. - ' . ,..t• • -:,-:---.- u • ,..,.., ,:-,, ' '' , ', : • ' ,:17i;''' A'.' 4 • ,-:-- ,, • r,:„, : 0...?i,,..;-,-, ,..i. - ,.:i:2.4, , ..-_,..: , :: ,, ,....7,,,e.:- ', . , .:•,. : ::4. 1 ' ,. ?1, , t - ,..::'i-t ;: ----.,, ;„-::_''''-: --_:'.:„. ....r. ..',.-'---..-' ,, ;.5 , t. ,-,.., j ,, ;:tx.,./... i .- , .. ; ..,....,,,,,,,,,-.-...,;-,-, .., ..:-..J:;.i.....: ,:„.„,:;:„.:„.,,t,..,:e2...,:::, -''''.--,-....- .._. - z, , ,. .."-...1 - ilk=7:.,' , ..,?i; ;..";14 ..4.. ..,,,,, f 4 / ._,.,7.......,:„. •:::.,,, '-...-.1, -. '..,. .4i - ,:; -..„... ..-,1,..--,,,, -.. -. •,... ' '..'"•.": '''',' i ''.4 '.. ', • . ..?7' t''' 'S: ... • . r e ' •i• , ' .4 .,PN V A,',"'- ' ) ".•;.".. . '" i•.;` , •:•''''•:::: fi . ''''. A :--',- 47- -..-4 . '-_-: .: .2* ,•-.',', - kc -;;.-,,-.,, .-.-:.'2 L --. • cI iissoi\ili;E:10 1 , ,...-...., ' - - • : . r Iv - '-r--- - " .43p1M . v. --, ,- , IN '. - ., -., - P UN An, t - . 1 N .,) l .,. A `‘ - - - '-',..- 1r ESE,P‘ . -, ,r--, 1...., rtli k 'N R •.- - trEe "' lhu ' irl 06 2,0tilNu'- 11..,:_ ,,,,- - ,:, ',at R V t .c.,E .. .. . ...- .„ . , ,..._; W ITH Nv.TrJut -, - - ' S ''' . •-•• '''''' 1. -.. ; . --. , opEri!InAl.-1 " .- - -• OEVIM■0 S -1."- DIMPUED -1.) 6 - .,1 BE , . . -;:-... — -- ' • .‘ ' '' taNcE ::- 4 - -,o 'If LAtl • ..---.., ! ._. s:. ,..... , t l . - S e .. , ti " --,' .- ''' • -- ----' - ' - „"..-- ,.-- . , r , . ',.• :. uao ..'''''.% i " ‘an p r3 PARIIES. - . -,, • . -, - - - ,., 1 '4 ) - II. ' '. 1 - : :, ; : r - - - :- /, '' I.' ATH B -1-1•°111 MI ' '. . “- I . . . ' ' -f ,''' -- ... ' ' ' ' U ,, BLiU ; , ' 4 ' . '''..*--.." •,''' • . 4-, ''' ' ': " ' s `i'.......,',..■■■....•■■•• ' •"..•• '' ...,', B '' uiLDING. Olg,F-,q7-94:.'":' ••'...,.... - ...- ' , ,--.. ' • -;,..'.. +; ,-•,.';,;..ILI•;•*;.:,•..„ L___ ...... -._-' ''*. ':',• ''',- ];'' ' ' .• ' ' — • •'', %.:.'''''''''' F •____....-.. rr....---7-717 , .. . ., . ...............r. COMPLIM:( E yil? V E It i 0 ro v.) 1•; l'' 01 1.3 ' 0 , f- , BY 7,t.- MM' A StiO•.,Ei .,.1.VAE iS ',...t....1}' 1 . E 1.0 14 .C •i• .. I i' I' '-'‘.•.C" • 4 ' . '. -,'''', ..? 'f‘ , I ittGULATIO.ZIS VIETEB oa ts.',T sarp:1.13 E.;oli;i.,...TAIlt tsti . . . • .. " ,. er / ----, • -.-, 1 . 5( i -,„.• •;- 4 ESE' ptAhs IAi E AiPROYEti fOR 1 2S 11 A+1.., �! ' , tO vARKflrf.F,..3 r3 .111...„ X$ OTHO OgVIATIO'S17±',1 sy,i0,111ANCES- WILL af 1.1TED,E 011.(E.R 4.i$ MUST B01 1,1ED • v ITH BY ALI, PMTS ‘'xLs_ iii4/4L%n ''440'iffe firisrtiv4 • • = - 77 • . • • • MA)(Ih UM srOFfM BAR SPACING (vEA SFIALL RE 3' -Q' ON, CENTERS MEASURED 'TO TOP Or SHUTTeR 7. 777 6 - AXIMUM UNIT WIDTH .(W) C) [A. IV N TYPE r Tf AI STALLATj WITHIN COASTA . D & ='ITT I NE Ntc...0.4.S •2 f " GAr t'f FB I %. t ' 0 . 1 (1. s ..• V f4ncs1 - T. N �?rXt • r rr' dA. , TOP & BOTTc HORIZONTAL. RAI 6063 - T6 ALUM ALLAY (Fy >, 30 ICS,' 6063 -T, AIUM, ALLOY (Fy = 26 ItS I } ( 1 P2L! SIDE HINGE ' 1.1 _ .ice - .r F Concrete anchors._ to be: A : 1/4" diameter,,. x 2 t. 'ton °t 1 t y Thisi: Shutter has' been designed in: accordance with ,the` South Florida Bunging Code, 118 dtt a�n t Ali aluminum extr shall:_ h. ve theailoys ind ,sated On this drawing. Additionally, 6063 -T6 411oy o:ttrusions -with rv : t;') 3Qksi 8 Fu' .35ksi, shat,l 'eorra5pond Ito,. a w`ebster. gage' Scale of 13 - 14, ,or to a :prIneU tgage scale Of `85..+ Remaining 6063 -'r6 ,,or loy. extru ions : shall have a Fylt' 25 ksi., & Fug 3Q ks mill. < ►� m dme r T f � u i� l I� L A N .� 4 • , 1-1/4$1n one ., . c. ,_, . .,. _�.' .. ,s,. a. -. ,.. , J.. a t. .. , «. i ., : � v .. .Y. <_ POSITION TNA 7 M4.P.N All screws and bvits to be 0 4 a um 10 st ...),,,:. , 7.1,r. t. , ,,..,.,.,- : . VALID FOR p TO 7 M.P N. wlNl? LOADS CLOSED' FOR 4REATER N 5 . WI Ni� ldA6S , . ., , .: _ .. �, . J _. � _ 2 24 T I umf n a 1 oP�Nw ors ! o u 5 0 < . _, , et or galvanized steel with min. field strength.*; r fir_ 1�/ _ ,. ,. , 5 .. steel ShtxtL hat be rov d ,with L . er s � p zae 'st�m gdirfs instructions stait.n _. cone« tionS. Shut to shad be €a t• a, d.�rinq Ito m , . � S t erred td wall mea of storm ba s u s . . s,no 4n' of s ' na'e , . .'S. ... s `l1 be ,the responsibility � e ha per�tit holiier , : r � a n to A , re, I. f the - adequacy of tn, , r axis t lture to sls4a'ir. t the .t os8d u .rim , d n S load s and to;,veri it a.. dzmens "_ons at to bet omir►en_ .;a yy�� 7 o_.. g �: the cork c � has ;been ` tested b product, hi atEice 'and. has he Y this, . - o n. S.ru aural uat .n .' 1 ade a sustain. the to axn to ad : , • ,, ,: , ,,, , - > . tied g mentioned, �n note nc I F EL UNIT, - e _ : -. ._: _ :-. ... e- a ,. .. 1 a .. .; r ,... .. a .. �: ..'' a ' -: -... t *,:: 4 •. .. .. .: '. -. '..t r ,. _, ;. :� ;':w <. :.. a r- ,� r a. O b b a et 05 u um „ �3 eeI b n a c mandrel S REA R Y A M, ,N .. . , r .. P POSITION Y M. , W I 0 AD CLOSED i N F T � M 7 b W , D � N ALID F Up TO ? M.P.H. N !d S _ . {h) R � P I�IU lf)AQS, Iik ct on d a r conQtril.t�oi Or . °�. E an royal of this lard Ea � , _ fie. F � < ., t tt a al d e , X � t li ,lI U �. h v n 1 n i s s n i �n l e i u�� e 4 I . ... 1 -: ♦ -♦ a .. : :' . -. .. ... .. ..: . -.. �. - .. .. f. : ,... ti: .'. i ♦ .1na . i r. ,. <s a r rt�. .,. w�+ r „+ 4 -. � ���� I wsr, ,.R ,.. ... .. _. � r =. .. �.. c ..., ' <.., ,. "..�', wr._ �} ps w _ .: b .far r ar. , i}t: .: 1,- R es r f . ., 1 :to x $I Q 0 t OF 0 NIONS -__ ffM ?L L'A$$ NO,1 BILDGS tr ' rUASS NO (JJ3$ ,j ' ' ' ----------- - 1 ,. 3 - 6 r 1 k y I f s 1 t (FEEt) . . . O2Ow fl 0 8H WH(C}1'I ,$ r SMALL UT Npt LE$ T 4 0 08W - OR FET r o ICJ WR OOH VIHtCH iR S �MILLR , ,- -; - , r ' «f ENCLOSED MC9U 1 . �'t� : r.. . . LE.' N Fa 7 ' , .....!;:- . YPE ' •z-. ' '''''''' :-' It. ' ..'"■,‘- ' - ' BLOG:- 1 ' .-' , • -....,:,;- ,-;„ - OtMENSiONS ,.-- '-•`-.,,,..,- . . LA S: 1 7 : ' t ' 1. : ---"- ' ''' . ,,-/I ' - _74,, , -• ' . - - ':,.7 •-• ° .. - s. 4, i/ , . •• - :N :.,.. '7-- ' ';• . , I ' ,.,„„ ,17 ,.,,,,,, . . , -•,.. ''' ' : . ,. ‘FEET) --__,,,, ,.... K). .. '-,.:":-. - ,•.; ,--',' . ,..!„ •-`,.' 7 , . *'' -' ' - ''• ••- - - , f,. ; .-;;:, ' ,.4',' 7 , ,, ,:;,''''. 4 ,..: , . ' -.` '1',',.,.';'-'-,'',,',,,e,-.,''',,,,i,,.,,'.,:ini‘,.,,,',..",-,,,,:'•.,.1.,„'''.:',. 1. 4 -- A'' .- ,, . . - t. .,-.,, .. i (iir ) r ' - .,-- - aa ow-- OR` o)ao -. - - -....4. , • -, 1 ,- .',...,..„. tildlie SMALER Elyr NOT LESS THAN . :O . ,08Vf: • OR .-i' 6 FEEf , s,-.,.• 1 774 _:\ , 1 '..,.. 4 1 ' '' 0 --',••-',_!,-. ••••••• 1 1 '-`• ''.. ' „NHIc4 OALLE i ,'.- --,•-% ' ' 1 -- ,--,-- - • N -t.' . -, -- ..- - , ' ., ; ; ';!;-;$,.;,;,.,:.• ,`, ;;,-. 34-,‘ . , ,- -,- ,,, ; 4- ' 4 .4 ,•'.',. 4 ,-- 4 Z C - , . - , ..• , . BUILDING S . . CONDiTION S ' - ,... - , ENCL0 D-,...s.i.,,.:„ . ., .. • • --:',._,..,. • .,:..;,.. • '.t, „- - . ' TERI TER 10(1' '01■1' W s MiNiNtuM WOTi-4 ,CF EIL„OG. ( stE 1Y8 PLAN) . . .. • . . Vi-z: MII\JIMOM, OF ( WI , W2) END. ' ZONE:, ' :20EFINED OY DIMEt'4S1QNE , SEE' li-' ELEVATION) • '''' ,-.-.•,.--- ,,,- INTEillOri':ZONK'-:' (17Y HE REMAINING AREA OF , 'OE . WALL, . . . _ . _ . • . ... ANALYZED, (SEE;TYP1CAL E!..EVATION) ,.,:,,-, h 'i FiElGt .,TOP *--,, --- F- - CLASS No �N� ZONE, 1 I , ,........J _....... - CLASS No �N� ZONE, WN BR p his. products has been tested by thin , oftise and has found to be' structure ,adequate s to sustain th specif ied'- in the. code menti.oc ed i n o n ote y nc ..1 . : A11 pop: rivets to be ;3/16" diameter, << 5056 :alumxnwi a1t w th t.od�'�e.ti pl steel ca eb3 /1' 6 " rLdrel .' •. 4 L . p u orb sdd a`pprovil .of Chis plan •tor conat ruction o r' R e a,ny.; use .shall' be done by; MIL. ;evict► ,& Associate 11x4 hia� ,p1 'is `i "rival i'i =UAL ss si %intd aind aeoil 41 +Love (3tt NERAf NOTES 4 AAH MA r SHUTTER l.f ig shutter has been designed it liccordance with the F,} e o'ith Florida u#ldigg gode, 198$ Edit1on. ail i aluminum extkusions sha11 have the a1 ioy4 indicated * ; g h'• ,his sheet. F ddftionalty� 5(163 -sT6 alloy 'extrusion's wit,h > y3 3Ok� s. Vu 35ka , sha11 pgr d Wb to 'saa1e `af 13 =�14 or to far t, @If` r4s ` 9age'e " cal* to a ; of e 35 8 e '� f a•�,;f.4 „ � Rin,in9 06 aE11oy ex l have. a Fy 25 ks i, •, s •' t, *a . b, ema Fu; 30 k iPettfirr S eel pipe.'icis,ert to be A 3.'V.l A 53, ©rade` da (. F) : ,15 k.e,i galvanized 8tandatxd' stee1 ,pipe: oncrete anchors to be oxf the 'fallow ng: 1/4" . diamaEer, ` 1 Ong " Otamond Hammel" driv pins, w/ thin. embedment ot,1 -Ly4• in con rete; , I t� 'FP n xt 7 F •4015x, Star Tampin •anchor (1 diameter x /8't ton w/ mill. embedment of 7/8" in concrete. . F A 1 sci.ews and bglts to-. be.2 24 -T4: ".aluminum a1 1`oy, r st ainless steel 'or galvanize steel w=rith33. kss mil:. y ield . s t`r, en g t h r hutter sha1t be r w th stamped instructions stating that during,,'storm condittion,3; „ .pipe supports must, ,be disconnected and the' shutter f'olded dowrt and fastet►ed ` to Nall spit tie do'.in c br ' . a it sh ,be the 4espons °of the permit`'ho1cer verify the aidequaly .of A tha structure . to 3u,st n` the ne` superimposed'loads and tove.rif:' a11 dimensionsat job site,'before commencing with the "work. E. TO \VHHOrS1 IT MAY CONCERN METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 September 10, 1993 Hurst Awning Co, Ine has filed with this office an application #93- 0430.2.with the required and acceptable test data to support the approval of their Aluminum Bahama Shutter, Bahama Slider and Hinged Colonial Shutter using 1" thick panels with .056" x 2,2" louvers, al made of aluminum alloy (6063 -T6) Test data submitted allows these panels to be installed in both standard a4 ` Oastal zone areas and to elevations as indicated in corresponding schedules on approved drawing #93 -48 Pages 1 and 2, for Bahama Shutters, not to exceed a maximum of 75 feet above4 grade. Pages 3 and 4, for Bahama Sliders, not to exceed a maximum of 75 feet above grade. Pages 5 and 6, for Hinged Colonial Shutters, not to exceed a maximum of 15 feat above grade. Valid until Jan.1, 1994 when Section 6 of AiNSI/ASCE 7 -88 will be adopted by SFBC. The maximum span, construction and method of installation of the panels shall be as shown in the schedule anti details in the approved drawing #93 - 48 Pages 1 thru 6, dated 4 -10 -93 and revised 8- 25 -93. Applications for building permit shall be accompanied by two copies of the approved drawing #93 - 43; Pages 1 and 2 for Bahama Shutters; pages 3 and 4 for Bahama. and pages 5 and 6 for Hinged Colonial Shutters clearly marked to indicate maximum span a l ppe of installation. Also a drawing showing size and location, including height above grade, of opera to receive shutters, and a completely dimensioned plot plan. In order for a permit to be issued, zoning regulations must be complied Wi Due to }lurricane Andrew, this office has been inundated with requests fc r both new products and renewals which has caused a large backlog in responding with an official Notice of Acceptance. Therefore, in the interim period, please accept this letter in allowing these panels to be installed until permanent approval is issued, and contingent to future impact load test requirement. GD:mp Sincerely Y9prs, it Diamond, P.E. Product Control I.vision Supervisor R cow! C . • 3'�.Ji <. C:AL I 2C3 ra 4 t w r* V -4 4 W W4: 4 , -- kA e 4.ys:ird'rCCZW.";G t '.s'17�,' v'. 4 5 Z " f l4 r � , 4 ' L = 4 G air 91 : h s fireFor U k 1 � j �'4 L"tJ ' ? ' 4I t4 t $46,14# NA .a ,r�, r {� $, r �?' .c&6, q . i z i t o AF VIt 16N$ • • HOOT% � fix%. �I1i31.� ` =-- coosTRuc, tU :'L) ► - to Nl�7G{k Es‘.41S'Tw • 1111114/11 TtZtT1 - 14rt : Ti Mio '1%? 1320 cl F, LE w)r OFFICE OF I R U I r! G C E. 125fli STREET A C. `i 0 t N • tAt klv\l 'l ,4. 1` t'►� ww aN.%. 2..aa W.:' -- -= ti.c+a:•''a etla.a✓ :,.: +M +.: ••".w « art. .wr ..:.w sv01341C rvr..s:.f,.a• ,..iri+,.... I ..,.,. -•w . HORSEY, A. I. ARCHIrEG� unnru u.AU� r� nn.n. ,n �r E 4 ' ;1QA <, W, 6 G Dal 'JEW )12.6' SE W Ax1Sr,r4■ 5 ,% L H. E 'Or* . 0'Y. 1 'P L l 6 r E �. �►t E 'LATtI ;'k 1 FUR u ; Srs P$ . Mtvl To.); tzooF rc> A t. Iii A Doh ,.. wr NelAtr3 ' 1 4 flt ,r- MEW W L 1 RoOF Co. \INt',3 K;STZ: Root- Ile,' LID u j t . 04!104. 41.-401404.10:1 040,44140- 04 ........ _..,.44, T I ,rsTAL 7i� O R SA 11 A• I. ;\ ARCHITECT NORTH MIAMI,: F!ORMOA .13 -6553 n.+lni i r .teoa.r. Jas: w-i. soak ».a.�.r.< • < _1