Loading...
1254 NE 100 St (13)O N01.0 J pp u) C C ✓", � AA Lt 11F W1003) ANA cif 1• Gos„ u-' � ra B UJ , 1) cb&t, A I (.t. (O` (f ACOm c1 &y1 csj 1 2Lp1 111.40t.d1 r --� (moo =i 1.) r NOY- At. ti 1.`+u 401, i� �c4; ,) • rt., CO %U 1 .') ?t t - r welt ot\e c, s- tCC(Grt 5,cd N ( 0) Wit' Z- C•) ;sft c_tr)rI )P0-3 :A ') P (Mt fX t qr, me. If - r Lv krioo 440" eK vir• gx(Vi• off.. New g o 4i art, rte(, E��;� oot k qtw �t , °( � A�u� rv:gt.-k Pin: • irr N c 14A IL t4't N 4 .L. LLvir *U oFciu kp1t � 43 P,, & i pia coy r1 r t ft0"4 otl k ?oi rA \6 nit', t tl ')1C1 � - 2 5 to I \t O J, WALL P ff t-0 .� ',) t;AY/OtJ FdA. 4)011) p11..1r3:• Voorl 4 ��� v % tlY �C-- 41X ,A0.1,14tv,) ttitw (Lt. t)j4) 00 1 ,- (C') -Co 6 ,Am S A5 MA1') t' Vg FN t 1.1) 1j w 1, :e1- N°•t 'CV 1,1 1p "o °— (d4 TALk- urtui ;tlti`' L cJfit.e- / cb \elk c? 00T10•0-4 r 1.orak, pAte-ro 030,1 6,1100 p �- cxlt, 6 ! � C-tAc�, G l,• (IWc s_ �t UQ , o • � , 15 l C A z- I / p F)45� li fi"� ).J.4w nitoity du- ?X -OJ) - �tE> 911- , o tai AMuct 11rf.) �o O (c• f�yyrrtl 1 6 A' (1b IIn�(l, ! L pt iti») gyw, ..2- I�2 "+'art IAffAV' A ct e. (4 'ttux, 4 frA NAIL d() kiN i% ;11k G ;,61 Fla p; xfeY ij —0 FA) C M (14A'l, 1`J4w '' 1 P'J ) a 4)N v\k tcir. '!.t L A, Lt ;I- 104 - I M mow 9t5 %. tog DirtAir x10;1 ( ' A BC , G (��ti�• �S �' p 11 FGU' OA'fl 141 - i 6" (N'tr') °a' 6)V (t4v') L 0"(U,t: 4 )` ,LoAX all (0 at) ( cctic. �,u(). F t t' Lc -t1? 0 at to ottp r) x� ? /r 4,- tY6 arr pte ,t 0v i 4t , 4X.4 f T/1 'Po yt r r 9 ""i/c0D( At\I 4 ;#1 oil L- 1>(01)T- (.0) as u Ity 11,04kreao 4N gull c - t "P. � ffilA mid q -%1Ati� A SITE INSPECTION INDICATES $OIL AND /OR ROCK CAPABLE OF SUPPORTING THE DESIGN LOAD OF THE PROPOSED STRUCTURE. SHOULD OTHER MATERIALS OR CONDITIONS UNSATISFACTORY FOR FOUNDATIONS BE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. (I►et4,(, p p,y,ts cA ?Aci () 4(P,(." a5, m `Y k, Q ot.v0 IAA Nhw Pf 'p ' Gj rR T g C } t 4sti 0.114% -- A V) 1 t 1, ' (A 2)( 'q' . ►c� - #'x)e,tLi 1.1v) tuwo M �! ' -ro �/ t4Av r � v A6 SOIL STATEMENT Y • P r r t .. f50114 10 way &> Nc4' wax armc Vreouvri xI '/t" 2' u) 1 1.1 Pot)) . G ;13 Walt, 10 4I1 U (,$ AtAw • Fri, NP -I4 v � y (,ceAtlrrcl e V i g e i T = 44( l &I) li) _J t3) I)O I 1 ' 114 1Uvcs° wcXO r3v:'`I Ext(tr. U.1Poolt 4 � E () X'sr'i t ;�'2 = '� 4tiov Gam, �`lX t 'f ' "0471)&14IN ctI� (,_ f F4i c'icl jr :Cf {=�`4 - �ti.c � oit,w 10P 9O(; . P)(.o A L) Ge ' (0 c!, - r pA'.uf., �,er t .1)0 tto c 1.Xt�� � (��a�t7� t � C 44 5 . k4; ,( kk'> I� 1 t) > )p ! y" '404Ctu 'ru'i F`i• �'V tit t, t7A1'J ► Jc r � t il , ( /,�r.1 »J l f gig, nlA1l.trY) u t' K9 Y' a 711.4 n10z1t ►'� - +� .. K tTr. t�. t6� OttoA. �� } 1 O 1 ,o).x _ 4 " ( _J � r 14"-A \- 01 C; 9th r2 cu .fief t ( 'x 'f'"Gc v A j( .(t\. r ,taY, 9/4,\40 ()JAIL`; IJ4tt,t4) Cakfi ��I 5 RI 41 cO0A ( )l' ∎O -I I —1-r I f of 0(t 2x1 (oo i iY tb ( it ),i&, t f th; pto 4tve f (.4o 4 tK Va. r.- f c i t-t ' ;t-{.' ii'701/41�Jiir 'to 40air 6,Auv, P2\I i),,, 4\1 O'(• -2x0 Pr ciir (- t\rn&io 0)111Ac 3 I'tb,trito m Ac1L Fr,� 4V( ,o'it 4y:4 OWL 'q• 41 4 s ° 4u c,q 2� 4- N. 0.c,1ui1% (' ?1t lviIiTJ T U t\ 1,rb 6.4141)/. \ \t - r, )1 i vr (f4 e2,3. (k. m, �� \()1 ti���%�, .1t1?, \ AN*, 4'4 t2 lY7r ` Q�) ()c t c 1Zt • 4140 Al \.d. P J( �i cft, (') J tlUm 1 C I M )r/ ig. t;A CP (Iii 0. 2 -', 0 o,et, I it) `\ - \ A ) '"ct r : 4, > ,. ) R�'i t.'► v•, Y i 4cAir (40 -:t ilk) +) 3 It9 01 WA (IX �- 1-0-_)'‘) KO Mt.'. Ag U ?.-r. 4:4 V o ; r OrkIM (4 j ' ' ( ,ocAr«..) , t F4 _ 'CtrAIL, /id Otte t ;� , vet fuz \ n tamp, '2 hrqtN 1 u o i c 6 1;'i, *r 0(4A isc- 01 /ZX ?) 2 ) 0 VwlreAt,5 - ifi u cU N ) /A1 Lxto rti\ 44 1 A (blow kr tl\.1L V4 1. Oti • D,015 0.A. -410 ii)AiNcotte-) it 2V 0 1 Q eestr�. w (I2) (0014049 �,l —(�, , oc, , .C� kit?) (r r,1Wi �if-Y;� 1 2)40 f frf(; per -2;410 c k- itttkPA ehei fcrtr r to el--)( i re-PqR0 —11,1 `L Wb Qt; 1t }C( e -oz, walk, A 414o CALVE t i , JCAO\ `fkf1- \ J WA44ff • r)`+ «1C, emu , E ' r LO P20-trim A 0\ pir 4 (90';)T /NA P r., 13 (low wl ( tiO (, ► $ \- gym C w � � 4140 t\ .D 4 - \opt > \)' - N Pit,--;12400) J Ar � u :\ (i1%0/ • )oI< (' A \A. h \i 1�Xi!�� � 41A J e - tuk 3inrs, 2- L i oltriks i -,T 7 5 (,Acs, 11- - , (LAC s� l,�"r�1'-� 1, (4)/ ( 2� 6,01. i�- �}'.O� - \t [+S AY) A '�<-�1, e' c l o g SXNRCH 0, suRYSY p 7 Lot 4, Block 1, BABL8T011 51*0R33, according to the Plat thereof, recorded in Plat Book 43, at page 80, of the Public Records of Dade County, Florida. Order #3 ?50 7.2. 01-58- ; gcales o a 2 ,195 S I OASBT O PIYT: That the attached '8X3`0' Op SURYWP of the above desoribed property is true and correot to the beet of ay Isnowledge and belief, as recently surveyed and platted . under say direction. 602 .__..tip ._7-"" . "2 'o MO 0! U). f5JI t (50 C L OS • "r ' t 1 .0'3I) C A ?.0:;Q' /A F'� ' . ) LA` tTt; 'ti 'd A S I. (5 ` =: A D .000 ,o f t) ¶.A.fl 1 �.T NA. .LAiti. bo- crow 4-; �� c t � t. c r s + 0C1h 'LA Ti�; GR AlSI STOP c C>U,tLT OF t',KAYSt ZOO' tr'+fr�3 ?r 1/.1it"rsrr _ :;z t " -:t r- ;trZkt,• C ' ` " N1111.11 e t' C.D : •p 4Ps►Otr) 1,' 3 • ti i t �• t. C i F 2" 6 A L 0.1\) ~ Sic .R t J sr-114 • ........„- -1 :: jrr6X 3[iI 3"Is p<..>04 . » U • sehnv w /lax;, to /to Vltt'Srk o1'1 1.1L.L 4 1 'F Co'a t r- )(3% ST I 1 I 1 2. NV) WO-r.) , ) (NSY r c .L 't J I- V -- - \-- -- _- ----- -� 1 t om, t I •�.' -�� _fl.V'rt • ?d \t.7 -.' c. -• ':: tq(to (JJ 1 0 O•' 1 1 O 1; t N. C .M.)1t, - 1H,; r%cstv.1 • cr C4 MC'. (tik c.ot`iC C.A,T4 .317,111. el' Com. 61.0C-1'c r 19." x \( - 1 �j = t�c�.t��M(L NI /j - Ve '70 x -*()0 N<-1 is 1 GCyl'1Nf, / f x.1 -z." i :cy yf 1 MC, W114 —. (?). 46 x 1'7 ,. 1:c W/ 4 i- (xy:rt W/4 %< ?/ + .2.evc...c.'e r e 1 1\1 O'MS C MC. RETv." TO Tae 2500 S. 1. Al' 'U WI T1� wORAce,Ltz + fit., T1t. Mtx Izn11.►ri Re.m . 5 rG ,'. Y4 1 t 1hVTI MerwA-re-, � RAt:) c ttst14ORM 1"1a 1 Cc�ty . — r . TO MS - f\.- t3;'a>Z. Car/. A.PNRO /t e VAL I Y "j'.ti i()ti`J LNcttlr1J :9 :47 i °CA'i.i BLVD ;!4T. 141, TLS, co MA lSS.1 4�1 '.5E{ G1'1 OP 5 fr 1✓ ti } r =' l CX • Y R. R G S 1 U N G E p o w h'� Q 4 ` N■ 1ZS. ' C.:1 kU VS - S 1-14 RN) 'J 1'r Z: MAN r2 g. U A- tiMGA9.0 a► I. :. tt I T 5 c :r O L Y rA P 1 A' bL13G. FLOz1DA DAT:. 5E13 18. <() Pt MI913'{ e Y.. • r'e\ 200 tIL - rt_r• t> et\ if- c k \o x.ko I t ( cc m A F 10 c 1 - - 1 Lt-- OAP '!• C NCL 1 26 f. 1 1-t 1 t W w r 11 07 1 ALL._ so P Ati) VAPotic'. At ENTt (.1 (11 k - 2 lk.5; 0- LC° Ottcr r- (\ EL t - 0 1 7- 1 vISC) % /1- " Al ie.. eorib,_r‘otiolc cos, ( kNk -2.o5 o 't tAlk tA (02., I t.)1E. ie" •t: 4 i\\ \ tLE oo tAtIVA1'5,.e.)Vt:=tay, 4 \Ctk... f\ l get -(TM( Le 0 tn . , 0 -r Divre. Nix" , I\ C4 IA /1 3/2 /X 77 /4.8 ET E '4 %� /2///FE//// RIG -T S _ 3E= ELIVATIO\ END ZONE/ EET &9./F/ //// 1/4" -0" 65' -0" I /iii ///i ' / FE / / / / / / / /// • _ DE ELEVAT 0\ 1/4 " =1' -0" 65' -0" 0 0 IS © CO 0 /ENDW0 ii 8 �EE� FR0 \T ELEVAT 0\ /E ND ZONE/ /END / EEC 1/4 " =1' -0" 55' -0" WINDOW SCHEDULE NOTE: New windows ARE Dade County Large Missle Approved. E OR NIC Not In Contract A CGI Series 238 Aluminum Casement Window Impact, 26 1 /2" x 50 5/8" high Dade County Product Approval # 01- 1002.03 Expires 10/31/06 Approved Wind Pressure = +88.1 PSF, -88.1 PSF (5/16" Lam. Type 2) Site Specific Pressure = +54.7 PSF, -59.3 PSF +88.1 > +54.7, - 88.1 > - 59.3 GAND "A" UNITS WITH MULLION "A/1" AS INDICATED: A /1 50 5/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullion with #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0123.07 Expires: 4/26/07 Tributary width 26 1/2" at 59.3 psf allowable Span 72" > 50 5/8" B CGI Series 238 Aluminum Fixed Window- Impact, 37" x 50 5/8" high. Dade County Product Approval # 01 - 0918.01 Expires 9 /30/06 Approved Wind Pressure = +110.0 PSF, -116.5 PSF (7/16" Lam. Type 3) Site Specific Pressure = +54.7 PSF, -59.3 PSF +110.0 > +54.7, - 116.5 > - 59.3 WITH CASEMENT "B/1" ON EACH SIDE AS INDICATED: B/1 CGI Series 238 Aluminum Casement Window Impact, 37" x 50 5/8" high Dade County Product Approval # 01 - 1002.03 Expires 10/31/06 Approved Wind Pressure = +110.0 PSF, -117.7 PSF (7116" Lam. Type 3) Site Specific Pressure = +54.7 PSF, -59.3 PSF +110.0 > +54.7, - 117.7 > - 59.3 CONNECT "B" TO "B/1" ON EACH SIDE WITH MULLION "B /2" AS INDICATED: B/2 50 5/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullion with #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0123.07 Expires: 4/26/07 Tributary width 37" at 59.3 psf allowable Span 63" > 50 5/8" C CGI Series 238 Aluminum Casement Window- Impact, 37" x 38 3/8" high Dade County Product Approval # 01- 1002.03 Expires 10/31/06 Approved Wind Pressure = +73.4 PSF, -73.4 PSF (5/16" Lam. Type 2) Site Specific Pressure = +54.7 PSF, -73.2 PSF +73.4 > +54.7, -73.4 > -73.2 D CGI Series 238 Aluminum Casement Window- Impact, 37" x 38 3/8" high Dade County Product Approval # 01 - 1002.03 Expires 10/31/06 Approved Wind Pressure = +73.4 PSF, -73.4 PSF (5/16" Lam. Type 2) Site Specific Pressure = +54.7 PSF, -73.2 PSF +73.4 > +54.7, - 73.4 > - 73.2 GAND "D" UNITS WITH MULLION "D/1" AS INDICATED: D/1 38 3/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullionwith #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0123.07 Expires: 4/26/07 Tributary width 37" at 59.3 psf allowable Span 63" > 38 3/8" X CI CI X X BEDROOM EGRESS ® ® It „ 0 X X X X LOCAT 0\ PLA\ 1/8" = 1' -0" X X X® X© X® X X® 1254 N.E. 100 Street Miami Shores, Florida W \DOW Rf - PLACHV H \T 0 7/n704 ISSUED FOR PERMIT JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING FLORIDA ARCHITECTURAL FIRM # F000145 GMJ AS INDICATED 7/25/0 D CASS R'S 3 \CE ERN_ \OTES REVS 0 \S 0 \S George M. Jeretopulos Florida Architect # 14185 7300 S.W. 105 Terrace miomi, FL 33156 -3841 (305) 663 -2991 VA." /X 77 /4.8 ET E '4 %� /2///FE//// RIG -T S _ 3E= ELIVATIO\ END ZONE/ EET &9./F/ //// 1/4" -0" 65' -0" I /iii ///i ' / FE / / / / / / / /// • WINDOW SCHEDULE NOTE: New windows ARE Dade County Large Missle Approved. E OR NIC Not In Contract A CGI Series 238 Aluminum Casement Window Impact, 26 1 /2" x 50 5/8" high Dade County Product Approval # 01- 1002.03 Expires 10/31/06 Approved Wind Pressure = +88.1 PSF, -88.1 PSF (5/16" Lam. Type 2) Site Specific Pressure = +54.7 PSF, -59.3 PSF +88.1 > +54.7, - 88.1 > - 59.3 GAND "A" UNITS WITH MULLION "A/1" AS INDICATED: A /1 50 5/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullion with #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0123.07 Expires: 4/26/07 Tributary width 26 1/2" at 59.3 psf allowable Span 72" > 50 5/8" B CGI Series 238 Aluminum Fixed Window- Impact, 37" x 50 5/8" high. Dade County Product Approval # 01 - 0918.01 Expires 9 /30/06 Approved Wind Pressure = +110.0 PSF, -116.5 PSF (7/16" Lam. Type 3) Site Specific Pressure = +54.7 PSF, -59.3 PSF +110.0 > +54.7, - 116.5 > - 59.3 WITH CASEMENT "B/1" ON EACH SIDE AS INDICATED: B/1 CGI Series 238 Aluminum Casement Window Impact, 37" x 50 5/8" high Dade County Product Approval # 01 - 1002.03 Expires 10/31/06 Approved Wind Pressure = +110.0 PSF, -117.7 PSF (7116" Lam. Type 3) Site Specific Pressure = +54.7 PSF, -59.3 PSF +110.0 > +54.7, - 117.7 > - 59.3 CONNECT "B" TO "B/1" ON EACH SIDE WITH MULLION "B /2" AS INDICATED: B/2 50 5/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullion with #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0123.07 Expires: 4/26/07 Tributary width 37" at 59.3 psf allowable Span 63" > 50 5/8" C CGI Series 238 Aluminum Casement Window- Impact, 37" x 38 3/8" high Dade County Product Approval # 01- 1002.03 Expires 10/31/06 Approved Wind Pressure = +73.4 PSF, -73.4 PSF (5/16" Lam. Type 2) Site Specific Pressure = +54.7 PSF, -73.2 PSF +73.4 > +54.7, -73.4 > -73.2 D CGI Series 238 Aluminum Casement Window- Impact, 37" x 38 3/8" high Dade County Product Approval # 01 - 1002.03 Expires 10/31/06 Approved Wind Pressure = +73.4 PSF, -73.4 PSF (5/16" Lam. Type 2) Site Specific Pressure = +54.7 PSF, -73.2 PSF +73.4 > +54.7, - 73.4 > - 73.2 GAND "D" UNITS WITH MULLION "D/1" AS INDICATED: D/1 38 3/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullionwith #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0123.07 Expires: 4/26/07 Tributary width 37" at 59.3 psf allowable Span 63" > 38 3/8" X CI CI X X BEDROOM EGRESS ® ® It „ 0 X X X X LOCAT 0\ PLA\ 1/8" = 1' -0" X X X® X© X® X X® 1254 N.E. 100 Street Miami Shores, Florida W \DOW Rf - PLACHV H \T 0 7/n704 ISSUED FOR PERMIT JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING FLORIDA ARCHITECTURAL FIRM # F000145 GMJ AS INDICATED 7/25/0 D CASS R'S 3 \CE ERN_ \OTES REVS 0 \S 0 \S George M. Jeretopulos Florida Architect # 14185 7300 S.W. 105 Terrace miomi, FL 33156 -3841 (305) 663 -2991 VA." © © /'-END ZONE/ 4.8 FEET /✓ / / / / / / / //� I /iii ///i ' / FE / / / / / / / /// _ LIFT S _ DE ELEVAT 0\ 1/4 " =1' -0" 65' -0" WINDOW SCHEDULE NOTE: New windows ARE Dade County Large Missle Approved. E OR NIC Not In Contract A CGI Series 238 Aluminum Casement Window Impact, 26 1 /2" x 50 5/8" high Dade County Product Approval # 01- 1002.03 Expires 10/31/06 Approved Wind Pressure = +88.1 PSF, -88.1 PSF (5/16" Lam. Type 2) Site Specific Pressure = +54.7 PSF, -59.3 PSF +88.1 > +54.7, - 88.1 > - 59.3 GAND "A" UNITS WITH MULLION "A/1" AS INDICATED: A /1 50 5/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullion with #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0123.07 Expires: 4/26/07 Tributary width 26 1/2" at 59.3 psf allowable Span 72" > 50 5/8" B CGI Series 238 Aluminum Fixed Window- Impact, 37" x 50 5/8" high. Dade County Product Approval # 01 - 0918.01 Expires 9 /30/06 Approved Wind Pressure = +110.0 PSF, -116.5 PSF (7/16" Lam. Type 3) Site Specific Pressure = +54.7 PSF, -59.3 PSF +110.0 > +54.7, - 116.5 > - 59.3 WITH CASEMENT "B/1" ON EACH SIDE AS INDICATED: B/1 CGI Series 238 Aluminum Casement Window Impact, 37" x 50 5/8" high Dade County Product Approval # 01 - 1002.03 Expires 10/31/06 Approved Wind Pressure = +110.0 PSF, -117.7 PSF (7116" Lam. Type 3) Site Specific Pressure = +54.7 PSF, -59.3 PSF +110.0 > +54.7, - 117.7 > - 59.3 CONNECT "B" TO "B/1" ON EACH SIDE WITH MULLION "B /2" AS INDICATED: B/2 50 5/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullion with #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0123.07 Expires: 4/26/07 Tributary width 37" at 59.3 psf allowable Span 63" > 50 5/8" C CGI Series 238 Aluminum Casement Window- Impact, 37" x 38 3/8" high Dade County Product Approval # 01- 1002.03 Expires 10/31/06 Approved Wind Pressure = +73.4 PSF, -73.4 PSF (5/16" Lam. Type 2) Site Specific Pressure = +54.7 PSF, -73.2 PSF +73.4 > +54.7, -73.4 > -73.2 D CGI Series 238 Aluminum Casement Window- Impact, 37" x 38 3/8" high Dade County Product Approval # 01 - 1002.03 Expires 10/31/06 Approved Wind Pressure = +73.4 PSF, -73.4 PSF (5/16" Lam. Type 2) Site Specific Pressure = +54.7 PSF, -73.2 PSF +73.4 > +54.7, - 73.4 > - 73.2 GAND "D" UNITS WITH MULLION "D/1" AS INDICATED: D/1 38 3/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullionwith #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Approval #02- 0123.07 Expires: 4/26/07 Tributary width 37" at 59.3 psf allowable Span 63" > 38 3/8" X CI CI X X BEDROOM EGRESS ® ® It „ 0 X X X X LOCAT 0\ PLA\ 1/8" = 1' -0" X X X® X© X® X X® 1254 N.E. 100 Street Miami Shores, Florida W \DOW Rf - PLACHV H \T 0 7/n704 ISSUED FOR PERMIT JENETOPULOS GROUP ARCHITECTURE TOWN PLANNING FLORIDA ARCHITECTURAL FIRM # F000145 GMJ AS INDICATED 7/25/0 D CASS R'S 3 \CE ERN_ \OTES REVS 0 \S 0 \S George M. Jeretopulos Florida Architect # 14185 7300 S.W. 105 Terrace miomi, FL 33156 -3841 (305) 663 -2991