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245 NE 96 St (3)( 0 C) u) ,c11 11 8 7 6 11 5 'L'-- 11 4 11 3 " 2 53.6 1 •( 0 ro N.E. 80' 80 ( 130' i 10 O bl : 12 13 14 - 0 130' F.B. 333 PG. 52-56 SURVEYOR'S NOTES: O rs PARCELS BEING DIVIDED: PARENT TRACT OWNERSHIP: SURVEYOR'S CERTIFICA'TION: N.E. 97 +h sr. 96 sr. LOCATION MAP SCALE : 100' 22 co 23 = 60' r 53.9 6 0' 0 IU LEGAL DESCRIPTIONS LOTS 15, 16 AND 17, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, SECTION NO 1 ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. PARCEL "A": LOT 15 AND THE WEST 1/2 OF LO'1' 16, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, SEC- TION NO. 1 ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA: PARCEL "B ": THE EAST 1/2 OF LOT 16 AND ALL OF LOT 17, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, . SECTION NO. 1 ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. ORDER NO. 8683 DATE: NOVEMBER 26, 1.986 PREPARED BY SCALE: AS SHOWN A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126th STREET NORTH MIAMI, FLORIDA PHONE: (305) 891 -7340 WE HEREBY CER'TIFY: THAT THE ATTACHED "DIVISION OF LAND WITHOUT PLAT" IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER OUR DIRECTION. WE FURTHER CERTIFY THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 472 OF THE STATE STATUTES. A. R. TOUSSAINT & ASSOCIATES, INC. BY: 1 HOWARD C. GAMBLE REGISTERED LAND SURVEYOR NO. 1633 STATE OF FLORIDA V. PRES. " DIVISION ORDER NO. 8683 F.B. 333 PG. 52 OF LAND WITHOUT PLAT" A. R. TOUSSAINT a ASSOCIATES, INC. LAND SURVEYORS 620 N .E . 126 Sr. NORTH MIAMI, FL. FD. LP 1 FD. I.P'_. 9.5' ASPHALT PVM'T. L - IflO.QQ- C " -- -ST. LT. POLE 75.00' ?A - C.. IC_ (50') /5.00' N.E. — 0 J J CONC �Q�O� SWK. — -- 7 SW A L E -- -- SKETCH OF SURVEY DATE= NOVEMBER 26,I98@ SCALE' AS SHOWN ST. SCALE 1" = 20" ALLEY FD. I.P CONC. FT. - ENC. 0.96' U a — v O 01 0 d' 177 FD.I.P 0.5' CURB J U CONC. SL B Q2'CL WD.POST ENC. 0.26' WD. POST ENC. 0.05 / -GONG. FT. 0.07'ENC. t +1 ct o • 11,4 o "Il Ant,v_ANt (4) cMNmt uKir( Tio=ffU 7 j 95 co\iEgE Q rriZRA!_- rAM11_2( - 3 - 62 --F 4' 6.16.1 e ri \j,,e,‘■ - LF t• h, /0 ( .9 (IL LJ lc ) J_Z 1- leY iA06ki 1 ---p C-___e•A?A C Li - 1 - 1 • 2 2- 6 d:givi 1 e 5 agar 0 C H t _ • . dj ZL.6 am!. • • ■•• row*. m.o....1r 11■•••••■■■•■••••■•••■•■ ■••••■•14~.0.10. PRtOM etort 1 V E- 17" i rv . )./4-et_is... ( x ) 00 <-0 /i4 1 _ 1 J x g ft LL AM I r- A A 7rAti Rk) (,4) 'To $i. 9 \y A •._ m 0 v v Q1- g 1(4,0A c.)e.4_(-..).?,,cri ce.,0 Re EeLL L 0 Lt V D 4.g aiql) 3 1 • f v_p_o-k jFf.,t2/ 22 X 34 Prid.it 20 ON O. 1C CLEARPRiNT r: rLA '..0110.‘,1MRIIKAMIrd...3111.4117. 4 , — /// CATE: SCA L t.W.,_c_6(1C)TigN tNt . .11 2A _ APPROVE° HY: .._--: • - DRAWN HY REV1S (9 dt DRAWN° NUMBEFt Lel •}' ( 4- . • v D � a 3 i � n t n 6 . 5 L ...—_,,_ it 4 .1 3 � 1 2 53.6 I— i!j 80' IIJ 0 o N.E. 80' 130' 10 tNi - 12 0 13 14 130' - 0 1 is '5 PARENT 'TRACT OWNERSHIP : PARCELS BEING DIVIDED: SURVEYOR'S CERTIFICATION: SURVEYOR'S NOTES: N.E. 97_0_ s �. 21 96PL s LOCATION MAP SCALE I 100 BY: c\-- 5 3..2 1, 22 23= nI M 60' 0 LEGAL DESCRIPTIONS • Isi 60' f�l elt). LOTS 15, 16 AND 17, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, SECTION NO 1 ", ACCORDING TO THE PLAT 'THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SI'T'UATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. PARCEL "A ": LOT 15 AND THE WEST 1/2 OF LOT 16, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, SEC— TION NO. 1", ACCORDING TO THE PLAT 'THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA: PARCEL "B": THE EAST 1/2 OF LOT 16 AND ALL OF LOT 17, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1 ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. ORDER NO. 8683 DATE: NOVEMBER 26, 1986 . F.B. 333 PG. 52-56 PREPARED BY SCALE: AS SHOWN A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126th STREET NORTH MIAMI, FLORIDA PHONE: (305) 891 - 7340 WE HEREBY CERTIFY: THAT THE ATTACHED "DIVISION OF LAND WITHOUT PLAT" IS TRUE AND CORRECT '1'O THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER OUR DIRECTION. WE FURTHER CERTIFY THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 472 OF THE STATE STATUTES. A. R. TOUSSAINT & ASSOCIATES, INC. HOWARD C. GAMBLE REGISTERED LAND SURVEYOR NO. 1683 STATE OF FLORIDA V. PRES. " DIVISIOI ORDER NO. 88383 F. B.:3:33 PG. 52 _ .. OF AND WITHOUT PLAT " A. R. TotJSSAINT a ASSOCIATES INC. LAND SUFNEYORS 620 N .E , 126 Si NORTH MIAMI, FL. - 0.5 CURB � -k FD. I.P 15' _ }- 1.5' 1.6' -- (50') o - ST. LT. POLE (50') 15.00' N . E. ASPHALT P'M' T. !110.00' - - 15.0 O' PA M �� un (j) 0 0 J -J 4-J .,- i CONC. L Z (i_0( )'. _ (5 SET I.P. 0 0 ) 9 6 Ih S',VALE DATE: NOVEMBER 26,198 3 SCALE: AS SHOWN SET I.P. (9 N- 1- 1- 0 0 J .J r. S K E rCH OF SURVEY SCALE : I" = 20" ALLEY 15.00 (50') (50') t5.00' 'ND. POST-------- 0.13'ENC. FD. 1.P CONC. FT. ENC. 0.96 cD o cn 0 4 l t ) ,N. M ,VD.POST ENC. 026' C0 N' . SLAB _2CL. \VD POST ENC. 0.05 �CONC. FT. 0.07' ENC. tJ J0111 :89 - 701 LOCATION SKETCH SCALE 'I "= ■ O0 LEGAL. No. 1,according Dade County,Florida. PLAN OF SURVEY SCALE " 3 O' a a o 1111,,,. �- M \ \ \ 1 N C`3 f0,14611., 1 7 a O Q / fl 0- (2 In rp3�4 P1v R ;- ,-.) , �5 �,� I. 5 ' • / '' . t $' 5 0 ■ L. ti ; �/ < t ■ 0' Fog c.,` V) b0 . OO .�1 75.00 ...'^ so, b d ' <9.7 5,'14) ?s,00 rD•/2 , in �t�'!2 P,P� 0 .) Z5 /1: ` o (.... : i 7 vt/ 1)° 00 X9 1) c P C PE 7x.04 C O 3O (9. :a) I S O. 0 O (9..6) S s/,,,... . -t 7% P 4,zrcw�i-r • O 1 -. ' ,) /I 17 5 5.4 Pv r: r - l9 p 03. ' • 9A.`l t' 'L 2 2 o c.0 r o ` \\ Q' ') 1-'2 -. ¶•--1 D Ln t.,t 8,1.1, Vseo. D■DE 9.1<.1.44,1_ ,e, aRis$j -- , -T —' 9 . / 9.61,) N ` ,r-. 7 I -.1O `,� eo - /� A. OF 1 .96'' 61- 4 1-to -to VG l* AVE CovNt -Y N'G0 SL3 \-N-1.45.314E-Q. .. A-r N. lam• coaNm J0111 :89 - 701 LOCATION SKETCH SCALE 'I "= ■ O0 LEGAL. No. 1,according Dade County,Florida. • 4 • -1 . 90 I4 r M js' 41 rz- A I 1 ,,, 7 C O 3O J t i I , Y So ' L ► / 5o . I „ 19 .. a I o 0 130' ---s . 1 4 S` O I o d DESCRIPTION:Lots to the Plat - 1 (o J i - 15,16 and 17,Block 30,AN AMENDED PLAT OF MIAMI SHORES SECTION thereof as recorded in Plat Book 1O,Page 7(1 of the Public Records of GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE INSTRUMENTS IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO 4) LOCATION AND IDENTIFICATION OF UTILITIES ON SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 5) THIS PROPERTY IS WITHIN THE LIMITS OF FL000 ZONE TO BE MADE TO DETERMINE RECORDED NGVD DATUM. NOT AND /OR ADJACENT TO THE PROPERTY WERE ' X FOR :Moises Bichachi • DATE:larch (13,1.989 "APPLICABLE ZONING. UNDERGROUND. ZONING AND 'BUILDING SET SACKS . MUST eE CHECKED •Y OWNER. , ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION •[GINS ON THIS PROPERTY. I HEREBY CERTIFY: That the attached and correct to the best of my knowledge, platted under my direction, also that there those shown. This survey meets the Board of Land Surveyors pursuant to CONSULTING ENGINEERS 147 ALHAMBRA CIRCLE No. 230 CORAL GABLES, FLORIDA Peons I300 4489485 THIS IS A BOUNDARY AND TOPOGRAPJI[ SURVEY Plan of Survey of the above described property is tale information and belief, as recently surveyed and are not above- ground encroachments other than minimum technical standards set forth by the Florid* Chapter 472.027 Florida Statue L R013. ALONSO PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 3590 STATE OF FLORIOA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL ti qt 1 1 CONSTRUCTION NOTES 1. All work to be done in accordance with South Florida Building Code and al] regulatory local and governmental codes. 2. Contractor shall verify all dimensions and conditions at job site prior to starting any work - report any discrepancies to Architect, in writing. 3. Written dimensions shall take precedence over scaled dimensions -do not scale drawings. All wood in contact with masonry or concrete shall be pressure treated. 5. All finishes, materials, cylors, treatments, etc., shall be as selected and directed by builder -see builder (for finish hardware specifications see builder). 6. Plumbing fixtures and trim, electrical fixtures and trim ( U. L. approved shall be as selected by builder. 7. Kitchen cabinets, bar cabinets and counters, vanities and vanity tops shall be as selected by builder. Subcontractor shall provide fully detailed shop drawings to builder for approval prior to any fabrication. B. Provide system as selected by builder, in locations as directed by builder. for telephone and TV (pre wired) outlets as shown on plans. 9. Garage walls and ceiling shall be one hour fire rated and insulated per code. wall table 37 -B, item #72 and ceiling table 37 -0, item # #42 SHOP DRAWINGS t 1. Truss manufacturers shall submit shop drawings of design and layout (signed and sealed by a registered engineer) to Building Department approval prior to fabrication, 2. H.V.A.C. subcontractor shall submit shop drawings of design and layout to Building Department for approval prior to fabrication. 3. All shop drawings shall be submitted to the Architect for design conformance only. Submit a minimum of two copies of each drawing. for r , 1 A. r + C�> `+ 7 1- _ — I I- c - try` / r-- A • � - / � '=r —mac- it. =b -- - L \\,/ 1 f INVERT r'_E�r i !! . 1.1 0 F�� � � _ t I FACTOR IN C E 7. T ;;J1,,IG FINISHED FLOOR E EVAT!Ot. 1 (i ctuding t;as 1 u�srrz�crs (1T F. is G. F. N. OrFi 1r 1 0111ffi is b�,a rk►3 Sheet • f Of , Sheets 4" CONCRETE SLAB w /6"x6" #10/10 W.W.F. WELL COMPACTED CLEAN FILL 4• 7. WELL COMPACTED CLEAN FILL WELL COMPACTED CLEAN FILL 4" CONCRETE SLAB W /6 "x6" #10 /10 W.W. F: e �.o • „ • 1 - . . •• - _ . I► 1 #5 BAR CONTINUOUS 4” CONCRETE LAB W /6 "x6" #10/10 W.W.F. ON 4 MIL VAPOR BARRIER to • o ! IU ' .. DETAIL CO kiN II • ► 'Q ,, • a ._ _.cb DETAIL• SCALE: 1 -1/2" = 1 1' -0" DETAIL SCALE: 1 -1/2" = l'-0" WALL BEYOND 1 +" CONCRETE SLAB W /6 "x6" #10/10 W.W.F. ON 4 MIL VAPOR BARRIER �•, •• , .v r.wrk'1 F--- -WELL COMPACTED • � �liJ•, w -.� ; •fit • • • , o O ... 1 • ✓ CLEAN FILL 8" CONCRETE BLOCK WALL BEYOND - 4" CONCRETE SLAB W /6"x6" #10/10 W.W.F. ON 4 MIL VAPOR BARRIER I =-� lei! ice::. - 0 mile " E-- -WELL COMPACTED ��''I(1 - CLEAN FILL =A1 110 -2( 8" CONCRETE BLOCK, IL il � ' I I II = ;11i1iii;:•: .. 0 4 a co g 14 cn H d : STRUCTURAL MOTES — 1. The soil condition at the site appears adequated to support the design load of 2000 psf. If any other condition is found, Contractor shall notify the Architect before proceeding with the work involved, for possible foundation redesign. 2. Footing shall bear on undisturbed soil. 3. All poured in place concrete shall be 2500 psi at 28 days -no add mixtures permitted, Structural concrete shall be 3000 psi at 28 days. All Structural wood members shall be Douglass fir with a minimum fiber stress of fb 1600 psi, all other wood members to be Southern pine with a minimum fiber stress of fb 1200 psi, unless otherwise noted. 5. Slump of concrete shall not exceed 5 inches. 6. Reinforcing shall be full lenght, if splicing can not be avoided, the bars shall be lapped 36 diameters. Splices shall be staggered and located at points of minimum stress. Reinforcing shall be clean, new billet steel conforming with ASTM- A-615 Grade 60. Welded wire fabric shall comply with ASTM -A -185. 8. All reinforcing shall have the following minimum concrete coverage: Slabs poured on ground 1 1/2 in. Footings 3 in. Beams and columns 1 1/2 in. 9. Concrete block walls to conform to the standard specification for hollow load - bearing concrete masonry unit ASTM C -90, and mortar must be type "M" ■ ^ - 1 1 -%) *s-- A r l i.� �T = I �v ' � 1 � l7 \v \\/. T i's — 1 E)~1111[11. i iJ TI1I Jrf1 Li r� i 1T1�1���rli 11 1 T —.�{ -- -r'j . h ,.i_ 1 li y 4 1 - ,II - ?J - r \\,// V LrI111I1 ILIL+l11111 11111r11 �+ N ej -- T T r Tf; -* 77:7T lTT 1777 �� fit� _. � 1 =�.. �. 1-x..1 �.l L1 lli� -.:.i- ; 1 :�. F I 2 - — 1'-11 177 :LT rT.' _ r- ,0- • moo CD rww1 CD 0 ✓ Wsiroft im+ = 4-:: = c-) 0) o� • 1111111111111 613 8 Sheet 1 rl Sheets 1 • 4-4 4 --T I f J l 7 1. -1; - 2J -/ 6-1 j ir - x ! If T _ f"-- IT -2/4 1 ,-------- r ..---)/ 7-\ - H 7 51 7;; -T-:;t zs.LUt-el \\-7 ‹< - yJ I 2.-j` 2- 4 - 4 /-• • 4_ — — - 1-44 1 - \\ ...,.., • ' . r It . -1 " . ■ --- - H -- -- ....f.-; f-----: - - t 4 ItFTITTJTIIII_EitaiTTIIIIilat ___ . , , , _ , T, 7/ 777 r-, _ ILLJ l',.i I i.il i 4_ 4■7 II 1 „____ ? __Ji r ii 1 t 1 1 wiTT-4 1< "TT-4/N - 1 4 riryt i 1// / , LTH 40- Tif, 4' • . : -A- - , 1 fr 141 t ' —1 1 —r j—.1 - 1 4 -11 11 tit7 77—== I I I I III — -r — • ' • I 1 11 11-•• 1-4 r lil z l l' 1 I t T - 4 41. I k 1 -4k 0.• III ram% co ly, - 2 11 x 4N \\ URGLAR INTRUSION 1. All locks on exterior doors force of 300 lbs. Applied accordance with resistance 8 of the Metropolitan Code 2. All single exterior swing doors shall have a lock to be key operated from exterior with a minimum of 6000 possible key changes or locking combinations. If key -in -the -knob is used. There shall be an auxiliary single dead bolt with hardened bolt or inserts. 3. Sliding glass doors shall be bolts, or a bolt or a pin no exterior, at the jamb, sill, doors shall be reinforced in maintain bolt strength effec doors shall have no screws r facilitate ready entry from Hinges on exterior outswinging doors screws and non removable pins. 5. Glass in exterior doors shall comply standards institutes Z97.1. 6. Sliding glass doors and windows shall be installed and constructed so that no panel can be lifted from the tracks when in the locked position, and so as to comply with the architectural aluminum infgrs. associ. standard for forced entry resistance, AAMA 1303.3. 7. Front main entrance doors shall be provided with a scope or vision panel and multiple point locks on inactive leaf. TILE; e*--1 - fo W N--f m a. A AT 2 �--v �11�TZ.L 1:31R I I l x 2 0 v,2 M- 1'x.1.._ LA.11 - f acv \VI � E ` V>✓�7 -�' . MAX. shall be capable of resisting a in any movable direction and in standards set forth in chapter of Dade County. I I1 provided with sliding door dead t removable or operable from the head or meeting mullions. These the strick and lock area to tiveness if necessary, and such emovable from outside which outside. .. I I 1 1 b 0, 1P. jtIlI : • •• Yll�i�l ►,_�� • eo ." O • .„ • ., r = _�ltlllj� YJ i i shall have non - exposed with the american national t2. _ :I mod • ' , . . liE�li111�-- a111111 � :�I►IIItu1� ►= 1N 5 41_4 "!cam 1-4 1/2 rqY JM \V.4L1_ E 'IA ' x I II \\//e � A r ��RMc1E -- f/v i1 atYI' ---� -1I✓f \VALE.. 13:21442t7. 11 x/11 --r \� t=1.; - 1f-+ ► A 2_4- OG+ ._I ts 1/2 rte. F-4 1©1-! u rz X cam W/61 col 4ix IO /IQ \V. \VP 4MI L.'V K1 l 0a7. • 0 • e • ♦. • . .o=1,..44 1 111'_ 'iI'Iyi .^ • 11 L1 _ of rrrW� { U '�`Toto, +� 1 � 111111 Ix111111- 1111II • W/2 12_ f 7 . 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