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L t L - °Q V : ,.: C at dtr��t, p fb w •Ub ect (o ;+ua.�,�r.y vuor ®t, yidi g, edec(ri and . t t 2 rj = 0 �� � cr A c :;..ie.4�;a u �n.n� co�� o+ at der r9s¢�3 dric d b uii :arbor.. ar / ± •rj ► i� ity in . .rrte4i ricr @ {Il H a rj whether or t '. � . ms p rec.11 OI C.ev .( ve, � y C 1 aoo tv,r:utg and roof ' 1( 0` O I napec tion. � :z : , ,, Z L t. es c.4. $1, 1 t 1 ►+t t d ,,' 41 DATE : 3 -cjc APPROVED BY: ib1ra1 �iO�kiS DRAWN BY REVISED DRAWING NUMBER 3 LINKS General Notes: 1. All tubing to be allied 50/55 with gatorshield. 2. All welds to comply with A.P.E. code (latest edition). 3. Cover welded areas with corrosion resistance coating. 4. All frames are designed in accordance with South Florida Building Code Chapter 43. 5. Canvas must be removed in case of winds above 75 mph. 6. Frame, without canvas, will sustain 140 mph winds. 7. All connections to be fully welded. SCALE: N UE! D7D tO CC. 1 3 /S'X 7 3/8" x 2 1/2" Lg. DYNA BOLT Anchor into conc. w/ 1 1/2" min. Embedment OR LAG SCREW INTO W000. DETAIL C STEEL PLATE 1" x 1/2" z 2 1/2" LONG ( A-36 ) 1 1" 1 (typ•) 4--- • 1 (tYP • • STL. PL. 6" x 6" x 3/8" ( A -36 ) GALVD. w/ 4 - 9/16" dia. holes for 4- 1/2" dia. RED HEAD seif drill anchors & 2" min. embedment into concrete . SECTION X - X 16" x 10" cont. conc.1 Footing w/ 2- #5 ' rebars 4" thick conc. slab w/ 6 "x6 " /1.4x1.4 DETAIL FOR BASE PLATE AT TI SLAB EDGE FOOTING #5 bar x 1' -6" Lg. (min.) thru pipe each way 3 - #5 bctt. bars each way 10" Isolated concrete footing size as noted on General Notes # 7 . ISOLATED CONC. FTG. DETAIL LY MY PROFESSIONAL JCDGEIENT AND TO THE BEST CF MY KNORTI.DGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY RTTH THE APPLICABLE BUILDLNG CODES. ( STATE OF FLORIDA REG. ENG. # 8790 ) MAR 2 4 1999 REG. #3790 GENERAL NOTES : 1. ALL TUBING TO BE AJLIED 50 / 55 WITH ® GATORSHIELD ALL PIPES TO BE A S A SCHEDULE 40 GALVANI7FD . 2. ALL WELDS TO COMPLY WITH A. W. S. CODE . ( Latest Edition ) 3. ALL CONNECTIONS TO BE FULLY WELDED THUS : TYP. 3/16" 4. ALL SU4UCTURES ARE DESIGNED IN ACCORDING WITH SOUTH FLORIDA BUILDING CODE LATEST EDITION CHAPTER 43 SECTION 4305.3 t FABRIC AWNINGS WILL REQU Ft QUICK REMOVAL OF THE FABRIC @ WIND VELOCTI1.ES IN EXCESS OF 7 5 MILES / HOUR . 6. ALL FRAMFS HAVE BEEN DESIGNED USING FL TIONAL ANALYSIS . 7. FOOTLNGS SHALL PROVIDE 1 ft 3 OF CONCRETE FOR 3.6 ft 2 OF CANVAS ROOF ANCHORED BY THE FOOTING . APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT f?R∎L L BY . .[t1- 4 -' ,Zf� ` PRODUCT CONT; OL DPIS ON BUILDING C3)E COMPLANCE OFFICE ACCEPTANCE NO.9S 0 105•( 3 FABRIC AWNING FRAME EL SOL Canvas Awning Corp. 7 5 5 7 N. W. 7 0 th STREET MIAMI , FLORIDA 33166 ANGELO J. G. TIBERY PROFESSIONAL E VINEER 1231 S. E. S th COURT DEERF1ELD BCH. , FL. 33441 (95. 3)326 -5133 OATS 07 -31 -98 Dwa BY J.J. TRUSS SPAN = L L/4 .. L/4_ L/4_L/4 1 03/24/99 . TOP DATE REVISION 1' -0" (5' ) h _ 2' -0" ( 9' to 20' ) BOTT. Th VERT. TRUSS RAFTERS PIPE or TUBING SIZES ( ins. ) Rafter Span ( feet ) 5 9 12 16 18 20 SINGLE 1 TRUSSED RAFTER TOP 3/4 3/4 1 1 1 1/4 BOTT. 3/4 3/4 1 1 . 1 1/4 VERT. 1/2 1/2 1/2 3/4 3/4 RAFTER SPANS : ( AT 9' SPAN) TOP & BOTT. CHORDS ARE BRACED AT THE MIDDLE VERTICAL MEMBER ONLY . ( AT 12' thru 20' SPANS ) TOP & BOTT. CHORDS ARE BRACED AT EACH VERTICAL MEMBER . 3/8" x 2 1/2" Lg. DYNA BOLT Anchor into conc. w/ 1 1/2" min. Embedment OR LAG SCREW INTO W000. DETAIL C STEEL PLATE 1" x 1/2" z 2 1/2" LONG ( A-36 ) 1 1" 1 (typ•) 4--- • 1 (tYP • • STL. PL. 6" x 6" x 3/8" ( A -36 ) GALVD. w/ 4 - 9/16" dia. holes for 4- 1/2" dia. RED HEAD seif drill anchors & 2" min. embedment into concrete . SECTION X - X 16" x 10" cont. conc.1 Footing w/ 2- #5 ' rebars 4" thick conc. slab w/ 6 "x6 " /1.4x1.4 DETAIL FOR BASE PLATE AT TI SLAB EDGE FOOTING #5 bar x 1' -6" Lg. (min.) thru pipe each way 3 - #5 bctt. bars each way 10" Isolated concrete footing size as noted on General Notes # 7 . ISOLATED CONC. FTG. DETAIL LY MY PROFESSIONAL JCDGEIENT AND TO THE BEST CF MY KNORTI.DGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY RTTH THE APPLICABLE BUILDLNG CODES. ( STATE OF FLORIDA REG. ENG. # 8790 ) MAR 2 4 1999 REG. #3790 GENERAL NOTES : 1. ALL TUBING TO BE AJLIED 50 / 55 WITH ® GATORSHIELD ALL PIPES TO BE A S A SCHEDULE 40 GALVANI7FD . 2. ALL WELDS TO COMPLY WITH A. W. S. CODE . ( Latest Edition ) 3. ALL CONNECTIONS TO BE FULLY WELDED THUS : TYP. 3/16" 4. ALL SU4UCTURES ARE DESIGNED IN ACCORDING WITH SOUTH FLORIDA BUILDING CODE LATEST EDITION CHAPTER 43 SECTION 4305.3 t FABRIC AWNINGS WILL REQU Ft QUICK REMOVAL OF THE FABRIC @ WIND VELOCTI1.ES IN EXCESS OF 7 5 MILES / HOUR . 6. ALL FRAMFS HAVE BEEN DESIGNED USING FL TIONAL ANALYSIS . 7. FOOTLNGS SHALL PROVIDE 1 ft 3 OF CONCRETE FOR 3.6 ft 2 OF CANVAS ROOF ANCHORED BY THE FOOTING . APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT f?R∎L L BY . .[t1- 4 -' ,Zf� ` PRODUCT CONT; OL DPIS ON BUILDING C3)E COMPLANCE OFFICE ACCEPTANCE NO.9S 0 105•( 3 FABRIC AWNING FRAME EL SOL Canvas Awning Corp. 7 5 5 7 N. W. 7 0 th STREET MIAMI , FLORIDA 33166 ANGELO J. G. TIBERY PROFESSIONAL E VINEER 1231 S. E. S th COURT DEERF1ELD BCH. , FL. 33441 (95. 3)326 -5133 OATS 07 -31 -98 Dwa BY J.J. 1 03/24/99 GENERAL NO. DATE REVISION 3/8" x 2 1/2" Lg. DYNA BOLT Anchor into conc. w/ 1 1/2" min. Embedment OR LAG SCREW INTO W000. DETAIL C STEEL PLATE 1" x 1/2" z 2 1/2" LONG ( A-36 ) 1 1" 1 (typ•) 4--- • 1 (tYP • • STL. PL. 6" x 6" x 3/8" ( A -36 ) GALVD. w/ 4 - 9/16" dia. holes for 4- 1/2" dia. RED HEAD seif drill anchors & 2" min. embedment into concrete . SECTION X - X 16" x 10" cont. conc.1 Footing w/ 2- #5 ' rebars 4" thick conc. slab w/ 6 "x6 " /1.4x1.4 DETAIL FOR BASE PLATE AT TI SLAB EDGE FOOTING #5 bar x 1' -6" Lg. (min.) thru pipe each way 3 - #5 bctt. bars each way 10" Isolated concrete footing size as noted on General Notes # 7 . ISOLATED CONC. FTG. DETAIL LY MY PROFESSIONAL JCDGEIENT AND TO THE BEST CF MY KNORTI.DGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY RTTH THE APPLICABLE BUILDLNG CODES. ( STATE OF FLORIDA REG. ENG. # 8790 ) MAR 2 4 1999 REG. #3790 GENERAL NOTES : 1. ALL TUBING TO BE AJLIED 50 / 55 WITH ® GATORSHIELD ALL PIPES TO BE A S A SCHEDULE 40 GALVANI7FD . 2. ALL WELDS TO COMPLY WITH A. W. S. CODE . ( Latest Edition ) 3. ALL CONNECTIONS TO BE FULLY WELDED THUS : TYP. 3/16" 4. ALL SU4UCTURES ARE DESIGNED IN ACCORDING WITH SOUTH FLORIDA BUILDING CODE LATEST EDITION CHAPTER 43 SECTION 4305.3 t FABRIC AWNINGS WILL REQU Ft QUICK REMOVAL OF THE FABRIC @ WIND VELOCTI1.ES IN EXCESS OF 7 5 MILES / HOUR . 6. ALL FRAMFS HAVE BEEN DESIGNED USING FL TIONAL ANALYSIS . 7. FOOTLNGS SHALL PROVIDE 1 ft 3 OF CONCRETE FOR 3.6 ft 2 OF CANVAS ROOF ANCHORED BY THE FOOTING . APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT f?R∎L L BY . .[t1- 4 -' ,Zf� ` PRODUCT CONT; OL DPIS ON BUILDING C3)E COMPLANCE OFFICE ACCEPTANCE NO.9S 0 105•( 3 FABRIC AWNING FRAME EL SOL Canvas Awning Corp. 7 5 5 7 N. W. 7 0 th STREET MIAMI , FLORIDA 33166 ANGELO J. G. TIBERY PROFESSIONAL E VINEER 1231 S. E. S th COURT DEERF1ELD BCH. , FL. 33441 (95. 3)326 -5133 OATS 07 -31 -98 Dwa BY J.J. 'OA - • ' • • 1 „ - W A t _rcp , , 1 •4■ - • - . . : , e M 1v?, `.e4sj: ?arc w.aF 47. 3 .. r . CI i t4aer; `.rt 4 S,: V�`•: f 1 . t :,,,t■.) ee! ` F ;.r: ,.. .,. ,... .4,. ,..-. .. ,. ' '. - .... ...;...r....-....•',;''''-, T...,..sr- 1. -.` • ' . ., . ,. . . • , • 1 ... .., „4„ • ....„..,‘„,....,:.'-„,;‘,.„•-",...r7.t.- ... ...,-,,, '',',,, '.;',.; f:;‘“.. 1-",,-.,,:'-:-7...-.3." . ,„; ' .'‘ ' „ . '; ,.; .. • ,' ' : ,• . , 7 `,„" - :, '' , . , , - ' ',,, . '''" ` , , :, .. . '? , , , . ,,,,- ' `‘, ' ',`'. ''' ',.- " ' .. . . . ' ' .• •.:' „‘ *, I. .' . .' -. - ' .., ..' --. ' .—,-; ","' , ..,= , . , ; , ;..": , '''' ,. -' ',' '.. ' '''' .' '-. .'' r''''' • , ' ' ' : . s ;',, ' - , ',, ..-,:';'" 1, ., ' : ,, ,. . , . , 1 0 ,,',, v, ' -.: ' ,i ,,' i.,...'s ':", • '' %. ''' ' ' ' ' • " q , ; sr. ! , • r) : ! . I t (.' r 0 t- -' ,•- , . ,.. . , ,_.,.., ,,, .,.- ■.,..,-- --.=-_,....., .., • • • •,•• • - - = • " r • ■ • • • • , • , ,• • • , • - • , • • • JJ 5• s `• • • ' - R:4 ' tlk y f i 1 e /' »�: \p W ±&& wfy» g $\ Lett COi ?. t;Q1. u ';r :3t.(y1' ', �f Vi, i; . ,.tit ,, i 13 (;r.1k' 1:. t3,1"k;;3 E' =.)f. .;f o' eaj ' <,, }' i' e'�rt C')1.0. CoRPQRArtoN 696,0 Polh t to' xpressw(y,'N,W E3ox 563' ,Mi irnt Florida,' 3 31:14;. ORAW1V:; 13r. r DATE J .SCALE, Legal Description Lot 20, 21 and the West '/2 of lot 22, Block 81, of MI11MI SEIORES SECTION NO. 3, according to the Plat thereof, as recorded in Plat I3oolz 10, Page 37, of the Public Records of Dade County, Florida. Certified to: Armando Rafael t.'bals and Yates Edison Fulbright, Jr.; Foundation Title Corporation; Attorneys' Title Insurance Fund, Inc.; Suntrust Bank, South Florida, N.A., it's successors and /or assigns. 11 3/4' IRON PIPE FOUND 3/4' IRON PIPE FOUND 9' ASPHALT ROAD 0 lr • 3 0' LOT •20 LOT 21 22.0' 17.0' rn 5.5' 0 5' WIRE FENCE 24.1' oii SCREEN � N PORCH 125.00T O&M) >- _ \ n �°• R C1 :1 < 2 0 , �vr�1r_1 11G 4� 34.0' O I— "' w — NE STORY O o > RESIDENCE N — #1033 t7 a 0 21.3' ° 0 o j 10.0'.4.1 � � —�l 26.4' 25,4 I— I , Q a ti� c0 ti 0) 1 Q 5' CONCRETE SIDEWALK 24' PARKWAY 20' ASPHALT ROAD N. E. 95 STREET 125.00' (NM) 78.00' RNN 3.0' LOT 22 10 3/4' IRON PIPE FOUND 314' IRON PIPE FOUND Flood zone: X Panel: 0093 Date of field woriz: :..;16/96 Completion date: 2!')/98 Survey number: 0- 1.1.9(97 Notes: Property has n v_itible encroachments. Property has access P,4)lic Right -of -Wa Accepted 13 $ali t ia/S P NOTES: 1) BEARINGS SHOWN ARE EITHER ASSUMED, PER PUT, OR PER RECORDED INSTRUMENT. 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON PLAT. 4) UNDERGROUND PORTIONS OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENT'S WERE NOT LOCATED. 5) ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATUM. 6) FENCE OWNERSHIP NOT DETERMINED. 7) WALL TIES ARE TO FACE OF THE WALL 8) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL R. -USED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 9) ONLY VISIBLE ENCROACHMENTS LOCATED. 10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL. STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61C CRWA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLO A STA•i 'ES. SIGNED NOE AGL'ILAR REGISTERED LAND SURVEYOR NO. 5571 STATE OF FLORIDA FITIST FINANCIAL SURVEYORS, INC. L.S 4 t..387 ,i)! tAMM& Property address: 1033 N.E. 95 Street Miami, Florida 33138 ML . 41. ,5 i . :. Rl il.f . �� . ;.•., . , . i 3� r..; ; fll L � ' i N R . 1 Y d 1 £ L1 1 � �. 3 la.r..11_ "I.._r .HL °5 L ,.._ Inc. U' LT N C. BOUNDARY SURVEY ..L L N O 0 O U L r. V T R )T fl h'r:T l LOCATION MAP NOT TO SCALE t FGENO 0 M D CL ENCR C.M. F.I.R. F.I.P. RAY W000 FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR ENCROACHMENT CENTERLINE CONCRETE PROPERTY LINE CONCRETE MONUMENT FOUND IRON ROO FOUND IRON PIPE RIGHT OF WAY D.E. U E. FD. P . \ P. P. TX CAN W.M. TEL. B.R. CH RA0 N.R. AFFILIATED COMPANIES DRAINAGE EASEMENT UTILITY EASEMENT FOUND PLAT ASPHALT OVERHEAD UTILITY POLE POWER POLE TRANSFORMER CABLE RISER WATER METER TELEPHONE FACILITIES COVERED AREA BEARING REFERENCE CHORD RADIAL NON RADIAL 7700 North Kendall Drive Suite 409 Miami. FturiJa JJ 1 56 (305)211.1655 Fax O05)271.8490 2201 Lucien `a/ay Suite 402 MaitlanJ, F1f4uJa 1:151 (407)375.1470 Fax(407)575•)1'45 Nattonw■Jc 1. 800.227..954 Fat : 1- 800.227.136J SQUARE TUBING 50 / 55 w/ Gatorshield DIMENSIONS PROPERT NOM. DIA. (ins) O. D. ( ins ) ES WALL tins) SIZF: I ins S ins WALL t ( ins ) AREA iris 2 1 ins s S ins j. ins .072 3 / 4 .0129 .0307 .065 .1781 .0140 .0374 .260 .109 1 .017 .041 .065 .2430 .0356 .0711 .383 .113 1 1/4 .037 .071 .065 .3081 .0723 .1157 .484 .133 1 1/2 .087 .133 .065 .3731 .1283 .1710 .586 .140 1 3/4 .195 .235 .109 .7154 .3225 .3686 .6714 .145 2 .310 .326 .109 .8244 .=1930 .4930 .773 .154 2 1/4 .666 .561 .109 .9334 .7150 .6355 .875 2 1/2 .109 1.0424 .9953 .7962 .977 PIPE SCHEDULE 4 0 DIMENSIONS - PROPERTIES NOM. DIA. (ins) O. D. ( ins ) 1. D. ( ins ) WALL tins) AREA ins 2 I ins S ins P ins 1 1 /4 1 / 2 .84 .696 .072 .1737 .0129 .0307 .2720 1 / 2 .84 .622 .109 .25 .017 .041 .261 3 / 4 1.05 .824 .113 .333 .037 .071 .334 1 1.315 1.049 .133 .494 .087 .133 .421 1 1/4 1.660 1.380 .140 .669 .195 .235 .540 1 1/2 1.900 1.610 .145 .799 .310 .326 .623 2 2.375 2.067 .154 1.07 .666 .561 .787 ALLIED TUBING -50 / 55 w/ Gatorshield DIMENSIONS PROPERTIES NOM. DIA. ( ins) O. D. ( ins) L D. ( ins) WALL t ( ins) AREA ills 2 I ins 4 S i f' ins 1 1 /4 1 / 2 .84 .696 .072 .1737 .0129 .0307 .2720 3 / 4 1.05 .906 .072 .221 .0266 .0506 .3431 1 1.315 1.149 .083 .3212 .0612 .0931 .4365 1 1/4 1.660 1.494 .083 .4112 .1282 .1544 .5583 1 1/2 1.900 1.710 .095 .5387 .2199 .2315 .6390 2 2.375 2.185 .095 .6804 .4429 .3729 .8068 SQUARE TUBING AWED 50 / 55 GATORSHIELD NOM. DIA. ( ins ) SUBSTITUTE SIZES : ( ins ) 1 03/24/99 1 /2 3/4 Square 3 / 4 1 Square 1 1 1 / 4 Square 1 1 /4 1 1/ 2 Square, 1 1 1 3/4 Square 2 2 Square IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF MY KNOWLEDGE :IND BELIEF , THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. ( STATE OF FLORIDA REG. ENG. 8 7 9 0 ) MAR 2 4 1999 I AA REG. #8 790 • APPROVED AS COMPLYING WITH THE SOUTH FFLOR!DA BUILDING CODE DATE_ q �1� {� ��� 1 l 1 PRODUCT C `TRC'. D•.V S O BUU.D;NG CDI E CC PLLANCE OFFICE ACCEPTANCE NOc ?o • l 3 ANGELO J. G. TIBERY PROFESSIONAL ENGINEER 1231 S. E. 8th COURT DEE-R.FIELD BCIL , FL. 33441 (954)426 -5188 FABRIC AWNING FRAME EL SOL Canvas Awning Corp. I 7557 N. W. 7 0 th STREET MIAMI , FLORIDA 33166 1 03/24/99 GENERAL NO. DATE REVISION IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF MY KNOWLEDGE :IND BELIEF , THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE BUILDING CODES. ( STATE OF FLORIDA REG. ENG. 8 7 9 0 ) MAR 2 4 1999 I AA REG. #8 790 • APPROVED AS COMPLYING WITH THE SOUTH FFLOR!DA BUILDING CODE DATE_ q �1� {� ��� 1 l 1 PRODUCT C `TRC'. D•.V S O BUU.D;NG CDI E CC PLLANCE OFFICE ACCEPTANCE NOc ?o • l 3 ANGELO J. G. TIBERY PROFESSIONAL ENGINEER 1231 S. E. 8th COURT DEE-R.FIELD BCIL , FL. 33441 (954)426 -5188 FABRIC AWNING FRAME EL SOL Canvas Awning Corp. I 7557 N. W. 7 0 th STREET MIAMI , FLORIDA 33166 Legal Description Lot 20, 21 and the West '/a of lot 22, Block 81, of MIAMI SHORES SECCION NO. 3, according to the Plat thereof, as recorded in Plat Boob 10, Page 37, of the Public Records of Dade County, Florida. Certified to: Armando Rafael Uba.ls and Yates Edison Fulbright, Jr.; Foundation Title Corporation; Attorneys' Title Insurance Fund, Inc.; Suntrust Bank, South Florida, N.A., it's successors and /or assigns. N o J M 11 W 3,'4" IRON PIPE FOUND 14" IRON PIPE FOUND 0 17.0' 0 N 2.0' 0 ° v 5' WIRE FENCE 9' ASPHALT ROAD 125.00'( D &M) l t t ,. ITO QA4.6 S 461D LOT 21 24 a)) SCREEN M ' 5.5' PORCF+ PORCH 116' 34.0' -ON & STORY RESIDENCE #1033 21.3' 26.4' 1\ 5' CONCRETE SIDEWALK 125.00'(D &M) 24' PARKWAY 20' ASPHALT ROAD N.E. 95 STREET 78 .00' R/W 3.0' LOT 22 34" IRON PIPE FOUND N 0 I) 0 c Lu 0 2 IL) 3'4" IRON PIPE FOUND Flood zone: X Panel: 0093 Date of field work: 2 /6 /1)8 Completion date: 2/9/98 Survey number: G- 119997 Notes: Property has no vilible encroachments. Property has access to Public Right -of -Way. Accepted I3y: ch N 1- 0 J Property address: 1033 N.E. 95 Street Miami, Florida 33138 NC E AG L L.AR REGISTERED LAND SUSv YOR NO. 3571 STATE OF FLORIDA FIRST FINANCIAL SURVEYORS, INC. L1306387 9 H O R Li .;' .7. /a ._ Jr15 r NOTES: 1) BEARINGS SHOWN ARE EITHER ASSUMED, PER PLAT, OR PER RECORDED INSTRUMENT. 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON PLAT. 4) UNDERGROUND PORTIONS OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATUM. 6) FENCE OWNERSHIP NOT DETERMINED. 7) WALL TIES ARE TO FACE OF THE WALL 8) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 9) ONLY VISIBLE ENCROACHMENTS LOCATED. 10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SL'RVEYORS IN CHAPTER 61Qj1.`i1 ORIDAADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLO A STAi 'ES. BOUNDARY SURVEY IEGEND O R C CL ENCR C.M. F.I.R. F.I.P. R,'W ,5:h :.(y G L A N I 5 O U L r V A Z U = 1� 3 T R t /IT LOCATION MAP NOT TO SCALE WOOD FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR ENCROACHMENT CENTERLINE CONCRETE PROPERTY LINE CONCRETE MONUMENT FOUND IRON ROO FOUND IRON PIPE RIGHT OF WAY D.E. U E. FD. P 0.H L. P.P. TX CAN W.M. TEL. B.R. CH RAD N.R. First Financial Surveyors, Inc. AND AFFILIATED COMPANIES NahunWiJe: 1.800.227..854 Fax: 1.900 DRAINAGE EASEMENT UTILITY EASEMENT FOUND PLAT ASPHALT OVERHEAD UTILITY POLE POWER POLE TRANSFORMER CABLE RISER WATER METER TELEPHONE FACILITIES COVERED AREA BEARING REFERENCE CHORD RADIAL NON RADIAL 7700 North Kendall Drive Suite 409 Miami, Florida 33156 (305)211.3655 Fax (305) :11.8499 2201 Lucien Way Suite 402 Maitland, Florida 32751 (407)975.1470 Fax (407)975.31'5 PIPE & TUBE SIZES ( ins ) PROJECTION 3' 4' 5' 6' h = 1' -6" 2' -0" 2' -6" 3' -0" RAFTERS 1/2 3/4 1 1 1 1/4 FRONT TRUSS TOP 3/4 3/4 3/4 3/4 BOTT. 3/4 3/4 3/4 3/4 VERT. 1/2 3/4 3/4 3/4 OUTARM 3/4 3/4 1 11 1/4 ATTACH TO EXIST. BLDG. 1" dia. BACK BAR @ 2' -6" c/c max. (typ.) as per Det. ,fl on Dwg. 1 . NOTE : 1. REFER TO DWG. 1 FOR GENERAL NOTES & ANCHORAGE DETAILS . REFER TO DWG. 2 FOR PIPE & TUBING PROPERTIES . DETAIL (® O UTAM FRAME MEMBER STLEEL PLATE 2" x 4" x 1/4" w/ 2 - 3/8" dia. x 2 1/2" Lg. DYNABOLT sleeve anchors & 1 1/2" min. embedment IN MY PROFESSIONAL JUDGEIIENT AND TO THE BEST OF .MY !Q O\%1 DGE AND BELIEF , THESE PLANS AND SPECIFICATIONS COMPLY WM1 THE APPLICABLE BUILDLNG CODES . ( STATE OF FLORIDA REG. ENG. 43790 ) ATTACH TO EXIST. BLDG. 1" dia. BACK BAR @ 2' -6" c/c max. (typ.) as per Det. 1 on Dwg. 1 OUTARM TYPE 7 MAR 2A1999 n 5 141)LI REG. # 3790 PROFESSIONAL EiML\ZER 1231 S. E. 8th COURT DEERFIELD BCH. , FL. 33441 ( 95-4 ) 426 - 5188 APPROVED AS COM1PLYiNG WITH THE SOUTH LORIDA BUiLDtNG CODE DATE_ 2- 19 BY PRODUCT CON T4A DVS ON iUiLD!NG CODE COMPLIANCE O FFICE *+:.CEPTANCE NO Qf -O`6n�• ( 3_ FABRIC A\VNLNG FRA%LE EL SOL Canvas Awning Corp. 7557 N.W. 70th STREET MIAMI , FLORIDA 33166 ANGELO J. G. TIBERY 07 -31-98 BY : 11. 1 03/24/99 GENERAL NO. DATE REVISION ATTACH TO EXIST. BLDG. 1" dia. BACK BAR @ 2' -6" c/c max. (typ.) as per Det. ,fl on Dwg. 1 . NOTE : 1. REFER TO DWG. 1 FOR GENERAL NOTES & ANCHORAGE DETAILS . REFER TO DWG. 2 FOR PIPE & TUBING PROPERTIES . DETAIL (® O UTAM FRAME MEMBER STLEEL PLATE 2" x 4" x 1/4" w/ 2 - 3/8" dia. x 2 1/2" Lg. DYNABOLT sleeve anchors & 1 1/2" min. embedment IN MY PROFESSIONAL JUDGEIIENT AND TO THE BEST OF .MY !Q O\%1 DGE AND BELIEF , THESE PLANS AND SPECIFICATIONS COMPLY WM1 THE APPLICABLE BUILDLNG CODES . ( STATE OF FLORIDA REG. ENG. 43790 ) ATTACH TO EXIST. BLDG. 1" dia. BACK BAR @ 2' -6" c/c max. (typ.) as per Det. 1 on Dwg. 1 OUTARM TYPE 7 MAR 2A1999 n 5 141)LI REG. # 3790 PROFESSIONAL EiML\ZER 1231 S. E. 8th COURT DEERFIELD BCH. , FL. 33441 ( 95-4 ) 426 - 5188 APPROVED AS COM1PLYiNG WITH THE SOUTH LORIDA BUiLDtNG CODE DATE_ 2- 19 BY PRODUCT CON T4A DVS ON iUiLD!NG CODE COMPLIANCE O FFICE *+:.CEPTANCE NO Qf -O`6n�• ( 3_ FABRIC A\VNLNG FRA%LE EL SOL Canvas Awning Corp. 7557 N.W. 70th STREET MIAMI , FLORIDA 33166 ANGELO J. G. TIBERY 07 -31-98 BY : 11. Legal Description Lot 20, 21 and the West V2 of lot 22, Bloclz 81, of MIAMI SHORES SECTION NO. 3, according to the Plat thereof, as recorded in Plat Boolz 10, Page 37, of the Public Records of Dade County, Florida. Certified to: Armando Rafael (.'bats and Yates Edison Fulbright, Jr. Foundation Title Corporation; Attorneys' Title Insurance Fund, Inc. Suntrust Bank, South Florida, N.A., it's successors and /or assigns. 4 ) ` 5' WIRE 3/4" IRON PIPE FOUND 314" IRON PIPE FOUND (V 17. >– Q W O 25 4' F- J Q 0- rv0 (/) erO Q 0 0 2.0 11.5 `t 34.0' N STORY RESIDENCE N #1033 0 21.3' 10.0'l 1 26.4' 0 5.5' 0 (o N 24 1' 9' ASPHALT ROAD 125.00'( D &M) STO AeoiS 0H150 taxi . LOT 21 rn SCREEN r) PORCH PQRCH 1\ 5' CONCRETE SIDEWALK 125.00' (D&M) 24' PARKWAY 20' ASPHALT ROAD N.E. 95 STREET 78 .00' R/W ci 3. LOT 22 3'4" IRON PIPE FOUND N N 1— O J L 0 CC w 0 Z Q W CL 3'4" IRON PIPE FOUND Flood zone: X Panel: 0093 Date of field work 216/')S Completion date: 2/9/98 Survey number: G- 1199 Notes: Property has no visible encroachments. Property has access to Puldic Right -of -Way. Accepted I3y: NOE AGUILiR REGISTERED LkND SURVEYOR NO. 5571 STATE OF FLORIDA FIRST FINANCW. SURVEYORS, INC. 1.1311 �00�f " N Ili N Property address: 1033 N.E. 95 Street Miami, Florida 33138 R4 U r.. °9 r � "•• 9TP ./ q ,:ft �,I , • r 1 �y ITT t f Q � ;T11�:1� � ► � 11ll G L ° /•II1 E I T I if r ?r 9 H 81 1 ,NC " 5[kt NOTES: 1) BEARINGS SHOWN ARE EITHER ASSUMED, PER PLAT, OR PER RECORDED INSTRUMENT. 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON PLAT. 4) UNDERGROUND PORTIONS OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATUM. 6) FENCE OWNERSHIP NOT DETERMINED. 7) WALL TIES ARE TO FACE OF THE WALL 8) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 9) ONLY VISIBLE ENCROACHMENTS LOCATED. 10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LkND SURVEYORS IN CHAPTER 61 ORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLO➢ A ETA "i 'ES. BOUNDARY SURVEY 1 5 11, LEGEND W000 FENCE �»- WIRE FENCE . NAIL 0 PROPERTY CORNER R RECORD M FIELD MEASURED C CALCULATED CL CLEAR ENCR ENCROACHMENT cj CENTERLINE CONCRETE 2 PROPERTY LINE C.M. CONCRETE MONUMENT F.I.R. FOUND IRON ROD F.I.P. FOUND IRON PIPE R,'W RIGHT OF WAY f i L .1 I %i • j • v ii � .. B O U L r. V A R. U , 1 t rr� p�� +�rr'���•.. .� . 1 .I.. I y i .. l i I � ^ LOCATION MAP NOT TO SCALE D.E. U E. FD, P O.H.L. P.P. TX CAN W.M. TEL. B.R. CH RAO N.R. AND AFFILIATED COMPANIES DRAINAGE EASEMENT UTILITY EASEMENT FOUND PLAT ASPHALT OVERHEAD UTILITY POLE POWER POLE TRANSFORMER CABLE RISER WATER METER TELEPHONE FACILITIES COVERED AREA BEARING REFERENCE CHORD RADIAL NON RADIAL 7700 North Kendall Drive Suite 409 Miami, Florida 3.3156 (305)271.3655 Fax 1305) 271.8499 2201 Lucien Way Suite 402 Maitland, Florida 32751 (407)375.1470 Fax (407) 375.1195 Nationwide, 1.800.227•2354 Fax I. 300.227.286) • vv, wv1v, aF, ems,..•. r• tF,�A R.. raN 1•-v+:.. N r4s . 0 ..,.. _,J..�...:..... �:... . gi . � � .., ...� .. . . E HORSEY � A ' e.A. , A [p� ( t4 %TEC 151.._ N 2.. 1°x.: V ,;t la! � , : FIORiOA ',' P1 ' • -3 .t�1. UhAAtr a1 SHIEI P R h .R - 1i a a .•x w.: s 7•P fi. !• A. 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