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'17.4 "...E.1,C %.te S.1 -- r1.4 .■..g .rt • • I :A I' ( TY' 1 41.o' VI-eat? rIACE• 4 U) P This Building prolec requires 00 installation of a nee septic tank & drainfield POLLUTION CONTROL MET?rP LITAN p ADE COUNTY 1 SE AGE InFOSAL FACILITILiS ONLY APPRI,IVEO BY aa" DATE 5 / tz.:4•Efir•A.% rs 4. _A to:_) /1. A sceis 34. ,:o• 1 /4. • gt I'A 1°, A. - - 11'.: 1 -45.2 •:"1-• - TO A 4. &Y Poo' .d i s , 9 4.4 r 1 ; I ;IX r't CS 'JO r..YV10/)::: . 500 4 1 C vt" "3-2.<1 J v T ' .cr 1 II.P:01,4011•41,414 T .11 s." r L c;<j.- Te r . C ' rirr 1 N or Ler:, '14 t n r ft ;;.1 ti2,■-i *44 --•-- - r-- j H - _ .00 gptle-'TAAJK •1- AU em. A‘71 Fooe.„ u gs.e eelk ',;;? act fs , tV4 r tr1.1w4 r$41 rejt %Th )' Ctc occ. 4 F-N,..crh/ f0At..1 ELI . C • • t. et • I. • 44 gral ki.‹% W I Tja Pi/t.1 It. I • 3 ttlet.r) .A:`,4).•3 !-4 4 ,Ci40 !A Mt IL b•l• le 4,1 EA. ' Pao M - - t --- - et' • ,. 1 :1 4 Ft °oil atIMN, - X k1 4,,,c.k114!‘ 3ITE L Yl<2; % I •..1 L2i 1 • /ntixf/t tArits F vi .,,r i t ' 41 O'lti-.0 tf +X, ..r...... >0..4 ...,..,..4.-al. i .....-1.4 ,,,, , L , 7...... ...7"0.1.„ / V- .., 4 ,, 74.4,7--. ■ ? t - - ... , 0 4.4-. 4t-lf., 1-r - ''' -.4''' - - - .- -.-- - - -- - • 1 IT () ("e P4sat 4.4 mit,/ K.) LIAM VI 4 4 c. et..1)4T, - 2 01. 4:41-AN4 r tr..4 • PKPIPsq.1 vfxre.„, 1.4; -C.VY •••-. c c lJ - 341? "it) fc , c..4 Err , 4 3**..) e3 td* 4 ,0" Cr.) \IC rA 334 reelc no 0 • 1 '2' c;' Fs . 1 57, 100.00' 5' SIDEWALK 9.86' --- /210 S.W. 126th. COURT, MIAMI, FLORIDA 33183 PROPERTY ADDRESS: 307 N.E. 99th, STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: LOTS 13 AND 14, BLOCK 40, OF "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. W Z uJ W Z A • ARC DISTANCE. A/C • AR CONDITIONER PAD A.E. - ANCHOR EASEMENT. ASPH. • ASPHALT, 8/C - BLOCK CORNER. BLDG. - BUILDING. 8.M. • BENCH MARK. 8.0.8. - BASS OF BEARINGS, C • CURVE. (C) • CALCULATED DIMENSION C • CATCH BASIN. C.B.S. • CONCRETE BLOCK STRUCTURE C 8.S.W • CONCRETE BLOCK WALL. - CENTRAL ANGLE - PROPOSED ELEVATION 30' F.I.R. 01/2" 0 u) F.I.P. 03/4" LEGAL NOTES CH - CHORD DISTANCE. CH. B. • CHORD BEARING. CL • CLEAR, C/L OR C - CENTER uNE. C.L.F. - CHAIN LINK FENCE. CM E. • CANAL MANTE.NANCE EASEMENT. CONC. • CONCRETE. C P • CONCRETE POST, C.S. - CONCRETE SLAB. 0 . • DRAINAGE EASEMENT, - DEGREES. O.M.E. - DRAINAGE & MAINTENANCE EASEMENT, X0.00 • EXISTING ELEVATION ANIANO J. GARCIA, PLSM. PH. (305) 856 -4566 & (305) 595 -2824 LAND SURVEYOR & PLANNER FAX. (305) 856 -4699 & (305) 595 -1454 11' ASPHALT PAVEMENT x�- 14 -- - X — X - --X- lh- 2 �o 6 ' 9 A lf• —2.45' C. 94 2.40' OL F.I.R. 01/2" (PC) • 7) 38.79' STAIRS LOT 13 BLOCK 40 F.I.R. 01/2" (PC) r THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE 10 DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICA- TIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS CR EASEMENTS OF RECORDS. LEGAL 0 S CRIPTION PROVIDED BY CLIENT. THE LIABILITY OF THIS SURVEY IS LIMITED TO THE COST OF THE SURVEY. UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN.TMS FIRM HAS N ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS AND /OR UNDERGROUND IMPROVEMEN1 Of ANY NATURE. IF SHOwN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. IF SHOWN ELEVATIONS ARE REFERRED TO N.G.v,D, OF 1925. DIST. • DISTANCE- IN. & EG. E. • INGRESS R DR. - DRAM. EGRESS EASEMENT. DR, w. - DRIVE WAY, L.8. • LICENSED BUSINESS, E - EAST. L.F.E. • LOWEST FLOOR ELEVATON. ELEV. - ELEVATION. L.M.E. • LAKE MNNTEN NCE EASEMENT, ENCR. • ENCROACHED. LN. • LANE. E.T.P. • ELECTRIC TRANSFORMER L.P. - ECHT POLE. F.D.M. • FOUND DRILL MOLE (IA) - MEASURED DIMENSION, FY' . E. - FINISHED FLOOR ELEVATION. - MINUTES. F.H. • FIRE HYDRANT. MA. DR IE • MONUMENT LINE. F.I.P. • FOUND IRON PIPE. MON. - MONUMENT FJ. R. • FOUND IRON ROD, N • NORTH. F.N. - FOUND NAIL. NA.P 0 - N0T A PART 0F. FT. • FEET, H," • WOOD FENCE. 3F4E - CHAIN UNK FENCE. Ema • C B. S WALL. 15' WIDE ALLEY kAtal .0 IMO LA. 27.88' IOW 22' ASPHALT PAVEMENT N.E. 99th. COURT 'DATE OF FIELD 09- 27- 2004�`C�ERTIFIED TO: REVISED 02 -06 -2006 REVIS - ON 100.00' 22' PARKWAY (75' TOTAL R/W) THI ERTIFIES THAT THIS SURVEY OF THE PROPERTY RIBED HEREON WAS MADE UNDER MY SUPERVISION D THAT THE SAA4E I IM ' CHNICAL STAN DARDS A .I: +- L0 IDA 90A. H OF SURVEYO• AND MAPPERS IN CHAPTER 61CI 6, FLORIDA ADLLNISTRATIE CODE, PURSUANT TO SE;TIO 422.027, FLORIDA STATUTES. ,` ANIANO J. GARCIA P.L.S.M 5105 OT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGEND AND ABBREVIATIONS N. G.V.D. • NATIONAL GEODETIC PL. VERTICAL CATUN. P/L N,1 S. - NOT TO SCALE. P.L. N0. OR / • NUMBER. P.L. 0.E. • OVERHEAD UTILITY LINES. 0.n. - OVER HANG. P,0 0/5 • OFF SET. P.0 0 R.B. • OFFCLAL RECORD BOOK. P.R PB. - PLAT BOOK. P.R P.C. - POINT OF CURVATURE. P.C.C. - POINT OF COMPOUND PR CURVE. P.T PVMT PG, - PAGE. PLAN P.C.P. - PERMANENT CONTROL POINT. RECORD SURVEY SCALE 1 "= 20' • PLANTER OR PLACE. R • RAD • PROPERTY ENE. (R) R 5 • PROFESSOWL LM) SAVOR. RID, • 5.K • PROFFESSKNVE LWD R0. - R SURCOR 44 MAPPER RES. - B. - POINT OF BEGINNING. ROE. .C. • POINT OF COMMENCEMENT. R.L.S. • .C. - POINT OF REVERSE CURVE. .M. - PERMANENT REFERENCE R.P. - MONUMENT. R.R. • R OP. COR. • PROPERTY CORNER. R/W • • • POINT OF TANGENCY. 5 • SOU - PAVEMENT. . - SEC - PARK -WAY. SEC, • Q F.I.R. 01/2" —ON PL LOT 15 BLOCK 40 0 0 L 0.15' F.I.P. 03/4" ORDER NO. 04 -1819 !US. 5.I.P. • SET IRON PPE (CORDED DIMENSION. WITn CAP P.L.S 5105 RADIAL. S.P. • SCREENED PORCH. GAD, 5T. • STREET, RESIDENCE. STY. - STORY. RANGE. 5.W.N. ■ SIDE WALK. REGISTERED LAND 1 • TANGENT, SURVEYOR. TWS. - 10wNSH1P. RADIUS POINT. 0 E. • UTILITY EASEMENT. AR ROAD, MP. - UTILITY POLE_ RIGHT OF WAY, UTY. • UTITLITY. Tn. w • w(ST, ONO5 WF, - w000 FENCE SECTION. W.M. • WATER NETER. W.V. • WATER VALVE. 7210 S.W. 126th. COURT, MIAMI, FLORIDA 33183 I t or,* 1 %-- X -- X X --- X--- X • --_ P I I /c 1 38.79' I I 1 EN 50' .lam! ♦w " ♦i V. tO , BLOCK LOT LINE LOT 14 r � � ♦ , B LO 40 ♦♦♦ F.I.R. 01/2" (PC) A L T`. S 9. 2.45' Cl. 27.88' LOT 13 BLOCK 40 20.7' METAL, ROOF SCRE94ED I\RCH 7 STAIRS 10.5 2' • RESIDENCE X I # 307 /1)0/ v /\ W/ CONC. I . R. 10 Q 01/2" (PC) 11 ,11 i A, LO ST F.F.E.= 10.07' /NEXT I F.F.E.-7- 12.47' X / ^v /v / \ / 5' SIDEWALK CONC. ti A/C 2.9' ,\ 9 -9.86' 18.52' ' 1l' 0 ; O PROPERTY ADDRESS: 307 N.E. 99th. STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: LOTS 13 AND 14, BLOCK 40, OF "AN AMENDED PLAT OF MIAMI SHORES SECTION NO, 1", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. REFERENCE BENCH MARK: DADE COUNTY B.M. NO. N -397 ELEVATION =9:80' N.G.V.D. 1929 RECORD SURVEY SCALE r= 20' D c) A . ARC DISTANCE A/C . AR CONDITIONER PAD. AE. - ANCHOR EASEMENT. A5PH. . ASPHALT. B/C - BLOCK CORNER. BLDG. • BUIIDINC. B.M. . BENCH MARK. B . B. - BASIS OP BEARINGS. C • CURVE. (C) • CALCULATED 0:MENSiON.. C. • CATCH BASIN. C.B.S. • OJNCRETE BLOCK STRUCTURE. C B. S.w . CONCRETE BLOCK WALL • CENTRAL ANGLE, • PROPOSED EEVAJON. F.I.R. 01/2" 30' F.I.P. 03/4" BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL. EMERGENCY AGENCY REVISED ON 07 -17 -95 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN: ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NUMBER 120652 PANEL NUMBER 0093 SUFFIX J LEGAL NOTES CH - CHORD DISTANCE. CH. B. • CHORD BEARING. CL. • CLEAR. C LLF � A CHAN UUNK FENCE. C M. • CANAL MANTENANCE EASEMENT. CONC. • CONCRETE. C.P. • CONCRETE POST. C.S. • CONCRETE SUB. D. • DRANAGE EASEMENT. • DEGREES D.M.E. . DRAINAGE 0 0ANTENANCE EASEMENT. X O.CO • EX/STING ELEVATION. ANIANO J. GARCIA, PLSM. PH (305) 856 -4566 & (305) 595 -2824 LAND SURVEYOR & PLANNER FAX. (305) 856 -4699 & (305) 595 -1454 11' ASPHALT PAVEMENT THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. O NSRUMENT OF THE ABSTRACT S, IF ANY, AFFECTING TITLE TO E TO D CTI G THE PROPERTY. THIS SURVEY S SUBJECT TO DEDICA— TIONS, LIMITATIONS. RESTRICTIONS, RESERVATIONS OR EASEMENTS Of RECORDS. LEGAL DES- CRtPT1ON PROVIDED BY CLIENT. THE LIABILITY OF THIS SURVEY IS LIMITED TO THE COST OF TTEMPTED T O LOCATE FOOTING AND /OR F OUNDATIONS N AND /OR F A MPROVEMENTTS OF ANY NATURE. IF SHOWN, BE.h,RINGS ARE REFERRED TO AN ASSUMED MERIDIAN. IF SHOWN, ELEVATIONS ARE REFERRED TO N.O.'V.D. OF 1929. DIST. . DISTANCE. IN. 4 EG. E. • INGRESS 0 DR. • DMA. EGRESS EASEMENT. OR. w. • DRNE wAY, LB. • 0CENSED BUSINESS. E • EAST. LF. 0 • LLwEST FLOCK 000,05CN ELEV. - ELEVATION. LM . • LAKE MNNTE'ANKI CASEMENT. ENCR. • ENCROACHED. LN, • L.ARE E.T.P. • ELECTRIC TRANSFORMER LP. • L1OHT POLE. F D.N. • FOUND DRILL HOLE (M) • MEASURED DIMENSION. F E - FINISHED FLOOR ELEVATION. MINUTES. F,H. • FIRE HYDRANT. F.I.P, • FOUND IRON PIPE. M/L K ' MONL'MEM 'JNE. MOH. MONUMENT. FLA. • FOUND IRON ROD. F.N. • FOUND NAIL N • NORTH. FT - FEET NAP 0 . NOT A PART Oi, 3E —>f CI-AN LINK FENCE. 8000 FENCE. ® - Ca S WALL 15' WIDE ALLEY 100.00' 22' PARKWAY 22' ASPHALT PAVEMENT N.E. 99th. COURT (75 TOTAL R/W) O 5 INISTRATTVECOD DE E, PURSUAN Ti OER 61C1 ORIDA STATUTES. THIS CERTIFIES • T THIS SuRvEY OF THE DESCRIBED REON WAS MADE UNDER AND The HE S O( a► _ ' Si.''_ DATE OF FIELD WORK 7 -Y01J REVISED ON REVISED ON N.0.8.5. • NATIONAL GEODETIC N.1.5. • NOT TO . DATUM. NO OR / • NUMBER. 0 E. • Ov1:7LREAD UTILITY uNE5 0.M. OVER /TANG. 0/S • OFF SET. 0 A.B. • OFTICLAL RECORD BOOK 08. . PUT BOOK. P.C. • POINT OF CURVATURE. P. C,C. • PONT OF COMPOUND CURvE. PG. - PAGE. P.C.P. • PERMANENT CONTROL 0F FLORIDA 472 . 027, ANIANO J. GARCIA P.L.S.M 5105 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A cLOPIDA LICCNSLD SURVEYOR AND MAPPER CERTIFIED TO: PL. • PLANTER OR PUCE. R • RA • PROPERTY UNE. (R) PALSY 1'OR. RAO' R0. P.0 8. . POINT OF BEGINNING. ROE P.O.C. . PAM OF CCMMURCEMENT, R.05. P.R.C. . POINT OF REVERSE CURVE. P,R.M. . PERMANENT REFERENCE R.P. MONUMENT, R.R. PROP, COR. • PROPERTY CORNER R/0 P.T. • POINT OF TANGENCY. 5 . PVMT. • PAVEMENT, PWY. • PARK NAY. SEC. POINT. F.I.R. 01/2" -ON PL LOT 15 BLOCK 40 0.15' F.I.P. 03/4" ORDER NO. 04 -1319 RADIUS S.I.P, • SET IRON PIPE • RECORDED DIMENSION. wRH CAP P,L5 5105 RAO:N.. S.P, • SCREENED PORCH. - ROAD, ST. • STREET. • RESIDENCE. STY, • STORY, • RANCE S.W.N. • SIDE WALK. • REGISTERED LAND T . TANGENT, SURVEYOR. T'MS' - TOWNSHIP, • RAD • S POINT. U • UTILITY EASEMENT, RAA, • G T OF WAY. UTY. • UT POLE. RI SOUTH. w • WEST, SECONDS. 8.F, • w000 FENCE. • SECTION. WM. • WATER METER W.V. • WATER VALVE. t. • O 5A1■4 rrArc."Y 01 (Tt..:0*SAIM ■Jc, 1•4:44 LL/ 0! . 6 '? ti 131 t - 01 • Jt. '9 1) a 11 /7 1 A , 1.11/431. N 19 1111111 1 11 t..10•1 atzoos • 4c$ 11 • ■ 1L 01.fr tat r 1 20* . I J ti* 1 r P--2,4c3r7 P f) 2 e .1 qC,e4 1 raANICFL1 'F /VA /. 01 rit, 'e,r• sot tJ, t 4 0.4K,A4 Of" a ic 1 u 3 4 i r is, 1.itti, r Tr:. 14 14 F Ir1C.:st•ti 1,1/4"../r Li.' 4 .7-1 4 tsitt Rtr_.)01 t 1 ,,x)N.1.144144, 101 -A< &.4. ;kV ...!( ov4 rP d J 2 1 1% st. eas A A OK 4,14 CrO.f Fv4 r.,,10,4titY it F:44 kscr' 1 r t Kt • ter,1q.ctf-w 1.) • VV. , si* t$ 011..itt..;c1:4 aik1•3`1' -- „_, „ s _____ rzAs 1,-1 IL •4•11.t. AO. • C kr.C. TA* 04 4. 3I4 1 c KMvrt ra‘e., "A;•.).400 o$J F.:54ttsrd t2 fa%) ALL COS) 'TO cf.,q CO va oc, f), 1111)1 St •-• 3 11. • '2 .A7c: uuFr 2.4 4/A t_ .- , r il r' _1_ 41 /51•414-- L•flar, 1 4 rcsr4A- t•A Gwr FoAL QS% 3 to t •-4 tst-i c, Y 11IT nrriVil ' ""t ":14.1•4 , • - -4/ - --- • . ,.. -77 . ,-.--75.. s..-- - 7 7" . -- . - . 0 ..'"- *--. 4 . , rb •11 - - - . - . . . F& ,...--- - •, - . 1 - • . . . _ . •IW, o a. "2 'J' 1 4: • ILJ s.ct K T'sle F • , . 4 't 4 1 sJ '2.1nr...) 4 M c-• vr/ Cs/ / ./R„.C."*.s ectfAX.E.sTre-S ret t / 81.1. Vsk.1 V tic CS' Ar 1-0'J ;00‘, r )c,7:tarAt \ Ls-4:1 / r Ws; : ' V : - ; fs-r 4 V - - 1 , ' I 11 4 , 1 3 FC f. . '0 4 1 4 c .,:o v<A ` fit` 3 2..2.ov 4/c c. • G. • • 1 . *.3 0. 4 ‹Zrcr.;•• LP .4 c • - • I 1 uckv3re .1$ w(1l4ste F:10414.4.4 )01 5 `42' - - N Pvt( L# 4 P() "?. OA, Jt t t`) f .0" K 44.13"02 7„( it4CVW hi t41 ki '8 '9 ),Mtst V.t.r ' 9 F r t it t.Al.AT 1 ,4; . 0 0 , rzuto kit z i' - 11 0 • 'o ' r - t*, - - vas 4.1 s r 'tf r 1 A's, l CA - CX-- et "1 s 1" I f=9 1 ( r t rxA.41 "4<.>3c. 4 Els cx.:4..rr '4.// f c•-• 1.1 !=ig < s(/' t'S 1 4 L- - N Z0% I ' 2,4 • A CoLio. 3 0- 2a. 12,.. 11 4- '1h VivA. t. • • I r 7.I� CX,q• (tt., ..!! Atteit..or S4.)" d x 11 se A' srA,k • 1 r r< t-: r 1 3 4 . "ca o '9 4-- ! 'h �p�‘a I jj t j_ ` • , i' • A _ 9. . I: - f 1 6 .. 6 f - 1 q4 ;4 a -4 "te „ ... ?. 2 , / � t _l 1- t t 9 2S -s- 11 t ,2 .,, i t pp • LAS` 1 re,/;`, /•pr . . . ? " 0 " f i g o ^X ya r t f �'t /OENC.',•C 4;e9 'v I/' •E. CV ,4 - Ip i /3, '/4 -- 9L *:. *44 -,/fc k1 - 11 °r l•...524fs C -.E'W/ r-E T' J X 8.57 Ak,* 9WZ1/. Vr.7 4`t2'. ✓!ir ;. i:Ml'e i NOTE: ALL MEMI3ERS NOT MARKED ARE /A J L (3 d- /. i Su PPolt1 6(?4ii .6 - Fll3 ERG LASS ROOF 1 D ildin pl Mores ill y know' d •;�scific.i `ndicated herein , �� - �- reiru+3reea�- s! «el;-s??� y arning, P''� nhing, electrical wiring and roof ft&.rh, .ar be soncttat.ed before inspection. RMII *>'. EXISTING u» L. t� Ex isTwr. L _. C3 tB SCREEN ENCLOSUf+E MR, D VO f /EES 3o' //YE:. ? /"'-5 Y ALMA SCREEN PANELS 2540 N. W. 38th Ct. MIAMI � s f r , ir, *lee act to bui ricilEand :r'e aao.k...s> . , 3- cads- ppro Imbi+ ge. e of Ze Arc) ell b!rilding itect and builder reaulati ..;r4--.� ere chn : )ns._ ,,... NOTE: ALL MEMI3ERS NOT MARKED ARE /A J L (3 d- /. i Su PPolt1 6(?4ii .6 - Fll3 ERG LASS ROOF 1 D ildin pl Mores ill y know' d •;�scific.i `ndicated herein , �� - �- reiru+3reea�- s! «el;-s??� y arning, P''� nhing, electrical wiring and roof ft&.rh, .ar be soncttat.ed before inspection. RMII *>'. EXISTING u» L. t� Ex isTwr. L _. C3 tB SCREEN ENCLOSUf+E MR, D VO f /EES 3o' //YE:. ? /"'-5 Y ALMA SCREEN PANELS 2540 N. W. 38th Ct. MIAMI 2" x a" x7/8" a0GL2 2" x a" x 1/8" ANGLE LSE 3/16" X 2i ,N,,/ STAINLESS STEEL LAG SCREWS 18" C.C. FACCIA.. OVERHANG. AND WALL FASTENERS ALUMA SCREEN PANELS, INC. 2540 N.W. 38th COURT MIAMI FLORIDA a -}" RIVETS OR THRUBOLTS USE 2 x 2 x i/8" ANGLE WITH TYPE 3 & 4 COLUMNS 1/8" BENT PLATE USED ONLY WITH TYPE 6 COLUMNS TYPICAL COLUMN CONNECTION ( "I" BEAM) AND ROOF CABLE CONNECTION ( I At 0 TYPICAL INTMMEDIATE ROOF PANEL CABIN IN A BOX BEAM O ICE. MIN. TYPICAL COLUMN CONNECTION BOX BEAM SEE COLUMN SECTION FOR ANCHOR DETAILS. 4" CONCRETE SLA 8° x 8" TURNDOWN — FOOTING WITH 6 "x6" x 10/10 MESH TYPICAL FASCIA TO BEAM CONNECTION ( "I" AND BOX) trra LT ALL EYEBOLTS 5/16 X 3 } SEAM WELDED EYE, MIN: B(;EANINO STRENGTH " LAG SCREWS. USE BAR USE AN 1020 SHIELD 7N MA30 X 2} # CONTINUO JORDAN t:ARY. SUS 4 ^ x 13/4 " 1/8" CHANNEL }" THRUBOIl0S i1-- MIAMI 2 x3/8" ANGLE •" LONG TYPICAL WALL CABLE CONNECTION "I" AND BOX BEANS TYPICAL FOOTING 2 NICROPRESS OVAL CABLE SLEEVES MIN. 5/32" CABLE USE 18-2-0 3./ N 8" CABLE USE ALTERNATE CC RNER CABLE DETAIL 5/16" X 21" LAG SCREW 11$$ SEE REMARKS O INTO JORDAN 1055 5HIEI.D COLUMN P. a WITH WAS _TR MBLE. L /8" 81 —1T COLUMN SECTION 2. }" X 2}" LAG SCREW IN JORDAN 1020 SHIELDS 2" CABLE BREAKING STRESS H - -' 8 CARR SMITH Oi ASSOCIATES CONSULTING ENGINEERS FLORIDA WALL CABLE SCHEDULE PROJECTION TYPICAL SCREEN ENCLOSURE DETAILS DRAWNt GI & DS DFTg ?ULY96; SHEET I Q? 3 TYPICAL COLUMN CONNECTION BOX BEAN TYPICAL CRAM RAIL 1" x 3" x 2 "X 1/16" COLUMN COVER TYPICAL INTERMEDIATE ROOF PANEL CABLE ("I" BEAN) 4-410 x }" 5M8 CHAIR RAIL SECURED TO COLUMN V12 #10 x 1}" Sae. TECO TYPE "B" CONNECTOR 8 88. JOI5T. TECO TYPE B CONNECTOR ALTERNATE FASCIA CONNECTION 1 -344" x 1 -3/4" x 3 LONG x 1/8" THICK CHANNEL CABLE BREAKING STRESS . 18004 PROJECT ONS OR SS REX ABLE I OF IN EACH DIRECTION DESIGN CRITERIA: DESIGN TEST LOADS FA9TENERSt 3 x ULTIMATE ROOF WALLS 7.0 P5F 10: PEP. ULTIMATE SIDE WALLS 13 19. ALUMINUM BEAM3t MIN. RECOVERY FROM TEST 8o EXPOSEED� FASTENERS SHALL BE NON .-MAGNETIC STAINLESS STEEL OR ALUMINUM ALLOY 2024 -04. NOT - EXPOSED FASTENERS MAY BE OF 280282I0 508081833 STEEL. CABLE HARDWEAR MAY BE HOT- DIPPED GALVANIZED STEEL. ALL SCREWS UNLESS OTHERWISE NOTED ARE 010 X in STEEL 9N9. ALL BOATS UNLESS OTHERWISE ALL ANGLE 83 * " "9 OTHER AIS C ED 1/8 . OF ALLOY CSU SCREEN ENCLOSURES LOSUFERE 9 WTTR TNO OR MORE FREE—STANDING CORNERS REQUIRE WIND BRACE.. INGI WALL CABLES DEB. SCHEDULE AND ROOF CABLES AS REQUIRED BY ENGINEER. ROOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL 60% OR GREATER OPEN. THE ADDITION OF SOLID ROOFING OR SIDING SHALL REQUIRE ENGINEERS APPROVAL. LATCHES ON DOORS OF SWIMMING -POOL ENCLOSURES SHALL BE 66" ABOVE THE THRESH. HOLD, SHALL BE SELF- SATCHING,'SELB- LOCKING AND MOUNTED ON SELF - CLOSING DOOR. IT SHALL BE DETERMINED THAT THE EXISTING STRUCTURE CAN SAFELY SUPPORT THE LOADED SCREEN ENCLOSURE. PRINTS FOR BUILDING PERMIT PURPOSES IMPRESSED VALID LFAL0� WHEN THE ACTUAL PRINT 13 SIGNED BY THE Bay RIVETS ARE .250" E SELF EXPOSING. U9 16900 IN SHEAR. SCREWS MAY BE USED IN SHEAR. 4D 5D ■ 53 EN 1 ALLOY 6063 -15 6063 -T5 6063 -T6 6063 -16 6063-T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6o63 -T6 6063 -T6 6065= 6 6063 -T6 6o 63-T6 6063 -16 6063 -T6 6065 -16 6063 -16 6063 -16 6063 -T6 000 ®® ®m 1.00 2.00 .040 . 04 0 2.00 2.00 ,0 .040 4.00 2.00 1.00 .064 6.00 2.00 1.00 .140 .062 .140 7.00 2.00 �. .200 .070 .. IN �� __: � 2.00 _ j i U i 1 ° 1 .050 104 © 6.00 2.00 .180 060 �-tle 15. -3" 1 6, -1 . 2 3' -3 2 4' - 7.00 2.00 11111 .S0 .060 -_ no El El 7 00 z.00 .2So .o6o ® .078 �EE� --__- 3. 4.00 3.00 .088 .060 3.30 7.65 3.30 .115 3.50 7.7 3.zo .110 4.00 8.00 4.00 . 4 9 85 •135 .096 4 50 10.00 4.00 140 . 096 PM-a d 2.00 nom' nom .066 .066 .076 .073 .070 .076 .o65 5r-0. 1. 2. b IDENTIFICATION TYPE 13 Y.S. DIMENSIONS MAX. BEAM SPANS 3 3 ' - 8 52' -6 35' -1 8r -o 16' -8° 6' -0" 1' -6' MAX. COLUMN SPANS C.C. 1' -10 12' -2" 1 - 1 ' 13' -8" 8 ' -9 9' -3 -1' 121-6' 107.,2' 17' -1" 26' -0' 32 1 11 1 1 HRUB0 LTS REMARKS COLUMN USE A3 OTHER THAN SECONDR MEMBER REUIRES ENGINEER 3 APPROVAL DO SIDES ® ` 24' o. c, VINYL DIVE CLEAT OR .023 ALUMINUM CLEAT 2 s03 ® 24' o.c. FOR SPAN3 GREATER THAN USE }' X 2' LAG SCREWS c c CONACTOR LUST, AT ALL T1ME3, BE ABLE TO VERIFY ALLOY AND TAMPER�O TR F ALUMINUM BEING USED. 606-r6 ALUMINUM ALLOY BEAMS WILL BEAR EXTRUDERS IDENTIFICAON MARK STAMPED 1 -FT. FR0M EACH END OF BEAM. POLLOWING vffiEN SCR.F'EM: RKS A'PPRO E 8ON 606 -T6, ME 63 -T6, JALEX 6 063 -T6, and GAE 6063 - T6. T0IJIESSES ARE IN INCHES, YIELD STRESSES FROM MAXImUM RS IN 0183. BEAM; SPAN. ?RAVES FOR BUILDING PERMIT PURPOSES ARE VALID ONLY WLIEN TNN ACTUAL PRINT I3 SIGNED BY THE ENGINE111 OVER HIS IMPRESSED SEAL THICKNESS OF .050" AND LESS ARE MINIMUM; GREATER THICK E SSES HAVE TOLERANCE CF 2 .006 ". AWMA SCRN PANELS INC. 2540 NW 3th COURT MAMI FLORIDA BEAM AND COLUMN SCHEDULE TYPICAL SCREEN ENCLOSURE DETAILS CARR SMITH & ASSOCIATES CONSULTNG ENGINEERS 44 -_ 5 ,-i0, 34' - 37' -3" 43' -3 " I a - 45' - 2 „ �� FLORIDA F 09 T 2 4 USE EITHER CLIP CONNECTION DRAWN. D.S. _Dm JULY 1 6 6582 SHEET 2 of 3 res F 1 TYPE 6 AC AC AC 0 c 10 AS AS AC 0 AS AC AS 11 IN JORDAN 1020 SHIELDS. AC 14' -1. 8 ' -5 �� 10,_7 r • * # _ , = • 1,' -tr f '(0 1:44 I:1.1_401 • ir 7 .....: :. , ' z.i.:......, A s -- ei- - ''l 2.-_:.:.4---:-: „r- ;';:y .•.. „,....- •.,.. • ',...,....n.ar .':.%1;:!;:r. 4.4 „, . .,. • I Oftet ...rt-7, 7. . -'' ' ,-'! A ' 1 bi i j '.', . '.,; , .. 14. ...:' , .• -: ' ...,:. kip A A : ;, -; ,,,, i•I 4 i4 .:.".....;:tify- 't' , I P1.14 " 1 1 1 4 e I ' • A,q fi . i s0 ^B3 s Yff :,4 . I� - +J77 Sl fif3 �t _ ' rt $. fc. ' r. t•r•r ... .Gitri 4 • •4 F • ,► t A `.t • t6'IJ/ `.51 t € 4 T // '2 .t } } .. i S :robe rsN • _ .176 /4J . T 7f./ c: J ,�# .I) /► 4 cn i! 3 ail. ," ✓rH . . . * • /. r /l'' f A *fa e,Iepn?� 4L'rft4 /r 7 • . � + ^ � _ Gro . ( 1 Ti, d 1 t3" Y)'.i o . y,a } -s 7��� '(, l: /I s • !J / , //' / ✓sr<s ! a .s' ` /2 "r / ci,!' /4 -.' :'1 . i/i 3 ///'.iS „ . ...vw ^-. }cr CAR 'P eke. - arP T.'✓. t 4'/. t i • .../,',./.:1/4•0 ✓4rce s • //a o f /.rd / /)6 ve?O I. • I. r t . ,,;/ e` /?r/ '.ad $ i`• . - r•j ^� . e , ''t� l - 6L,� ?;4;,-/e4-.. k L1/ 47ri • ; ,,A9, z, , �,y?.-i /r: -�.• r . - as/ 2 a ' :vir .6 #4, w Z w Q 1- 2 co uJ Z z w a 30' F .IR. 1 01'2" °9. )7 3, j -2.45• CL u� 17% 7 27.88' 9 ,• t4.0 s• • •SP LOT UNE LOT 14 ,BLOCK 40 RESIDENCE #307 •• .44 ■ 10.5 J • 38.79' LOT 13 BLOCK 40 ME SCREE STAIRS .I.R. 01/2" (PC) 20.7' AI R 00F Ed ORCH LO ST F.F.E.= 10.07' NEXT FIIIGHER F.F.E. = 12.47' CONC, 1I 0I 5' SIDEWALK A/C 2.9' 185 2*,` '-' ' F.I.P. 03/4" 11' ASPHALT PAVEMENT AcH I ,, a � - 15' WIDE ALLEY 100.00' 22' PARKWAY 22' ASPHALT PAVEMENT N.E. 99th. COURT (75' TOTAL R/W) CONCRETE MASONRY WALL NOTES ALL MASONRY WALLS CONSIST OF 8" CMU WITH GROUT FILLED CELLS AT 48" & 1 # 5.: Fm= 1500 PSI PROVIDE # 8 ( 9 GAUGE ) LADDER TYPE HORZ. REINF. AT 16" O.C. TYP. FILL REINFORCED CELLS WITH GROUT HAVING WITH MIN. 10" SLUMP. STRENGHT F'c= 2500 PSI COMPLYING WITH ASTM C476 MAXIMUM LIFT UNBRACED 4' MAXIMUM POUR HEIGHT 10' POUR MASONRY CELLS PRIOR TO THE TIE BEAM CONCRETE POUR F.I.R. 01/2" --ON PL LOT 15 BLOCK 40 0 • 0.15' F.I.P. 03/4" 144) Pa`'W P/Zt4wT( t�'►� rAfLlh{'V1 �- L- 4 � 1r`f - 10 - i '2 14, elm 1 4� II , ati Ho- r.A.{° 111 1' , ' °�' r • I41 10 1 0 - -- WW1, t t '1- p,4 OP I* p/21vyLo'( 1 t 67 eolyt 1P 'Aig142 I4 II I� N ' ( Igo p1e''1N4 1 c 1 ) GGl`G - root* 11 t1 DEMOLITION GENERAL NOTES AND SPECIFICATIONS: HE FOLLOWING NOTES APPLY AS REQUIRED TO THE SCOPE OF THIS PARTICULAR PROJECT. I. DASHED LINES ON THE DEMOLITION PLAN DENOTE EXISTING ELEMENTS TO i3E REMOVED. ALL 'DEMOLITION WORK 15 TO COMPLY WITH THE REQUIREMENTS OF THE SOUTH FLORIDA BUILDING CODE, AND ALL OTHER APPLICABLE CODES AND REr ii_AT IONS. CONTRACTOR TO COORDINATE DEMOLTION TO PREVENT INTERFERENCE WITH NEIGHBORS AND OWNER. PRIOR TO COMMENCING THE DEMOLITION WORK THE CONTRACTOR 15 TO EXAMINE AND BE COMPLETELY FAMILIARIZED WITH THE EXISTING CONDITIONS. 5. THE CONTRACTOR 15 TO PROVIDE A DUMPSTER TO REMOVE AND DISPOSE PROPERLY FROM THE SITE ALL DEBRIS, RUB815H, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 6. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY QUERIES REG,4RDING THE DEMOLITION. 7. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ITEMS WNICa ARE NOT NOTED 1O BE REMOVED, BUT WHICH IN DOING $0 WOULD ESE NON - ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS AND WITH TIRE NTENT OF THE PROJECT, 8 CON`RACTCR TO PREVENT DESTRUCTION OF EXISTING AREAS FROM NEW CONTRUCTION, IN THE EVENT OF DAMAGE, CONTRACTOR TO REPAIR OR REPLACE DAMAGED AREAS TO MATCH FINISH OF NEW CONSTRUCTION AT AT NO ADDITIONAL COST TO THE OWNER. /GI =' Il.oll THE GENERAL CONTRACTOR SHALL ENSURE THAT THE JOBSITE IS LEFT CLEAN AT THE END OF EACH DAY, AND THAT ALL DEBRIS IS DISPOSED OF LEGALLY. LAP 30 I fl X 2►1 ri rz 74: L/bc v .1 , r 1w1/ 1 ; 1 11 , 4 1 r7 _ �! /Y° ,�M' D 47m6,,,,-f/10144 ; j � � �' /i�r� 1�2�I�' 11, Iti IffleLKA. 1\rtl(°16111'f-*/[?efl4t4jifr-, �P IMq GO W /�cGTI�F xl - 1 pow *oalG d G I j 1 1 - -- �,rV/ �'p I�0g 1 D�'� i� k tf F a d {D r '4d 1/2.!!- I I-•p l l ANGHOR DOOR J AMB TO BUCK WITH *10 FLATHEAD NON -CORR WOOD SCREWS 2' LONG a EA. HINGE A5 PER PRODUCT APPR O Hp $LA' W A - Irk .i K \-\ L`, ,1 1 -1 Xlh' 6r0N UJOOD TRIM CONTINOUS SEALANT CAULKING TRIM MOULDING I 1 I" X 4' PT WD BUCK CUT TO FIT ANCHORED TO MA5 WITH 1/4" DIAM TAPCON a 3" FROM END 4 g?' O.C. TO PROVIDE A MIN. CONC EMBED OF 1 -3/4' (TYP. FOR S.G.D.) 1" X 4" PT WD BLOCKING ALL (4)5IDES CONT. DOOR JAMES DETAIL SCALE: 1 -1/2' = 1 -0" STUCCO FINISH FILLED CELL AT JAMB (TYP) 01 /1J 1 OR CMU or 1[ IIIIIHIKJW E .1/1(.:••••• , ' [ f4P RO ✓ED S 2235 3 1 N(; 0? S'R'!,TUR „L 1. 1 ELE TR :c.1, 1 PLU'v1;,,tJ; ft t .�, MOINO /FERNANDEZ ARCHITECTS Architecture Interior Design Retail Design Space Planning 15552 SW 15th Street Davie, Florida 33326 Phone: (954) 554 0708 Fax: (954) 424 9137 Florida Registration #AA- C001918 U a 1 ‘.0 , LLI IL L .MH tktq.t 'r MATE /ND COUNTY RULES Af D ILI t LlJ W DC co M co m o L I LL U7 a) o wti Z C