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Application and Supporting Documents
City afMiani Flaming Deparlm rt & Oil c of Zoning Exception Request Ntuther httpJlwww.rniamigoe.con1phnning Application PZ-23-17001 jggyi/www.niarrligov.comizotkg grail eplanpz &n iamigov.com Plaming (305) 416-1400 Zoning (305) 416-1495 SUB:TITTER INFORMATIO First Name:: Email: JORGE Last Name: abreohomasinc@yaboo.com ABREU PRIMARY APPLICANT INFORMATION First Nance: JORGE Last Name: ABREU Corporaiiorc ABREU HOMES INC Address: 6660 LAKE BLUE DR City: MIAME LAKES State: Florida Tip: 33014 Email: abrethorrusinc@yahoo.com Phone: (786) 389-3040 PRIMARY OWNER INFOR: IATION First Name: JORGE Last Name: ABREU Corporation: 506 LUCKY START LLC Address: 6660 LIKE BLUE DR City: MIAM LAKES State: Florida Zip: 33014 Email: abreubonnsiic@yahoo.com Phone: (786) 389-3040 Reject Name: 506 LUCKY START LLC Project Address: 506 SW 8 AV Unit Number: city: Mann State: Florida Tip 33130 Master Folio Number: 0141380060210 SIGNATURE That under the penalty ofperjury, I declare that all the irfbnration contained in this pemiit application is actuate to the best of my knowledge. • That NO work or itstallation wi11 comrivnce prior to the issuance ofa badirg permit and that all work will be performed to tit the standards of all laws regularingconstruction and wring in this jurisdiction • I will, it all respects, perfmn work in accordance with the scope of the petit, the City of -Miami's codes and all other applicable laws, regulations, standard and ordaaances, • That all information given will be aceurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. • That separate permits may be required unless specifically cord with the submttal of this application. • That there maybe additional pemits required from other entities. • Fees shall be paid prior to the review and wale c of tlx permit, as necessary. • Pemit fees are non-refundable APPLICANT INDEX OF DRAWINGS General Notes A-0.1 Site Plan A-1.1 Site Plan A-1.2 Floor Plan A-2.1 Roof Plan A-2.2 Reflected Ceiling Plan A-2.3 Schedules A-2.4 Elevations A-3.1 Elevations A-3.2 Building Sections A-4.1 Building Sections A-4.2 Wall Sections A-5.1 Wall Types & Details A-5.2 Bathrooms A-6.1 Bathrooms A-6.2 Stairs A-7 Tree Disposition Plan L-0 Landscape Plan L-1 Boundary Survey V-1 Paving, Grading and Drainage Plans C1 Paving and Drainage Details C2 Water and Sewer Plan C3 Water and Sewer Notes C4 Structural Plan S-2.0 Structural Plan S-3.0 Structural Plan S-4.0 Structural Plan S-4.1 a 1 3 1 1 1 GENERAL NOTES ABBREVIATIONS I. ATAHLNLED WMAOLNLRKOE.TDIHNITCEIROLUNADPOIPFLITCHAEBFLELOCROIDDAESB. UILDING C,ODE RESIDE.. LOAS ACDOPTED BT THQE USTRAETEMOF FLORIDA PCEOWNFILTIC.T BAETPRTOEEDNUCTTHECODNR.AWORINLTGAOSPTAPHRNEOD MVMAALA.NUIUFFFATACHCTETUCUROREESRTRS'PSAREICCTO.MMDEISNCDOAVTEIORNS SA FCOORNPTRROA DDIUCC. TTSION OR 12. IESTTOOUUPCAOCLULORT OEMNBOPWIS3ATRLUIELRSRE.OPRTEOHSEOISRDTTSIH,HGAANLLLACYBOEENRCC. AORVNETDEE RMEOEDRTAMLILATRSHEO1IIN5..FLOTB. RRCOEOMTENTITO AFSELSTE, TOFROORTTHHEH3 EARPEPINROSVTEUDCCO THE ITEM IN OUESTION TO TILE ARCH... ATTENTION IMMEDIATE. PRIOR TO CA, PENCE!, ET, OF SHALL BE REINFORCED WITT GPI... CPA TDED METAL NEIGHING NO LE. THAN IP POUNDS PER 2. VA EDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED. THE NJORK. SOCA RE TAPE OR GALVANIZED MELDED OR TOREN MIREEBRIC WEIGHING NO LESS THANT POUND PER SO, RE VD. ALL METAL TLHING S., BE LAPPED NOT LE, THAN I ITCH. MET, REINFORCEMENT 3. THE INTENT OF THESE DRPCINGS P. SPECIF1,1101.1.0 INCLUDE ALL LABOR LIATERILLS AND 29. REFER TO SOIL STATEMENT FOR FOUNDATION DESIGN/SOIL BEARING CAPACITY. SHALL BE FURRED OUT FROLI THE BACKING BS AN APPROVED METHOD. FASTENINGS INTO TODD SERVICES SECESSARY FOR CULP,. OF A LL INORK SHP.. PRESCPIBED. OR REASONABLY IMPLIED, SHEATHING OR POOD FRAMING SHALL SE EV ,TANNED .11,,,,vr1-11..0 NOT LES... TO 113. IN 13, NOT LIMITED TO ETAT EXPLICITLY INDICATED IN THE CONTRACTORS DOCUME !TS. 30. SUBMIT 01 SETS SHOP DRAWINGS FOP TT E ARCHITECTS REVI, OF ALL !TEATS REOUIRING DIAMETER. DRIVEN TO FULL PENETRATE. USING A MINN,. OF TIJO NAILS PER SQUARE FOOT OR Bs FA ERICTION. DO NOT FABRICATE UNTIL APPROVE. A P PRO, EP STAPLES HAVING EQS, RESISTANCE TO MITHDPATVAL THE FASTENING OF RIELATH TO METAL MEMBERS SHALL BE BY . GALVANIZED SHEEEMETAL SCR.. USING A MINIMUM OF TITO , THIS PROJECTS LOG/TEM/11TH. A RION VELOCITY HUPICN, ZONE AS INDICATED BY THE 31. THE CONTRACTOR SHALL UNLESS ,ERRISE PROVIDED FOR IN THE CONTRACT DOGE SOP,. PER SQUARE POOT STUCCO APPLIED ON LIETAL TATP SPAT., THREE...CO. APPLIED TO FLORIDA BUILDING CODE. RESIDENT...RORK SHALL BE PERFORATED IN GOMPLIANCE WITH MELTS SECURE AND PAY FOP THE REQUIRED COUSTRUCTION P ERMIT IST FEES LICENSES A TOTAL THICKNESS OF NOT LESS THAN . INCH THICKNESS EXCEPT AS REQUIRED TO MEET FIEE TOLERANCES QUAL./ AND METHODS OF CONSTRUCT., ESTABLISHED BM THE ETC,. OR SET AND INSPECTIONS NECESSARY FOR THE PROPER EY ECUTON OF THE MORN. RESISTANCE REOUIRETTENTS. THE FIRST COAT SHALL BE FORCED THROUGH.. OPENINGS IN THE FORTH IN THE STANDARDS ADOPTED BY THE HT.H.Z. REOUIREISENTS. ALL BUILD°. REINFORCEMENT TO F. ALL SPACES AND SCORED HORITO.A.M. THE SECOND COAT BHA. BE COMPONENTS. SYMTEITS AND ASSET.. SHALL HAVE... AND CURRENT PRODUCT 3, AFTER.... LS COMPLETED LEOSE .00D AND DEBRIS SHALL BE COMPLETE. APPLIED AFTER THE FIR. COAT HAS SET SUTFICIENTIN TO PROVIDE A RIGID BATT,. THE THIPD COAT CONTROL APPROVAL AS REOUIRED BS THE F.B.C.R. REMOVED FROM AROUND THE BUILDING. ALL .00D FORMS.. SUPPORTS SHALL BE SHALL BE APPLIED AS SOON PS THE SECOND COAT HAS ATTAINED INITI. SET. 0 COMPLETELY REMOVED. THE INCLUDES BUT IS SOT LIMITED TO MODEM GRADE 5. DIMENSIONS ON DRAWINGS ARE SHOWN TO CENTER UNE OF COLUMNS AND TO FACE OF STA BES, FORME TUB.. BOY ES PLUMBING CONCRETE OR FACE OF STUD AL WALLS AND PARTITIONS UNLESS NOTED OTHERWISE. 8 AND ELEC. ELECTRICAL LAM. LL3B . OR 012 AACTNENGTLEERNE EEE.MTPCERL. EEEANLTECECLRTOGRSEICUNARCELY PANEL BOARD LT. s sL,N,, ss sous, , Nos.. -I 'ERRE...AR E., ECT RITE' A.T.C. # POUND OP TIMBER EXP. EXPANSION MECH. 31 EXISTING EXT. EXTERIOR ITEM, HIFIR/ A.D. AREA DRAIN F.B. FLAT BAR ATIN. ALUM. . F.B.C. FLORIDA BUILDING CODE ATIFL 'RIFT.. THRHIR"LATT /A TL°ITH H.. ARCH. ARCHITECTURAL FON. FOUNDATON ATISC. AT.O. ss, Ass., F.F. ssDE F022,,,,,Fs F.E.C. FIRE EXTINGUISHER ATTL BO. BOARD . TN. MUL. BITUM. EITULTIA 0, FIN. HIM, BLDG. BUILDING FL FLOOR ELK. BLOCK F.SH. FLASHING 1.11., EL.. BLOCKING 0,, 0Lus,u, , F.O.C. FACE OF E LTAITIATE s sos, LIGHT SSS.0SOLID CORENS SEC. SECTION TEDICINE CABINET SHP. SHOWER .1 ETTA NI.L SHT SHEET JERI E. NE ss„ ,,,, TAN HER CTRIRER sr, s0,,,,,, AWL. SST. STAICESESTEEL AIRROR Sia STANDARD AISCELLANEOUS STL. STEEL A.01,RT OPENING ST03. STORAGE STRL. STRUCTURAL ETA L S.P. SUSPENDED LUON ,13. TOIL, E. CH .2, ,,,,, T IN CONTRA. TEL 2,39,, .0 TONGUE.. 0.0. Tr,TTLILRRI, MN0PIDE.E. #4As NOTICE L'InR8t===/.1°"Ms.0 Nrc :=R'I'I'IFTLIRY/EBITFETT'HIR: 1 PZ-23-17001 13/11.023 RN DETR.!ATILS EGREAC3.CAE.LR . EACA.NIDTIOTS.LIAETENIMT.S.THEERSLEANCUTOR SPAT REVIEW ALL 0RIILBHR,HP1I , IL IETNHOILCGIGAHRTUFLESSIILACN.0 GIOMYD2H9 IMECGPIBL.NRODG.R 3,PSTO2P.PH..HVIRRACI LCIEY.DNEE A..ATlS.0NT.W.HD,OOAA LAEETBO ISPOEDUF.NUEEHP.TSTO,APTR. . MC.ONATLEOLRAIO, 1TRRT0G0RYRH,S1PO.E1E. .IEPPRENLRT.PIRGNTRO.UOO1.T.HUS9TROA,1LEH, sa. ACTDLHEIPLER.TBTIU,EFIIERLCDDMAIAITNTESEGOISTNFRMDEPICARRTAO.TMTEEEDNHCTABTNOILPE.LRRLNOB. BTEVERIPTD.ARRESOAREVCASID.HO1E0. P4N.S2ETO.EH3iDE RA FSCPOISGERINORRN.SEHAINASNLESRLNPETBEWECSTIPIG.RONE.SSWTAEaHNDlICD 1F,HT.E13R!N.DEREATNT1HT3MU1ERE6WN.E1 TSATER CSCASAEGTFUCIENPEOL .O5TF TLDOELORL ET3ETAEECVALT1LC9EOHNTAH.NNEU AOLT,WARTCE AFBLST CRINO.LRRRECSA 9S DBQCORAH.LOU.TNC.CERLEEISKAAMTRAEIWM DDEUTEIS ERDLOTE C.9DTH. MIDTIGSTeIBBEIPLPMTTOHOHL EAS OIECACENMTOOLED IO00O0OPL.B..F,PT.C,SF,.S. FTOEUNEI,DTCSR . . .OGAFFR O OORONE BCCCCCCCCOA.EEMLLLBOER,BMR. ING FFFFFPGGTT..RU.LO0,.GP R..F8F. R.... FFFFMPGGIAAOURRLACCOORAEEERSTMBPIS BCCCCCCCCOAAEEAALLTTBA.TTCIENNOKH MEIE CO DCOTIF PBE , RCE O0OPROBNIF8PTOF.,PTCITORE 0N. EE NNSOETRE EDSO PREEMPRA.A.AR HA,ERAI NONEE.NDTJR TEIIDO.NHN.B SOODIE1N E.T. ETL.. PET,C. PRROOLOEAYLFN NO O.E1VL-TC1TOCAHEEET,NRSACT..CEN. .FRPOUOPCO.MNOOENR L TDRTNN EBIAROMDE AAASGNRILCP ELMIOBRRRTTTEPEUEU, O,B,DEO0PEPERD .1HH NTIDCTENORROO IC1C.RB,ATSAETEEEEORDD FPLX,TENUSOL.IODFITERL LEMADTGLVEOON. GCESO.3A E IELMS EERATARDSB TP DRACTIGNE1TFTL. M1TSL REPAAASEOMRO LES,EAAT.R1L1PH372LEEE0P1 7. PNESME0ETTD E1 UTS COI,STRUCTON S,LL BE IDE ARICA L OR SIMILAR. TINT INDICA COS STRUCTON OT THIS PROJECT OR AS INDICATED BY THE PRODUCT CONT3OL APPROVAL OVERHEAD SHOWERS STALL HAVE TATE, ROOF JOINTS BENNEEN hIETLIE AND THE TAAL., FLOOR. FINISH NOTES: F. THE.R.U.R.STEM. RCSMF RG ITRMITNB G.... GANS. . .... CM, OTINCRETU H.0.1 LI IT GND. GROUND COL COLUMN GR. GRADE PRCST. PL 'ST2TTUU2NO,ORNN,IEPIFLCLGIEO,EKNDSA .11 DCTE,CSUEO.,NIC. TTST EE SST HAOsEEPT„NDEH,RDEWI,SISP . OMsETTREORL PRECAST TTI TTIBTIALLE PLATE 1. THE MINIMUM FLA MESP REA D C. SSITCATTON OF INTERIOR FINISH OTHER THAN FLOOR 3. DETENSIONS,ETAILS NOTES AND OR ST MEOLS THAT APP. TO ONE UNIT PPP.. MASH.. FLOOR COVERINGS 3., BEI I,. BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIAL AS PER F.B.C. PLUMPING 420.8° ALL UNITS 11,1, SRUATIONS U CESS OTHERWISE NOTE. DETAILS NOT SHOWN OR CLASS E FOR EL, AND EL 0 POCESS SPECITED 315 NEC ES. RT FOP PROPER AND ACCEPTABLE CONSTRUCTION. INSTAL. TION CLASS C TOR FOR ALL OTHER APT, OR OPERATON OF ANY PART OF THE .0, AS DETERMINED BY THE A 3CHITECT SHALL CARPET MATERIALS USED ON FLOORS OF EMT ACCESS CORRIDORS Al. ENCLOSED ET/ITS ALL .PTER CLOSETS. ...RIES. SHOT ERSHEP DS AND SINKS SHALL COMP. WITH TABLE ,03.1 OF THE CONC. CONCRETE GYP. GYPSUM CONSTR. CONSTRUCT., H.3. HOSE BIBB P.... CON, COARINIJOUS s ,, ,ss,ssE ET, CT.. COUNTER sp!, F,L, HORI, R °PVC, L PR. p, HP. HOUR R.T.H. P. STC LAMINATE p,,,TER PAIR sss,,,,,,,,, RARER TO' E T DIBRENUER V. TATER CLOSET „ s 2,,,,, BE INCLUDED IN THE MORK THE SAME AS IF HEREIN SPECIFIED OR INDI.TED. 15. SFA TT SPISFA.0191. TITHS. ND A MINIMUM CRITICAL RALIENT FLLX OF 0.......1 FE.. PILE/BING. ALL PLUM3ING FlYTURES SHALL COMPLY MITH CHAPTER T OF THE F.B.EPLUMBING a T. Saa2.....012 ANS XL SUB.... STOPS SRNS_ SEWS AL DIMENSIONS .811EN TESTED IN ACCORDAACE NTH THE NEPA .3. CARPET SHALL HAVE BEE,ESTED ...FOR A LCMISELE FLO# . I ES,E F....,.... S....A. ' AND COMMONS CT THE LOB SITE PRP, TO MOINIMIC CO,. UCTION AND S., REPOET BY All APPROVED LABORATORY. A COPY OF THE TEST REPORT REPRESENT. /ILE STYLE AN, DISCREPANCIES OR UNIDE. BED CONDITIONS TO THE ARCHITECT FOR RESOLUTION SFA TT BE PROVIDED TO THE BUILDING OPPICIC UPON REQUEST ,.B.C.90.4., Ifi. AO GLASS., USED INSIDE OF DWELLING SHALL CONFORM TO SECTION 2.111 OF THE F.B.C. BEFORE ANY MORS IS BEGUI,. 2. Ni HETI 11.# LLS AND CEILING ARE REOUIRED TO BE FIRECESISTNE OR NONCOMBUSTIBLE THE ,. CAT. II SAFETY GLASS SHALL BE USED AT ALL SF MERIT, ENCLOSURES INCLUDING MINX. RITH I, TI IESE COI,TRACTORS SI IA LL BE RESPONSIBLE FOR MEANS. PETI CDS. TEO MOUES. PPOCEDURES FINISH MATERIAL SHILL BE APPLIED DIRECTLY 8,1A7 SUCH F11..13E31571.. OR NONCOM. BILLS LOT/ ER THA IT UT AND MIRRORS IN THE 1121, PS PER P.E.C. SEC.., EOPLOVED IN THE PEXFORE.Ce OF WORK I, OR ABO, THE JOB SITE THE CE,ENAL CONTR.-FON BUS IIBLE COWS! UCII0 .J OH 10 FLINN!. SI RFS I.101 EXCEED!!! 0 1 Si 4.. I HE FUNNED SH.L COORDI.TE, SCHEDULE AND SERIFS ALL 'RORK PERFORMED BY SUB. CO VT.CTORS AND SPACE SHALL BE MIL, ,1,1 INOrIC.IC OR GLASS A MATERIAL OR FIREELOCK ED NOT 18. 3/E...ROMLITF.,,OL E.e DE.,100ED TO PERM THE OREO1O0 OF THE ...KED DOOR 0.4DES. ALL.. ,TRe WornACT DOC. en. F,. Be CONS.ERED New .0. oiRorry ER TO EXCEE, FEET IN ANY DIRECTION. E.. SECTION .303.13.1. FROM THE OUTSIDE IN Al, EMERGENCY. STATED OR NOT. DICER...RE SPECIFICALLY NOTED. BRE.., SHALL 13E PR,./IDED IN ALL WA. CID PATTI, TO CU,PF ALL COE 11. ALL COITTRACTORS AND SIJECONTRACTORS PEPPOPFTING PORK ON OR PET.. TO THIS PROJECT C.LED DRAFT OPENINGS BOTH HORIDONTAL Al. VERTICAL AND TO FORM A FIRE BARRIER Ts. ,..7,,,,,- so, s ,,,, ,HALL ,,,,,,, ,,, ,A, ssss rs, soss Ess, ,s, ,ms,s, 08 SHALL CON,. THEIR OPERATIONS SO THAT ALL EMPLOYEES IRE PROVIDED A SAFE PLACE TO .ORK Ber.1,1! FLOORS AND BETWEEN THE UPPER FLOOR AND THE ROOF S.C, FIPEELOCUING THE CLOSET. AND THE PJBLIC IS PROTECTED. AND SHALL COMP LCNITH THE CCOCATIONAL SAFETY AND HEALTH SHALL LIMIT THE SIVIIIUM IMENS101, OF ANT ..LED SPACE. 8 FEE, IR:ROCKING DEL DO.. , RE. HT DEPT. DEP.T., RT. .13 DETAT RUT., ZONE CP. DIAMETER R• I.D. INSIDE DIAMETER RAS IDIMENSIOC! OFL DOOR IN. INCH OR INCHES RAD. DS. DOWN SPOUT INSU.. INSULATION REF. 00)10 INT. INTERIOR REFR. ROM. PEI,. EA. EACH REO. E. EXPANSION JOINT 21. LrarvEN EL ELEVATION P.. PAL. VP. TYPTERPRO, ...-su,ss T., ROOF APPLICATION STANDARD RADIUS REFE,ENCE REFRIGERATOR REGISTER REINFORC EP REQUIRED ROUGF OPENING RAIN WATER LEADER (si -I -I 0 X "Hi V) 0 ,-, LLI CC 0 ,eOu-‘,10, OF THE U.S. SeFARTOENT OF L.. ATTE 19, 3. AND CT OTLEE ,PLI.ELE STA E SF, NOT BE COVERED 011 CONC E., LEG UNTIL I.E.,. EX THE BUILDING oFFrm z -I cs' ACTOR LOCAL SAFETY REGULATIONS. THE CONTRACTOR AGREES TO ASSUME SOLE.° COMPLETE REPOT SI El., FOR THE TOE SITE SAFE, CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 222ss EsssF, Ts, Toss sEsT,,,,,,,, Ess-,uss, ,,s, sE Ts,Fs Fs ,sss,s, , ss s-rc,p, s., BE sssss,Es s sou „ r, „,0,..sss ,DEs s.„„s sc., DRAWING SYMBOLS NEW DUP FOR 506 LUCKY ST AT 506 SW Sth AV MIAMI, FLORIDA 9.1.1, RCM. AND THAT THE CTN., CT. GRA, DEFENDLTIDELINI. AND HO, HA TT LEE., POCKETS. II.O.CBORK SHALL COISPICANTH MASONRY SPECIFICATIONS AS !NEGATED ON F.B.C. SECTIONS 210, ARCHITECT FROM ANY AND ALL .BILITY. RE, OH ALLEGED IN CONNECTION WITH THE PROJECT. THE 21132122. SEE STRUCTURAL DRAWINGS FOR ADDITION. INFOEFIATION. CONTRACTOR SHALL ILE, THE 92,,,E FR.., DEBIS.... A COJIAUL,TED REFUSE AND SHALL 5. ALL PENUPA10.7HROUGH FOTED WALLS AND FLOORS..., BE SEALED WITH A &- HAVE SOLE RESPON.SIBILITY TOR PROTECTING ALL DANGEROUS A R.S FROM E....AUTHORIZED /FETAL GA RA SLE OF PR.. ARING THE PASSAGE OE FLAMES AND HOT GASES WHET. SU. 21. REFER TO FOUNDATION PLAN !SHEET 0.11 FOR CONCRETE FILLED BLOCK CELL LOCA.., SIZE.. PARTIES. LECTED TO REOUIREATENTS OF THE.. STA.A. SPECIFIC OF FIRE STOPS. ACM EFTS REINFORCING. 12. THE STRUCTURE IS DESIGNED AS A STABLE UNIT A FTE3 ALL COMPOTE ATS ARE IN PLACE. S. FIRE RESISTANCE RATED... SHALL BE OF ASSEMBLIES TESTED IN A CCORDAI,CE BATH 22. TA INDIO INDETIFICATION. B THE CONT.CTOR SH.L PROT. ALL SHORING AND E.C.ING NECESSARY TO ENSURE THE 2,23, II, IDENTIFICATION. EACH UNIT OF TEMPERED G.SS $31.222 BE RERnaNEN. IDENTIFIED BY T. STABILITY OF ANT ANDALL PARTS OF TIE BUILDING DURING CONSTRUCTION. IIANUFACTURER. THE IDE,IFICATION SHALL BE ETCHED OR CERAMIC FIRED ON THE GLASS AND BE a 130133122.231NO SI UN .3111101. (F.E.C. 2310 MISIELE WHE.HE IJNIT Is 6,zEo. TEMPERED SPANDREL OLLSS IS EXEMPTED FROM PERMANENT .1,11,6 PARTIMNS Slip LL BE oF uoi LE55 isa3 As spss. LABRUNG. TNIS 72PR OF MASS SNALL BE INDEFIRECNISN .2. PR./ABLE RUH MEL BY TEE 13. UNLESS SPECIFICALLY SHOO. OR NOTED ON THESE DRAWINGS NO STRUCTURAL MEMBER SNDS IN INTERIOR NO.F S2.322 BE car.Nossiao EaRED oR pirveRsice ISCRIFIESS12310.12ERNISSION OF irvE 1.10,10P.4.N . INSNRSI.EEIP 1.101.1..RING STUD PARTITIONS MT HAVE A IIANUFACTURER. SKS.. SING.TOR P23... HEADERS OVER 0.3INGS NO- ENCEEDING 4 FEET IN Moss Las BE CRS INCH NOANSaNCSSNESS SM. SLS32332 RNE2CSaaarNSONeN 3. S.. 23. NAN OUTSIDE Waraa OR DOOR OREN.3.32E FROs Tre INSIDE. ale ma. OE ORERATION Srve221.22 14. WHETHER OR NOT DETAILED ON DPC/INGS. THE COITT.CTOP SHALL PROVIDE AND Ms No sosio BEAR. Rasdoes. ciao,. I aeRioR soN.BEARINclaRirlosssissa SECURE T. USE OF .3. ND. TO. SPECIAL INOVILEDGE OR EFFOR, SUCH CLEAR OPENING SHALL BE INSTALL ALL STEED/ER, BRACING. BACK-UP PLATES AND SUPPORTS OF FILM. BE PLACED PITH THE LONGER DIMENSION PERPENDICULAR TO THE PART/TON,. NOT LE. THAN 2.112 92IDTH A, 20 IN HEIGHT 5.7 50...11.1,EA Ar, o 5.1-1ALL AL50 inEei THE MON.. OP SUSPENDED VIRS.NICAL RES-MIME ANS CASCR.NRONS ROCIRSENT RARITIO SS SLI.E.TO FREQUENT nen!. SHALL BE OF PRESSURE TREATED'S 00 a PROVISIONS OF THE F.B.C. THE BOTTOM OF THE OPENING S.LL NOT TO BE MOPE TBS. 44' ABOVE THE INCLLIDING PLYWOOD BACKBOARDS FOP TELEPHONE .D ELECTRICAL FOLIIPMENT ROOMS. FINISHED FLOOR AND NO BICH, THAL EM ABOVE FINISHED FLOOR. E. CONCRETE SLABS ON GROUND SHALL BE PEOVIDED POILLO.TS IN ACCOEDANCE 'MTH 15. THE CONTRACT. S ,LL P.9 RESPONSIBLE POP OBTAINING APPRO....NE PEWITS POP ACI 329.3R OR OTHER APPROVED ME10005 IF.B.C.100,21. SEE STRUCTURAL LTRAMINGS. ALL SS STEWS PROVIDED EY THE CONTRACTOR I/H.H ARE NOT INCLUDED ON /NESE A VAPOR RETARDER CONSISTING OF 6 MIL MINIMUM POLS EMT LENE MTH JOINTS LAPPED 24. NUMEEPS OP ADDRESS SHALL . PL.. VISIE. AND LEGIBLE PROM TH.TREETS MONT.,. 0 DOOR REFERENCE BUILDING SECTION BLDG. SECTION IDENTIFICATION SHEET NHERE SECIO E ITT INGTRB 0. nINNOW REFERENCE SESPONSSALL SENPON A.n, FrPOUND PESISION _ iE.''3 TOWTg :LATCH LINE - - -8, 'SHAPED PORTION III THE SIDE CONSIDERED DETAIL DETAIL IDENTIFICATON SHEET /MERE DETAIL TI I 0 EARTH s IS sH., 1 1 • TT .HHCR'RR = GYPSUM Box. .1 IDE ITIP.ATION =WM INMOST°. EA, IS SFassw . PROP.. TINE I 1111111111L CHH.I.LAHGHITI H.R., IS SHOWN E DOCUMENTS. HET, S.L.LSO . RESPONSIBLE THAT THE SYSTEMS ME, ALL 6 INCL. AND SEALED OR OTHER APPRO./ED 93TERINC 15 P.O.. PER F.B.C. 1,07.I. PROPERTY AND .. BE 3 INCHES MIL IN HEIGH, APPLICABLE CODE REQUIREMENTS. - - -(11! TORII ECINT CONTROL POINT 0,422s, so, 9. ROOFING 2FLAT CONC. TILE 25. THE VIINDOWS INDICATED IN THIS DESIGN REQUIRE EXTERNAL PROTECTION DE./IC ES. EYTERITA L ALL ROOFING COMPONENTS. ROOFING SYSTEM AND ROOFING ASSEMBLIES SHALL HAVE A PROTECTION DEVICES ARE TO BE EMPLOYED TO PROTECT WINDOWS AND SLIDING GLASS DOORS. SCOPE OF WOW CODE ANALYSIS 'WILDING 16. NEITHER THE ARCHITECTS PERIM NOR APPROVAL OF SHOP DVIIIICS SHALL RELIEVE VAUD IND CURRE, PRODUCT CO,R, APPROVAL IF.B.C. 1512.2. AND SHALL COMP, EXTERNAL PROTECTION DE/ICES MU, RESIST TPRGE MISSLE IMPACTS. SPECIFIED IN SEC, THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DERIATIONS FROM DRAWINGS OP was RoopING.3.210.2210N saNDARos FOR KVA. 22.00 Me 2 OPL SPA, 13P PP. 18202.3.2.4 OF THE F.B.C. THE CONTRACTOR STALL COORDINATE ALL PROC....1,T AND INSTALLTION SPECIFICATIOAS UNLESS HE SHE HAS C,LED THE A,CHITECTS ATEOTION ,IN V/ RITINO N. 2.0 RV DUPLEX GROSS AREA 1, FLOOR. 1509 sq., FORMED BY A °UNIFIED COOTMCTOR OCE.ED TO PERFORO HOOFI‘e IN COMPLIANCE ReOUIRE,,OTO WrR THE OWNER TO SUCH DEVIAION., AT THE TIME OF OUBVISSION NOR OHFOIT RELIEVE 1-11i.VRER OF Ms me 302E.t.aes, oussia .33a seilsoos op soNsiRualoN Es.32151. HEREIN G.. AREA ., F., 1.494 FEE ....OSS S.S3 3.3, , RESPONSIBILITY FOR ERRORS OF ANY SORT IA THE SHOP DRAWINGS. OR SET FORTH IN THE STANDARDS ADOPTED BY THESE HIGH VELOCITY HURRICANE DONE ,F.., 1512,1. plooF .211,....3E,..22conals M. RENIARENENis 3E2 REQUIRED INSPECTIONS: APPLICABLE CODES: 13,, 9 °p.m L828, 7 088,9E., B FJ.0 3 Fss,,,,,,,,,8813,60 IT. REFER TO THE CI. ENGINEERS DPAILINGS POP LOCATION OP EXISTING UTIMI, LINES. LOCATION OF FORTH IN THE F.B.C. 2319.17. A.0 SPACE BETWEEN CEILING JOISTS AND ROOF RAFTERS - ALL UTILITES SHOWN ARE APPROXIMATE AND THE CONTRA.OR SHALL EXERCISE CAUTION IN SFA TT BE EFFECTIVELY CR 00, ENTILATED 137. APPROTED PECHA L ICA L /TEA, ORM, EYCANAT NG AND TR,. LING TO .010 INTERCEPT, DIETING PIPING OR CONDUITS. VENT OPENINGS. THE RAT. OF TOTAL NET FREE VENAL., AREA TO THE AREA OF EL ILDING 3F pRIN BEILING CODE 2212121.J. 0,2E, E21101.020. # CADA BULLING CODE. RESIDENTIAL CLULTE. . EDITION 2220. Mel. Ille ulreme. Pro.. 1. FOUNDATION INSPECTION.0 3,1A. AFTER TRENCHES ARE EXCAVATED AND FORMS THE CEILING SHALL BE NOT LESS THAN 1,15D iF.B.C...26.3., 1B. THE CONTRACTOR IS RESPONSIBLE TO VERIFY LOCAlON OF ALL SITE UTILITES MD TO COORDINATE EPEC70 AND SHALL 1.7.1 OlINIAILIAI INCLUDE 7H, FOLLOWING BUILDING CORIFONENTS # ORIN MENG CODE alatS1321.122.0220E.snectION ER.. .F DRIDA BUILDING CODE. ROARING VOLUME., EMI:WM. rEiNa . Gm* ...no Dailetlana P4.11•116M 3 2 salsa/or coNarr IN iry E Loc.32101a 0.3ea uNNERGRouND.N. saes -ran, iNE . METAL AND NAPE LATH STEM... MONOLITHIC S.13-0,, DE. PILEGRILE CAPS AND FOOTERS/GRADE U.I1S. CONTRACTOR SHALL INCLUDE ALL NECESSARY FEES. METERS/AND COSINE, TONS IN HITHER BM. ,,,,,,,s, ,s sss ,rs,„8„,les ,,,,,,,s,„,s,„„ 2,0111. MON° CODE OFCHAITICAL VOW OE. PA .0101.1 2020. # OREN HIEING CODE ACCESSIBILITY M, 713 EDIP0,1222, 7.509.3 Maims SW. NSW 40.1 48*104815-000 .a .WrilLet. 2. FRAMING INSPECTION, BE MADE APT. THE POOP, ALL FRAMING PIREELOCKING P. SBA LL BE GALVANIZED OR OTHERTISE ...RESISTANT BY APPROVED TEA NS.I.NEIGHT BRACING IS IA P.CE. ALL C OS CET °N./APING ALL PIPES CHIMNEYS DUCTS AND VENTS TAGS SHALL BE LEFT OW ALL METAL OR WIRE . UNTIL APPROVED E., BUILDING # OREN FIRE PREVENION CODE,. EDIPON 2020 / NEPA 1012019 EMT.. Tab.., 506.3 Maim. flo.I.P... Calera! 3.31.rtsalion Rd nace9Say 1.48.36.F. HP ne0.9.11. 19. THE CONTRACTOR 8 ,LL IMITEDIATELY NOTIFI THE OWNER AND THE .CHITECT SHOULD OFFICIAL THE BEIGHT OF METAL AND TIRE !MTH AND THE SPACING OF SUPPORTS S., PPE GOMPLETE ATID SHALL PT A MINI.. INCLUDE THE FOLLOCING TNT.. COMPONENTS UNIDENTIFIED MELD CONDITIONS BE DISCOVERED. -.THE ACCESSIBILITY NOTES CONFORM REQUIREMENTS SET FORTH IN TABLE 25..2 OF THE F.B.C. ALL ,IETAL Triune, BRACING/CONNECTORS, 1.3,STORFINC,FIRE BLOCKII. ENERCX 1,ULATION TATP GRP. BE LAPPED 111.1, /25 OLT MINIS., ALL ATTA C POTTS FOR SECURING 20. ON A SET OF DRAWINGS THE CONTRACTOR S.LL KEEP AN UP.T.DATE RECORD OF AS BUIL, METAL .TH IMRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE SPACED NOT MORE AND A CCESSIBILTS. SONECIONS OE 23,20R2. THIS SET OF D.21,105.141, BE RETURNED TO THE ARCHITECT THAN 3 INCHES !IT ME.P.T. AND SIDE LAPS SHALL SE SECURED TO SUPPORTS CID . AL DOORS IN ACCESSIBLE ROOMS SHALL PROVIDE A OLE. OPE1.11,6 OF WWI,. DOOR IS OPEN 90 DEGREES 14. STANDARDS . DOOR PRONI,S AN ACCEPTABLE NOMINAL 39. Pninan. Uloca Mame Elearin,,Yalle Wen. Ex,. 0. ham 0 hour 0 how 0 ham 3.2 ..111 COMPLETE, AND NEATLY POSTEC SHOBING ALL ADDITIONS. DELETIONS. CORRECTIONS... BE TIED BETREEN SUPPORTS AT NO.0 EYCEED, INCHES INTERNALS. METAL AND TIRE 3. SI IE. IING INSPECTION.0 DE MADE EITI IER AS PART OF A OR,. INSPECTON OR REISIONS IN .E ACTUAL CONSTRUCTION OF THE PROTECT. RECORD DRAMINGS SHALL SE SIGNED ES TATIL SHALL BE A,PC.HEE TONE.. L PCOD SUPT.. MTH THE ET.NOLENT OF TS DONE SEPARATE. AT THE REQUEST OF THE COLITRACTOR AFTER ALL ROOF AND TALL OREM,. • Narbeenn, ...and Mime' in..' 0 how 0 home SUBCONTRACTORS REPRESENTING ALL IIAJOR TRADES FOR THE PROTECT. AS WELL AS THE GENERAL GALVANIZED DR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 314 INCH SHEA.ING AND FASTENERS,. COMPLETE AND SHALL AL A MINI.. INCLUDE THE MOORING BUILDING COMPONENTS ROOF SHEATHING TALL SHEATHING. SHEATHING GOST.sioR. AND BENT OVER TO EN., NOT LESS THAN THREE STUN. OF UTH. METAL A,D CSTENCS AND ...TALL DRITN. L,,,,, ss,,,,,, FLuo,,,,,ers 3,,,,,,, s, OTHER ENVIROMENTAL CONTROLS ARE TO BE LOC,TEDRIT-1 Flors consinkton end .cond„, ,,,,„,,,„ 0 holm OM MIRE LATH SHALL BE ATACHED TO CEILING JOISTS OR OTHER HORVONTAUTOOD 21. TI IE CONTRACTOR SI ELL BE RESPONSIBLE FOR OBTA INING MOUNTING. AND DISPLAYING SUP PORTS MTH THE ...LENT OF NO. 11.,GE. BARBED GA LVANEED OR BLUED 4. ROOFING INSPECION SHALL A. MINIMUM INCLUDE THE FOLLOWING BUILDING COMPONENTS OPERABLE PARTS NO HIGHER THAN .48. AND NO LOPER El. IF ABOVE THE FLOOR.. REACT LS OVER All OBSTECTION SUCH .1:011.1, membera 0.8L, 0 IN. 01/15/2023 MG ARCHITECTS LOE SIGN. CONTICOLON SHALL ALSO RETURN TOE SIGL IN GOOD CONDITION TO NAILS 1.1, INCHED LONG WAN, HEAD LOT LESS,. n INGH IN DIAMETER. 01,11# INSULATION. ROOF CINERINGS AND F.SHING. ARCHITECT AT COMPLETION OF PROJEC, METAL AND NAPE LATH SHALL BE ATTACHED TO HORIZO,AL AND VERTICAL METAL SUPPORTS., THE EQUIVALENT OF NO. 8 . TANNED EHEEELIE. L 9../. S. FOP AS A C.INET HEIGHT SHALL EC AG FOR POPTCPC,PPROACH AND 46. FOR PARALLEL APPROACH COTE OBST.CTIONS MAN NOT ENTE, MORE THAN , FROM THE II.E. TR Rat.. rt6 FL 0100 SC2410 FL..0s 0001 100 low cpe.e8 sy 22. ALL TOR, AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE REQUIREMENTS, THESE ADORE. L INFORMATION SEE SEC... OF THE F.B.C. 5. TI, INSPECT.. TO 13,19. AFTER THE BUILDING IS COMPLETED AND REA DX FOR OCCUPANCY 100.30 Ft 0 Low 23101 CODES A. LL APPLI ACABLE LOCAL ORD1,, ES. 921ERE CONTRAENXC. CT DOCUMTS E EED TITHOUT VIOLATING CODE AND REGULATION REQUIREMENTS CONTRACT DOCUMENTS SHALL TAKE 11. STUCCO 0, CONCRETE AND ../14.SONDY WALLS MOSQUITO MANAGEMENT PROGRAM: -2.2706.8 alecor Wale Operinw Unprdedel Noneprinklered 111P.R61 Eta lase.. N/A PPECEDENCE,HERE CODES APE IN CONFLICT. THE MO. STRIOGEOl SHALL TA!, E PRECEDENCE. PORTLAND ,LIEI ITFEA SEE P... SHALL 13E APPLIED IN A COOPDA TICE 2/20H A,, 2,26..,.. . HER ELECTRIC' TITHIT.HH AHD I'RHHRHIHRT RIR.' IHHH 'IR °T.' RT....R.I./HIM/ • IIHOSBTORITI,',UTELINVOLGVIII'll=9=00MEAT (10% . IIPITI3'NI G TIT H'D TABLE .10F THAT STANDARD.STUCCO BASE AND MASH COATS WHERE REQUIRED TO MEET FIRE -RESISTANCE REQUIREMENTS. SHALL SE MIX.. IN PROPOPTION OF ATLENST ONE PAPL PORTLOr STRUCTURAL INSPECTION NOTES: 2.3. TFE COITTNACTOIT SHALL BE NESPONSIELE FON PIE PROPEN LOCPTION AND SIZE OF OPENINGS FOR TO A IIAXIMUM 07 MC AND ONEHALF PARTS SA, BY VOLUME. THE MATERIALS OF S. CCO SHALL FR,UnCES DURING THE ENTIRE TILE THE PEROT IS II. EFFECT. TERMITE PROTECTION: BOW Rim /Vern %stem end Smoke 9. R-3 1.3310-1.1 Smoke/482m Resured s ALL TRADES AND SHALL GOORDI AVE ALL CONSTRUCTION AS INDICATED BY THE CONTRACT CO,OR TO ASTO 0926.. PLASTICW, AGENTS S,ALL . OR ARMOO,,,,,S O. AMUOTS AO, DOCUkleOlS INCLUDING SHOP DRAWN. REVIEWED Of THE ARCHITECT. WHERE ADDED TO 1. ALL MANDATORY IASPECTIONS AS REQUIRED CBY THE F.B.O.INSPECTIONS PERFORMED BY poRTLAT.,,,,,,THE m......!Ho pEo0E, oo pppmo, ,,,,,,,Appe L,-,q. ,,,,,, THE OPECVL INSVECTOR HIRES By THE 02/NER 2.13 SERMON TO THE 02.N.20R2 2.2. TFE CONTRACTOR 2.22 SERI. 222 OSING NO,a11101a el. Nan. ilsEARalrEss oF .2132 VISV BRAM. TO T. FINISH 00.322 IN APPROVES AMOUNTS. STUCCO APPLIED TO CONCISE. OR INSPECTIONS DISCREPANCIES PRIOR TO COAIHE‘C ERIE. OF WORK. MASON.. MEET FIRE.RESIST. C E REQUIREMENTS SH.L CONSIST OF AT LE,ST r. La. AND TINE TOTAL THICKNESS SHALL BE NO.ESS THAN , 4 INCH. MASON. SURFACES ON WHICH ALL STUCCO IS 2. THIS BUILDING TILL REWIRE A SPECIAL INSPECTOR FOR THE INSPECTION OF SOIL 2:. AL./RATINGS. THOUGH A OTED TO SCALE ARE FOR ILLUST.TION ONT. TIE CONT,CTOR SHALL NOT APPLIED SHALL BE CLEK FREE FROM EFFLORESCENCE . MP ANL! SUFFICIENTLY ROUGH.. COATED 022.2.10N. ale REINFORCES 2231.1.2SOlay CONSTRUCTION AND THE TRUSS 0ISTE, STALE DRAWINGS. TRH A,P PROVED BONDING AGE, TO INSURE PROPER BOND. ALL CONCRETE SURFACES SHALL BE AND AS PER F. B. N. COATED PITH AN APPROVED BONIN, AGE, OR SHALL SE EFFECTIVE. ROUGHENED. THE FIRST COAT LER.. PROTECT... BUILDINGS SHAL HAVE PRECONSTRTICTION TREATMENT AGAINST SUBTERRANEAN TERMITES., PULES AND UOVS AS EsiseLases Bs irve EsoRi. DERT. oF As21.2.RE AND coNsunIER SEWICES SHALL DEEM AS APPROVED WITH RESPECT T OPPE.CONSTRJCTION SGIL TREALLIENT FO P PROTECTION A GAIN. SUET., Nen N TERMITES. F.B.C.131.TERNITE PROTECTION. LERIBITE PROTECT., SHALL BE PROVIDED EY REGISTERED TER IIITICIDESINCLUDING SOIL APPLIED PESTICI,SBAITING SYSTEMS... ADDITIONAL REQUIRED PERMITS: GENE., , OTES 2, ALL EMS. SHALL BE OPENABLE FROM THE INSIDE MEC, THE USE OF A KEY AND MITHOUT so, su .9,0 ssus,,,, ussussFrou ,s0., sms,s9 .0,, s, Ls esssm, 3. pRIOR TO THE BUILDING EMI INSPECTION A CERTIFICATE OF COMPLIANCE S,LL BE PESICIDES APPLIED TO TT DOE OR OTHER APPROVED METHODS OF LER.. PROTEC1ON LABELED FOR USE AS A PREVEATATI, TR. TLIEN.0 NEW A SERE,. PEROT, PRODUCT CONTROL APPROVAL 9/11. APPLICABLE. IS RAANHIX8ItTRrA SPECIAL ILNOTLEDOEOR EFF... ....HT.., To A TR,,,,,.... LE. R., EsoJGH To R.ENE THE F., Go. -HE Fp. ISSUED TO .E BUIL.. DE.RT TIENT ET THE LICENSEE PEST CONTROL COMP, NV MA° CONTAINS TiE FOLLOWIAG STATEMENT. 2. DRAWINGS HAVE BEEN DETAILED!, COMLIANCE., T. °STING REOUIREMENTS FO,HE TOTAL THICKNESS. THE BASE COAT SHALL BE DAMP CURED FOR A PERIOD.. NOT _HS THAN ao HOURS. FTHE BUILDING HAS RECIEVED A COMPLETE TAEUUENT FOR THE PREVEATION OF MATERIALS SPECIE., IF AN A ...FED OR SLIESTINTED MATER.. ACCEPTED AS TT ECLAT EV Tie Fl FISH COPT SHALL 13,PPLIED OVER A NIFORM...1 EUT SURFACE.. TA, STUCCO SHALL 9,TERRAcE, TERLINTE,R,TNENT .AccoRoAso,.# suL.9, ss, ,9, ri. MR, SOASS.3.012. NE WILL ASSUME-2NR RESPONSE... FOR VONSIESES SONSTRUCTICN BR ERST.S2 FOP 2 PM. OF NOT LESS SHAN 19 HOURS AFTER APPLICATION OF THE FINISH COA, IN RsabLaSERS . -MR COSI. DENSPEURN2 CS AGPISULSCHE AHD CONSUMER MODIFIC,01.1 AT. OR ADDITIO.L COSTS PPE REQUIRED EV RESSOK OF THIS ACCEPTANCE. LIEU..., THE FINISH CO. Il..1.1,IN APPROPRIATE APPROVED...PP...6 OP 0331, AGENTS. CON.PUCION. SEE SECTION 9. BEGISTERED TERMITIC!, UPON REE,RED FpR THE ,,,,,,,...,o rrE,..,,, COUPLET!, OF TI IE APPLICATION OF TI IE TERMITE PROTECT, TR.TMENT. STRUM, L GLAZINO DOORS .00D TRUSSES A CEOTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING ID, VENTILAT.N ROOFING MULLIONS PP PP Pa, , RV THP I !CP,. PP. COHTROI COMPANY THAT CONT.. hc4T,FAKE's MA. STEEL LOISTS THE FOLLOMINO STATEMENT THE BUILDING HAS RECEIVE. COMPLETE STORM SHUT., GUARD RAILINGS MA NDPAILS 2.....a. FoR THR ..arriON OF 5,223.... TERM., GLASS la,. FENCES STOREFRONTS TREATMENT IS IN ACCORDPNCE 11, RULES ...GO ESTABLISHED BY THE SESCSNAS DEMOLMON COMPOSITE SYSTEMS ETON. DER. T MENT OF SGRICTILTURE S, CO,UMER SERVICES . A-0.1 LI I 3 I 2 I 1 R: C1 Ia LOT AREA CALCULATION BUILDING (LOT COVERAGE)'. 1,4e3 S. F. III'Ifll�!lI'• �l111 LL GREEN AREA. �� ER 1 O EN SPACE 1st LAYER AREA CALCULATION IG.32'AR. 1.1ODSF 3798% 11111111111 g2=3,A5F 4EN ,4'5, 54300. 1431% 229% 4t1-[ DRI 2CMIL PEDEST.ACC.(2) 1D5Po 5F. u,r% `K2K- DRIVEWAva PEDESTACC.(•) l'"'F. 3.45% -LOT COVERAOTAL 1WD% D»a SF. TURFSTONE PERMEABLE PAVER60% IMPERVIOUS PERVIOUS AREA AGRASS) TOT, DRIVEWAY PROVIDED I I=o°g0;BPACE 219605E 5512% 50%M. PERVIOUS SF OO)PAVEMEM _ . LLLLl DRIVEWAY OP EON (58 5B565F. 1755% 50% MAX PERVIOUS + IMPERVIOUS M. IMPERVIOUS PAVEMENT, a.52SF I'� DRIVEWAY .03F. 5 2533% II��III1I TURFSTONE .B. PAVER EA(CONC., NSISTOF m%PERVIOUS AR60% IMPERVIOUS EA (GRASS) TOT, DRIVEWAY lat LAYER RESIDENCE 71 p)SEED--71TEc5=PAVES(TURFSTONE)EN Lc osF. ()AREA CALCULATION AA s mCEuEo)w RE ON RooF D 506DUPL 11 RESIDENCE SDIEIK 39-0'40. SETBACK SETBACK sETBAcmKSETBACK-„r MECHANICAL ECU PM WITH SCREEN ENCL s RE ON ROOF FRONT SETBACK 0 0 MECHANICAL EQUIPMENT SIGHT LINES 3 .Zord00 Data I By BL I Acres Lot .0.W Dedication Net Rea 2ordop Legend meg2. PnavIded Land Use Residential Are 201 SpaceOpen Open Space Area Density 36 DU. pAre .9.10 1..00 o• ml 0 00010re nnHeight R.O. rsam Deco Stones 3Slon Setbacks Provided Fnont 20101 • lntoior Side Lek Intaior Side 3-01 VAS Rear 20,01 Site Area CaleulatIons ecky ] • ing Deck eInt Area BEntrance IPmnaalw.ro x P.n , 0.04 1 A1(.nlR. a. 1 rre.le.0 0 DU(e.5.1e) (1 Red uce 1 0%iPS %Surplus One Perking space W WI ntr Ana O.U. Area 1st LEVEL 2nd LEVEL Be loony Total MODELA (2 Bedroom) MODEL B (2 Bedroom) ToMI 1,083 lb 745 738 1083 L �3a a.TO RESIDENTIAL LOTS ED SECTION MEASUREMENT OF HEIGHT -13FnZ=ZOVILFEERfeEEssVeZif '"ALL ELEVATION OR WHERE. SIDEWALK ENSTS THE AVE.GE OF THE RECORD PROFILE GRADE ELEVATION OF THE STREET ABUTTING THE PRINCIPAL FRONTAGE OF THE BUILDING.. DETERMINED BY THE PUBLIC WORKS DEPARTMENT AS PEE WWI. SEG. 2.5.1. VISIBILITY TRIANGLE STRUCTURES NO SCREENING, LANDSCAPING VEGETATION BETLVE. THE HEICHTS OF 2.5 A. 10 FEET ABOVE THE TOP OF CURB OR CENTERLINE GRADE OF THE STREET WILL BE PERMITTED.THIN THE CLEAR EWE AS DEFINED EV THE SIGHT DISTANCE TRIANGULAR AR.. DEVELOPMENT DUST BE SET BACK OR RESTRICTED IN ORDER. PROVIDE CLEAR SIGHT DISTANCE. MATERIALS OR OTHER OBSTRUCDON TO VISIBILITY 4LOT15'6I F LOT 30 rg 20-0' SEMIS C� �IIi uiammon V� rlsel �; LOT 27 LOT 31 SCOPE OF WORK: 1. INTERIOR %INTERIOR LIMO. 2 SEC. LEVEL %INTERIOR LIMO. A. ROOF 2. 3. FENCE I LLIASONRv WAw. AMBIENT STANDARDS: 1. CONTRACT. SHALL BE VERIFIED FOLLOWINGS THE CI, CODE. %AVE.. UGH,. LEVELS MEASURED BUILDING FRONTAGE SHALL NOT %WEDONEE ,0, G. LIGHTING OF BUILDING AND OPER DEA. OF FIRST SECOND LINERS S.LL BE COLIPADBLE WITH PUBLIC WORKS 1. SIDEWALKS TO BE REP.CED AS INDWTED BY C. OF C.11 PUBLIC WORKS ENGINEERING STANDARDS FOR DESIGN AND CONSTRUCTION. SIDEWALKS SHALL NOT 4. DRIVEWAY APPROACH TO BE REPAIRED OR AND CONSTR.-ION R., 18.45 Wa. REFER TO CILIL P.. FOR DETAILS. 5. RIGHT OF WAV CLOSURE SUE PERMIT IS REOUIRED FOP 6. EXISDNG SIDEWALKS WILL BE MAINTAINED AT ALL -131. FREE OF AIN LOOSE MATERIAL, AND OPER TO TO THE NELT ADIACEI, WHOLE F. ON EITHER SIDE 8. ALL SIDEWALK REPLWELIENT WILL BE OPEN TO DOWNS...LK. PLACING FORMS. P.CING AND FINISHING CONCRETE ANL/STRIPPING FORMS. 7,,DIALIFIll=„T...16_14E0PEROVIDED IN THE FORM OF PRIOR TO !SS. 10E OE A TZEPRO.A'R'Y'0=NENT 10 I=Drg-TH'E'ff 'F'4IfF7.25, DETAIL OF SIDE .TES AND FENCE CLOS!. OFF BAC,. AS THIS IS A BARRIER AT 10 FEET L0.040 SA, .LIsETDmW DEAcMAON CH EB (lsre MMT A.FILIS ARE NOT REWIRED FOR EACH DOOR., 120UTDOOR Brun CONCRETE PAVEI.IENT LESS OP PORTON LOT 3$. PROVICE WI. SELF CLOSING - ErSST r_a2EUETALaa . �� BTavcOC suB D+12oo9 47. LOT 26 R, Aumluulo FEKGE. DETAILcs� 111 ■ LOCATION MAP OWNER AND ADDRESS: 508 LUCKY START LLC 508111- 508111 SW Eh Avenue, Mleml, FI 33130 Folio. No. 0.138-008-0210 LEGAL DESCRIPTION "JENKINS ADDITIONS TO LIBERTYCITY LOT 1 & NORTH 54.38 FEET OF SOUTH 300 FEET OF WEST 1/8 OF SW 1/4 OF NW 1/4 OF SECTION 14, TOWNSHIP 53 SOUTH, RANGE 41 EAST. 12.50ICm' OF 11/14010021.1.2.101.1 MAP PANEL ..12086CO3, ELEVATION DATA AVERAGE 68.1 052.2 ELEVATION AVERAGE SIDE. ELDWON PROVIDE PEADENTINSTPUKTIME ELEVATION ACC TOTAL ALT.. 451242.2.121.2. 2005.3 42. SEE DFAIL A BD.. TRIArvcLEus�wTv DEVIL 05.1.2. Al el .th ERI 111 1O.WLPP' WuryorW. (rvc4.+ 0.251 ,GRAVERS ere LAVER LOT 25 IN LAYER x lnxVON _ ETAIU� EWE TRAV A w o• w • Q °C)2 No We wmpon OR.m 01/15/2023 MG WW2. SEAL SITE PLAN A-1.1 (1)GATE & FENCE ELEVATION s,uca',a,z„N„a r-,--,ALUMINUM FENCE OVER MASONRY WALL NOM +.21 NOTE a ,"aTase8,8T,a;21,1- V'EgGe,C,'11:91rl'111211'10ST 21',11ZITYtTS FENCE SECTION 1.grcr= ALUMINUM FENCE OVER MASONRY WALL FENCE SECTION /-- °WALKWAY DETAIL ttlatiltatiftatift raa'ETL8EZZraE,;,F a'..8IaTaT''AIZ=NE 0 CONCRETE GRASS PAVER DETAIL PARTIAL FOUNDATION PLAN U I I 1 1 1 , II , 1 . .. . .... ...,....111 6 ., .. . ..... • ... - PARTIAL FENCE ELEVATION R AA i ....,., ,...-.. CONCRETE Pava ELEVATION (DIMENSIONS ANO REINFORCING, s,,A= n'A el= ArAr AnA"L7=ATA4A= A -A A CONCRETEPRECAST POST & PANEL ocraa "Ar - CONCRETE POST GROSS SECTION NOTICE Mat WE PZ-23-17001 01/15/2023 MG SITE PLAN A-1 .2 WALL LEGEND (SEE DErAILON SHEErAsa 111111 EIF,ENIA:00R7ZALL REFER TO STRUCTURAL PLAN FOR SIZE S. SPACING-OFSSIMM INTERIOR SIDE OF MASONRY WALLS TO BE FURRED OUT WITH MTL FURRING CHANNEL AND FINISHED WITH GYPSUM WAL_ BOARD EXTERIOR SURFACE TO BE STUCCAED 11111111111111 :,CAfg,T4.-No-PFLN,ArECXTOANLCRREZ0VVRAREFER TO STRUCTURAL PLAN FOR SIZE S. INTERIOR SIDE OF MASONRY WALLS TO BE FURRED OUT WITH MTL FURRING CHANNEL AND FINISHED WITH GYPSUM WAL_ BOARD EXTERIOR SURFACE TO BE CLADDING NOTE: 1:11:ErzysnonymADLIszolzror eza o C WITH 4' GYPSUM BOARD FINISH EACH r 1 FIELD VERIFY._ MEASUREMENTS AND CONDITIONS 2 WINDOW LOCATIONS SHALL BE VERIFIED WITH tLDING ELEVATIONS TO PROPER PLACEMENT NOTIFY ARCHITECT DEAN,' NFUCTS SHOP SS RAILING TO RAI PRIOR MEET T-IEDTFDHAEEENTS F FBC 2020 SEC 02 MANUFACTURING AND 1607 SUBMIT ENSURE R 42' A F FLOATING GLASS RAILING. 1 (SE ABATE CRM, MIT SI I DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO PLACING MANUFACTURING. 20-0. SETBACK 42' A F FLOATING GLASS RAILING. (SEPARATE PERMIT) SUBMIT SHOP a .. �EAwNGST.o9ECHIIECT. DOD_ APPROVAL PRIOR TO PLACING MANUFACTURING. IIII IIIIIIIIIIIII IIIIIHlIIHIII ll lnll`lll o- ■ AEI ::al �5■' INP117 omrl o-s ® I o o ��nln�nnn nnnnnl nnm� SI imp mnnmmmmummm�l fiap Irma: I I ® ®I IIIIIIIIIIIIIlo Imo E EV +11'-0 T. CONC. SLA d LEVEL 2nd FLOOR PLAN 0 2 .206LE SETBACK fi (FI OH TS 'TI NCLUXHEs LBS42E15 HINFoa0cIN�0IOFL DWG' 1 'GRAD: LEV -1'-9' GRADE s•�� 4'ELEV 9" GRADE-1 el D-1 MING 1 0 2b I I 3111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm' DA ". ram nllllllllllll111•11 — El i 15, -ELEV ±0'-0" IsIIGVD 12. 00) T.O. CONC. SLAB 1 s[LEVEL I®IIIII D-1 1 6" .8_ELEV ±0'-0" [NGVD 1200) T.O. CONC. SLAB 1 s[LEVEL F1 11,140 0 EL EV -1'S' 0NGVD 10.2S) T.O. PAVERS (11)11st FLOOR PLAN J No Note seoroption Drown NY 01/15/2023 MG Checked by SEAL FLOOR PLAN A-2.1 20r01.SEMACK PLYWOOD ROOF DIA PHR0GM ROOF NOTES 1 ROOF DIAPHRAGM SHALL COMPLY WITH T-IE DESIGN RECOMMENDATIONS OF 'AP A DESIGN CONSTRUCTION SUPPORTS rAn=LY WITH THE REQUIREMENTS FOR LOCAL (v �TMEm NICIPAU)r, THEROOFSTRUcr,IZTE uFSP 7.°ECOMPONENT"F 1 ALL STRUCTURAL WOOD PRODUCTS USED SHALL CONFORM TO THE NDS, PRODUCT CONTROL APPROVAL AND SHALL COMPLY WIT, F B C 15182 WALLOF FLUTED CAM (305 TAKE WIDE FABRIIC�AND rFOUNDATioN 5 152 mm)PMIN VERTICCAD hONirvA E WALL FINISH COAT OVER ENTIRE ROOF FIELD CONCRETE ROOF DECK OOF DESIGNER REFER TO THE SPECIFICATIONS FOR SPECIFIC EXECUTION REQUIREMENTS PRIMING - REFER TO HYDROSTOP SPECIFI CAT ONS FOR DECK PRIMING EGUIREMENTS HYDRO STOP ROOFING SYSTEM O,s SETBACK 10-2 1 4 OVERFLOW DRAIN r`/iy'l l� MAIN ROOF DRAIN DETAIL 1/A-2.2 VENT CALCULATIONS: SLOPES & INSULATIONS AIR SPACE DESIGN TO BE UNVENTED ATric M N MUM ROO S OPE 0 BE PER mcr/Nh ROOFCO q ( CONp NOVA SrAR) OVER WOOD DECKS W(p MIN car S RUC URA DWG'S MEMBERSRAPTERS A, RENEW E COMP. ELYCON AiNED WRHiry OR WNS SEE o�'AITI noR�of TMEunvE rD,V �ArssEusr Ory )HE MUM COAROO NO iS OPE HORIZON ALSTORM D IMAGE Pi Pi NO TO BE 1x A'.r2�, ExcE ND CA Pr NOTES C AIR -IMPERMEABLE INSULATION ONLY INSULATON SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATAING ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS'. CARRIER / MODEL 25VNA635A REFER TO MECHANICAL PLANS 2743 Overflow Scupper and Roof Drain Calculaflons ARMS G GPM EASED OM 100 MORS MOM. P120.1. 112 OF VER11.1_ MOUES, RAMPALL TOTAL AREA GPM SIM PROVIIM Scupper Cross. Me. (f ps Sp N)r (3)-37ee SQ IN Scupper clear opening size 5. X8 MAIN ROOF BRNO SE 10030 PRECAST CONCRETE MAIN SCUPPER (CUSTOM FOR ALL FLAT ROOFS (CUSTOM) ORn EhFLAT ROOFS OVERFLOW SCUPPER TO BE OF [111,IN ELEVATION 0 MAIN & OVERFLOW ROOF DRAIN 1 k MAIN ROOF DRAIN y OVERFLOW DRAIN L`�'/1 OVERIL2.2 uLi — ELEV�.— T.O. CONC. BEAM ROOF LOWER PONT AREA2 18,2 CRICKET ELEV.+23-3 T.O. PARAPET' ELEV.+24'-4 T.O. PARAPET CJ1 60 HEIGHT ALUMINUM FRAME WITH STAINLESS STEEL SCREEN ENCLOSURE AND DOOR. NOA: 21-0914.05 & 21-0914.06. MIN. 30' DOOR OPENING (SEE SLOPES & INSULATION NOTES /A-2.2) AREA 1 ELEV.+22'-0" rCRICKET T.O. — CONC��ROO�L W6 ER PEAOM IM ELEV.+25-4' T.O. PARAPET OVERFLOW DRAIN MAIN ROOF DRAIN DETAIL 1/A-2.2 10-2 27,3 MAIN ROOF DRAIN OVERFLOW DRAIN DETAIL 1/A-2.2 ELEV.+22-4" T.O. CONC. BEAM � 3 I (11)ROOF PLAN 21, SETBACK No Bete wocrowon 0 eut.,rm, u"naum; c2,00 nxas Camm c, wa, Drawn 61, 01/15/2023 MG Checked by SEAL ROOF PLAN A-2.2 CEILING FINISH LEGEND MOISTURE RESISTANCE GYPSUM BOARD CEILING GYPSUM BOARD CEILING NOTES: 1. STAIR LIGHTING SHALL COMPLY WITH FBCR 303.6 / FBC 1006 (1 FOOT/CANDLE MIN.) 2. SEE ELECTRICAL FOR CEILING OUTLETS. 3. NON -OCCUPIED ATTIC SPACE (NO STORAGE ALLOWED) ACCESS PROVIDED THROUGH CEILING ACCESS. LINEAL DIFFUSER CFM MANUFACTURER SLOTS OT01MN1BB1[1N¢ENGTH 40 TITUS. MODEL ML-39 (A) 2 (.1 (**) 100 TITUS. MODEL ML-39(') 1 (.) (**) 150 TITUS. MODEL ML-39(') 7 (*) (**) 200 TITUS. MODEL ML-39 (1 4 (**) (**) 240 TITUS. MODEL ML-39 (') 1 (**) (**) NOTE: (') TITUS MANUFACTURER OR APPROVED EQUAL (") SEE MECHANICAL FOR LINEAL DIFFUSERS DIMENSIONS LED S I RIP HOD ®CEILING DETAIL FIXTURE LEGEND csUeoEsn1O MODEL FIXTURE) LED STEP LIGHT 1.100ELT0 DEFINE LED STRIP LIGHT WHITE MODEL. TO DEFINE RECESSED LED LAMP O MODEL. TO DEFINE SUSPENDED MOUNT PENDANT LED LAMP MODEL TO DEFINE = Duct Size„ 1%' 1 I— —Y ILLA 1�" O'=D. plus STUCCO FINISH ROLLER SHADES OR SIILIUR ANDO*/ BALL SYSTEM BO TOM GYPSUM BOARD CEIUNG 6 0 CEILING DETAIL LED OUTDOOR LUMINAIRE W/ ADJUSTABLE SURFACE MOUNT (80" (MINIMUM HEIGHT H.F.F.) MODEL: T.B.D. RECESS WET LED LAMP MODEL: TO DEFINE ® RECESS WET LED LAMP / FLAT GLASS SHOWER TRIM (SEALED FOR SHOWER) VAPOR PROOF 5'0 FP IA VJ/LAMP BEEPOOLI 1 DE El O S JUNCTION 80X [:=-1 36 2-SLOT LINEAR DIFFUSERS • EXHAUST DUCT UP O RETURN AIR DIFFUSER u�11111llllllulll11 IIIII11111111111111111111111111111111111111 If IMSLEASUILE 2nd LEVEL �REFLECTED CEILING PLAN , , s SCALE„< J1SU 1 1 I L11 1 IlIIIll MIIMIU l UIMIIlnmIIIIIIIIIIUII1mIII1111111111111111L1' 1II 1 1 1 1 EMI 111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIr O I 7T7 I 11�111 DETAIUUA28 DETAIL/VA3z MIN CEILING ELEV LING O 1st LEVEL REFLECTED CEILING PLAN PZ-23-17001 /2025 No Dote Deocrutun Drawn bY 01/15/2023 MG SEAL REFLECTED CEILING PLAN A-2.3 J WIND PRESSURE SCHEDULE WINDOW SCHEDULE PRODUCT m., ZEEO 6L =s.�+sPs.R. s¢e (w, H) P)=Nc (w,H) s NlEry 5 N5 GLASS TYPE DATE ar/ COMM ELEVATIom -om'T ID MODELs PxF. P.aF. V-N V-N 0 SERIES 350 ALUMINUM FIXED WINDOW 22010565 ECowINDOWS +756 -756 6 6-0 v]2 S y 6 R ¢ N N m U. GLASS TYPED, 10262027 a SILL HEIGHTDE 22 HTA.210/,64 Su OB SERIES 350 ALUMINUM FIXED WINDOW 22010565 Ecow.DowS +756 -756 60 v9a N N A. LAM. GLASS TYPE G, 26rz621 1 0 SERIE53W ALUMINUM FIXED WINDOW 22016565 ECowINDOV& +TSD -756 26 vea N N A. LAM. GLASS TYPE G, 26262E a 0 SERIES 350 ALUMINUM FIXED WINDOW 22016505 EcoWINDOVs +756 -756 22+0 N N A. LAM. GLASS TYPE G, 26rz621 2 SILL HEIGHT.aa AFFCEt OE SERIES aw ALUMINUM FIXED WINDOW z2mo56s Ecowlrvoows +T56 -T56 6H .ea N N m M. GLASS TYPE G, w26rz62r a ALUMINUM CASEMENT WINDOW A za,,,o62 Ecowlrvoows +Too -T56 z6.sa N v LAM n M GLASS PEA 6.v,srz6z6 a SILL HEIGHT o AF © SERIES 350ALUMINUM FIXED WINDOW 22610505 EG0+INDOW++750 -756 26v5a N N A. MGLAa9TYPEG, 10.2027 2 SILL HEIGHT a0AFF 0 SERIES 350 ALUMINUM FIXED WINDOW 22010505 ECOWINDOW2 +756 -750 sa vza N N A. M. GLASS TYPE G, 0/26rz62r z SILL HEIGHT. 62 AFF. EXTERIOR DOORS Ei.= AwMINOMOOTSWING 20-1007 08 ECOWINDOWS +706 -756 N v LAM. GLASS ,PE GI 63,26rz624 a UR GONFIGURT,ONxx �so5R ALUMINUM SLIDINGG 21,114 11 EcoWINDOMS +Too ago 6sva+. N v Va. LAM GLASS ,PE A 08.020. 2 R c0U2GURAnoNxx TapcGATE a6.sa 2 SWINGRREFERTO DETUL NOTE 1 WINDOWS AND DOORS TO BE INSTALLED AS .COMMENDED MANUFACTURE. PRODUCTS .PROVAL 2 REFER TO ENERGY CALCULATOR FOR SHGC AND GFACTOR FORM/VINO 3 WHEN FRAME IS NOT IDENTIFIED a/aPTHlcK SEE NAND as SETu°c1IEooBYOWNEq uDIrvG OR ourswlrvG DooRs. 5 ALL ENTRY DOORS AND JAMBS TO BE STC 45 6 DOOR HARDWARE TO BE SELECTED BY OWNER 7 CONTRACTOR SHALL SUBMIT DEPOR AND HARDVVARE SPECIFICATIONS AND SHOP DRAWINGS TO ARCHITECT FOR .PROVAL PRIOR TO PURCHASING ANY COMPONENTS ALL ACCESSIB. DOORS TO CONTEN.VERS APPROVED EQUAL IS ACCEPTAB., SUBMIT SUBSTITUTIONS FOR APPROVAL BY ARCHITECT a CONTRACTOR SHALL COORDINATE WIND PRESSURE DESIGN .ADS VA. N 0 A WIND PRESSURE LON. 9 ALL F.MES TO BE PAINTED WITH DA.COLOR 10 ANY CHANGES TO PROPOSEGSPECI FIED WINDOWS SHALL BE SUBMITTED TO ARCHIT.T FOR APPROVAL PRIOR TO PURCHASING SUBSTITUTIONS SHALL BE OF EQUAL CH.ACTERISTIGS.UALITY AS SP.IFIED WINDOWS 11 SLAB DEPRESION GENERAL CONTRACTOR )TO COORDINATED.. OF DEPRESSION U=Iry SLAB WI -I DOOR MANUFACTURER FOR SLIDING GLASS DO...STEMS AND DOOR.. INTERIOR FINISH TO BE FLUSH WITH DOOR SYSTEM 12 WINDOWS PERMIT ON PROJECT UNDER SEPARATE PERMIT FOR CAT II SAFE,GLASS ANN.... TO PROPOSED/SP.IFIED WINDOWS SHALL BE SUBMI,ED TO ARCHITECT FOR APPROVAL PRIOR TO PURC.SING SUBSTIT.IONS SHALL BE OF EQUAL CHARACTERISTIGS.LIAU,. SP.IFIED WINDOWS 13 GLAZING IN u.8 as WINGING DOORS SHALL BE SAFE, GLASS CAT. II LESS THAN ss F AS PER FBC CHAPTER 24, TABLE 2m6.2 n) OR CAT II IF THAN 9S.F. AS PER FBC CHAPTER 24, TABLE 14 GLAZING ACOACENT TO WITLIN E. OF A DOORS... SAFETTGLAZING CAT II PS PER FBC CHAPTER., TABLE a6s2 Et 15 GLAZING WITHIN 60' OF F.OR LEVEL IN WALLS SURROUNDING TUB OR SHOWER S. WTHIN 6, HORIZONTALLY OF TUB OR SHOWER SHALL BE SAFE, GLAZING CAT II AS PER RW10 9 .0a 4 5 16 GLAZING IN WINDOM WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN LB OR THE TOP EDGE OF THE GLAZING IS GREATER THAN 36. ABOVE THE FLOORS.. BE SAFETY GLAZING CAT VETGIT.SITLOR AT WINDOW S. DOOR SCHEDULE, MANUFACTURER OF DOOR, OPERABLE WINDOWS AND MISCELLANEOUS METALS To PROVIDE SHOP DRAWINGS AND CALCULATIONS As REQUIRED BY CODE) WINDOW GLASS DOOR SCHEDULE O W z DOOR FRAME ID LOCATION MAT pTV FIRE RATING MAT HARDWARE GROUP GLASS REMARKS POWDER SWING DDOR ROOMS BATHS SWING DOOR SOLID CORE STC 9.50 AHU MTL NA MTL LOUVERED CLOSET M.TER BEDROOM DOUB. SWING DOOR NOTES 1 WINDOWS AND DOORS TO BE INSTALLED AS .COMMENDED BY MANU ACTURERS PRODUCTS APPROVAL 2 ALL GLAZING SHALL BE TESTED IN ACCORDANCE W TH CPSC 6CFR PAFR 1201, AND SHAL BE CAT II SAFETY GLAZING 3 ROUGH OPENINGS MUST COMP, WITH MANUFACTURES SPECIFICATONS 4 GLAZING IN BATH 9 SHOWER ENC.SUF1E SHALL B GLAZING CAT II AS PER ..6 R CAT II IF GREATER s GLAZING FADOO IN DING SESAFE, LLBESAGFETY GLAZING TUB nTHIN6DOORaONTALLpA OFTOaoRBHOWERaHALLBE 8 GLAZING IN WINDOWS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18.0R THE TOP EDGE OF THE GLAZING IS GREATER THAN 36' ABOVE THE FLOOR SHALL BE SAFETY GLAZING CAT II PS ER 9 SUBMIT SHOP ALL METAL DRAWN.ALL METAL DOORS(BHALL pSHALLBEGAowo RIOR O CENTER HARDWARE ToNHNOKNOCKNOWNFRAMESSHALLBEINSTAL.DCT FOR APPROVAL PRIOR TO PLACING MANUFACTURING ,2 ALLDQDRSSHALLH.VESILFNCEVE RS( SSR64)INSERTEDINTO.. IAMBS TYPEA TYPE B TYPE C ROOM FINISH SCHEDULE ROOM NAME FLOOR WALLS ROOF/CEILING NORTH EAST SOUTH WEST MAIL. FIN. RASE NATL. TIXTURE LEVEL FIN. NATL. TIXTURE LEVEL FIN. L,ATL. TE(TURE LEVEL FIN. NIATL TEXTURE LE\'EL RN. „„L. TE;(TURE LEVEL FIN. HT.BAT-ROOMS HO WOE, P. (•) REFER TO REFLECTING C ILING P AN FOR SPECI CATIONS. EN REFER TO BATHROOMS LAN FOR SPEC( (CATIONS. FINISH LEGEND (SUGGESTING PRODUCTS, CAT. CODE DESCRIPTION MANUFACTURER P. PsTEnsirR Er COVINCT. LE FI FRENCH VANILLA MARBLE TLE POUSHED L.GE FORMAT sr STONEVENEERR TO BATHROOMPLANS ORCE. TILLS.4 AD CHESTNUT (EXTERIOR) a GYPSUM BOARD 213 GYPSUM BOARD GAR GYPSUM BOARD MOISTURE R.ISTAVIT INTERIOR FINISHES CLASS A • OTHER SPACES NOTES G_ NOT I.CEED THE FLAME SPREAD CL.SIFICATON AS ELEVATOR CHANGE BEIWEEN ADJACENT SPACES WITH DIFFERENT FLOOR FINISHES SHALL NOT EXCEED.' PROVIDE TAPERING MATERIAL AS REQUIRED TO L.EL TRANSITION VoVaLEgN,I.,FRE,Q2.0/124N/RgITNCHEN PROVIDE FULL HEIGHT CERAMIC TLE AROUND ROOMS INSULATED AND WATERPROOFED ROOF/ FLOORING FINISH PACKAGE ALL PORCELAIN, QUARRY, CERAMIC OR STONE TI. SHALL BE INSTALLED AS RECOMMENDED BY THE TILE COUNCIL OF AMERICA SUBMIT INSTALLATION MET-10D TO ARCHITECT FOR APPROVAL GYPSUM BOARD FINISH -ALL ROOMS RECEIVING SEMI.LOSS OR SATIN PENT SHALL RECEIVE A .VEL5 GYPSUM BOARD FINISH -ALL ROOMS RECEIVING FLAT PAINT SHALL R.EIVE A LEVEL 4 GYPSUM BOARD FINISH .NTSUM .ARD FINISHES ACCORDING TO THE GYPSUM ASSOCIATION R.OMMENDATIONS 1 WALLS. CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX NOT GR.TER ELAN 200 PER R.2)2 9 1 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 450 AS PER RN. 92 3 WINDOW LOCATIONS.. BE VERIFIED WITH BUILDING ELEVATIONS TO ENSURE PROPER PLACEMENT NOTI,ARCHIT.T OF ANY CONFLICTS 4 CONTRACTOR SHALL CHECK S.. AND U-FACTOR FOR GLAZING SUBMIT DOCUMENTATION FOR A.HITECTS APPROVAL 5 INTERIOR SITE APPUED TO EMIT LOW V. SHALL MEET THE ECIiFIED VOC EMISSIONS LIMITS IN ACCORDANCE NTH GREENGuasD 7 E.VATION CHANGE BETWEEN ENT SPACES WITH DIFFERENT FwoR FINISHES SHALL NOT ExCEE6 WALL AND FINISH MATERIALS SHALL NOT EXCEED THE ...SPREAD CLASSIFICATION AS INDICATED D 12. PROVIDETTAPERIING MATERIAL AS 8 WATERPROOFED SLAB CONCRETE WITH SEALANT, EXCE. FOR BALCONIES AND TERRACES THAT AREA ABOVE INTERIOR UVING SPACES, WHICH WILL BE PROVIDED WITH A FULL INSULATED AND WATERPROOFED ROO, FLOORING FINISH PACKAGE 9 ALL PORCELAIN, QUARRY CERAMIC OR STONE TILE SHALL BE INSTALLED AS R.OMMENDED BY THE TILE COUNCIL OF AMERICA SUBMIT INSTALLATION METHOD TO ARCHITECT FOR APPROVAL 10 GYPSUM BOARD FINISH -ALL ROOMS R.EIVING SEMI.LOSS OR SATIN PAINT S.LL RECEIVE A LEVEL 5 'GYPSUM BOARD FINISH -ALL ROOMS R.EIVING FLAT PENT SNELL RECEIVE LEVEL4 GYPSUM BO.D FINISH ...UM BOARD FINISHES ACCORDING TO THE GYPSUM ASSOCIATION RECOMMENDATIONS REQUIRED TO .VEL TRANSITION No Dote Ascription Drown 01/15/2023 MG checked ay SCHEDULES A-2.4 J 1 LEGEND: ▪ GLAZING WINDOWS aODORS DARK COLOR os E SMOOTH STUCCO FINISHING COLOR o KEA,IL PORCELAIN TILES ,ax«DANADACHESTNUT s ONI,ED4OP�P A te""' PRIORTO MANUFACTURING o RE ,DONCRETESODPPERSDETAIL,, 22 Hgff NDA 2,�A>, 58 ❑fi A SEATyin(i1rvcwo GALLONS SIMILAR /i4285LIas. REFER FILLED STRUCTURAL DWG'S FOR REINFORCING FLOOR SOUTH / LEFT SIDE ELEVATION 2nn LE/EL E. QNc.ewe,,°°' EAST / FRONT ELEVATION U J J = O i• l > W M J Q a M a F =o D � 00— • 2 Y a,)g ix co LL Z • D Ng J .a a,- (p o22 1 O ) A LC) No Pete Peocnobon oMc ,C.Erer, 6721ae. Prawn by 01/15/2023 M G cby SEAL ELEVATIONS A-3.1 LEGEND. E GLAZING WINDOWS a DOO. DARKCOL➢R ▪ SMOOTH STUCCO FINISHING COLOR SHERWIN-WILLIPMS /SW9582 WHITE SAND E KERTILE PORCELAJN TILES ,8X45 CANADANEEs,N, � s �,`Ec, oAArcPdAO�A�Mn PRIOR TO MANUFACTURING ▪ REC.,CONCRETE SCUPPERS oE,aE,,A22 ▪ STEEL SCREEN ENCLOSURE AND DOOR NO2109140ba Es STRUCTURAL DWGS FOR REINFORCING FLOOR �.a.ParcP NORTH / RIGHT SIDE ELEVATION E E E DECK 2. LEVEL 0 iucio 120,, WEST / REAR ELEVATION Drawn 01/15/2023 MG Gedey. 23-101 SEAL ELEVATIONS A-3.2 T.o.�oNT.KEa; � 000000 i N I I R I i i I I t i I i i i i i I 1� 1 _ SUITE HL I °NM°NMN $ N N N N N N N N I° N N N N N N N N NON N N N N N N N N fJi LEGEND: M GLAZING WINDOWS DOO. DARK COLOR ▪ SMOOTH STUCCO FINISHING COLOR SMOOTH o KEA IL,P R NswES HOMBURG GRAY KITEc417XFAoPZMIn o PRECASTCONCATESCUPPERSDETAIL1A-22 SEATS /314 GALLONS OR SIMILAR DRY/MAXIMUM FILLED WEIGHT (INCLUDES COVER) 6E5 LBS /4206 LBS REFER TO STRUCTURAL DWG'S FOR REINFORCING FLOOR ,a. 0+11 T a' o °aEKM -40:a. corvn=111tg BACKYARD DECK BUILDING SECTION 00 oEP,AA E', ,o.12101 a L'Fe4A HA m EE EEEEEE DRIVEWAY ENTRANCE UVINGAOM DINING ROOM BACKYARD DECK 0, BUILDING SECTION U J _1= O i• l > W M J Q a M a F = o D � co_ • 2 Y a,)g rx Z • D Ng _1.a a,2co o 2 O N SA L.0 No Note Deocootion o R°, oK., Eae. Drown NY 01/15/2023 M G cby SEAL BUILDING SECTIONS A-4.1 T.O. PAPARET DEOK adLEvEL (D BUILDING SECTION O.PA PE;4- TOPA�AP.� 1 LEGEND: El o GLAZING WINDOM OR OAAKOO SMOOTH SNCCO FINISHING COLOR o KEATILE PORCELAIN TILES /GMCANADACHESTNUT RIOR TO MANUFACTURING o PPRECAST CONCRETE SCOP E. DETN L GA g MECHANICAL ECUIPMENT REFER TO MECHANIC, STEEL SCREEN ENCLOSURE AND DOOR NOAz,�,4o TO DETAILS NO HEIGHT ,UMINUM FRAME WITH PLANS s o ,▪ SAIEXIT O o "Ts"»a lirSUZFLE'R% STRUCTURAL DWGS FOR REINFORCING FLOOR UITE HALLWAY I KITCHEN / DINING 6; moo. GLREAK,s .41121.4.1412E .12GEGGIGSPE,MAL__ BUILDING SECTION -4ro. xoaooEa< 0 BUILDING SECTION 0 J J = O IL i• l > M J Q a M a F = o D � Go_ • 2 Y araj ,)g Z Ng J .a co o w22 O N SA L.0 No Note Deocootion o 2412 22/.; 2721222e4 Drown by 01/15/2023 MG Checked by SEAL BUILDING SECTIONS A-4.2 2=-Mg07,0,2re""" TE.n=01A' B. MVO. BNB. MP FLASHINE A.MIN. ON P.XPEL CO B3E NIONAL BALT, ROOF MBE. OVER WOOD 123.19.0.3 WIN.. ELM.. SHELLANG.OHNECE SHALL BEN ACCOPLI.C.3211 S... PAL ELEc „ D .5 MER PRE/ANUEXCLUPED ELOPED En. ,„0.E+EE;E =s4g :2E.0237 .'°F 2‘n- BAKKE 2 0.1.1 CELL FOME. APP.. THICKNESS B21.102MB:n20202gC=12B2 32.0.1.31200.11E.ANG THELOP OF LLE ROOF F. ONG MEIKEEPEELFTEPS. TYPICAL INTERIOR OEMS 2.4.2.2 CHF NOELS di IC 0.0 ONE .3E.. SCREENS E. 0, PAPER .3E EMBEDDED IN ODADETIOUS MORO.. CO. JOIN. EXPOSED 1.1.SCRIEN EFL, OVEREE MTH 0031..2 UNDERSIDE 0.2002 TRUSSES MEDI FLIED '11.01 CPU. 20 341.03. SCHEDULES POPOE.L.ILEMEPALLEP3300FING CALF .1 33 432.10DBLEALLINO V... -0 'IOU PAFTERS...3 O., AEFEL 20 3.1,21211. BRUNO FOP SPECS, .12 STEEL BEA, NASH/COAT EL-CHING FOP SIEE 3 DER13311.0. DELCO FA22 T/LF`EF2;1 Ili'iR2237'1 ':/-B'EUL C ZS' 33.7D 212.121.g/313231=C"01;ORJr OOP JCIN23 BAUSCH, NEEDS CO.P. 21211 CO 2POU. JNBEFISICE OF MITIOSIMT. 0312.31. DOOR REFER. YINDCMS SCHEDULES PORCELAIN ALE OVEROWEIPPOORNG VgBEINOEK2C20CN22Ehr2E2 22'2 T 0 25'LdA'. 1. LEVEL &Ad... DECK .832P2FILE22P223'BET±.3.1.2P,IrD'%'EnFL d PENFORCING1320. " ()WALL SECTION O 2213242P POOR 26.23 OVER 200C DEM Bre, PL,3003 SHEETHING d BEBOP., S.. BE NEG.!. ..2.13.1232.312 BAG'S CV. MEW!. FLOWED SLOPED RAFTERS 0.2. REFER 22,011.A. PACO ECK PECS. STUCCO SLOPE@ OBER cEu ETE, ,,,N,E,..BELE CAP. SEE S . BAL To pA-1,2,s1E-ET 0032 STI1000 MI. ON 13 C.C. BLOCK WALL EFBILEFIEB;;ELEP'ELF' Tn. E'sZAZNrinUCionndERcon'2°2 F.XIING VEXIBL=EFILZE 222F BLIANO DOOR REFER -0 SKEW SLOP DPLOIN, 20 APOLVELL FOP P.M_ MOP BOW AFAC-LPING. PORCELAIN BILE OVER ABLEPPPOON. 'gMBI=FITf 21L7112E'E.22l2.L BARTERS @IV a.c.FEFErro ,,nuc-run, SEE FOP SEE& Ed, .11, REINFOREING SOF. SCEEED Cin 0' 7.1/1Elff wirr, DETA.m.4.23 HUM HAM ONE L.. &NM BOMB AMC,. 2, 1' MALL SCREAS 6' 0, =LEER WE EINEEDDES CEICEUTIOLS COMO. CEEB AN. EMS. LIKBERSIDE oF nooc 'MUSSES 337E. AUDIO 04321,22.1 POPOEL. ILE OVER P/BERPROOFING 3.2BPANE ON 01.030.SLO3 MEP MPO2 EARNER ON COMPKOTED FILL. PORDE. CNIBLIP.A.I.PLAP BED ON F' ENC. 3.013 BARN. ONC03.22ED FAL. ='SM 131 LEVEL 1901.B.2. MEC. MONO MLR 33.13 24.1ER. SEE Fn.., 12 'OE.E013 SIEE PEN...GIN, ()WALL SECTION , 2 3 1 SC1LE I AT0 MECHANIC. EOLIVOE. B2E=11=3"!2G.'57N22E"' "2. ELEV 3224, T 0 PALIPPET 0 COBB KUNO AM. CA 3' REINFORICEOCCK, BLOC/ S'ALL.EFER - 0 CMG.. HAAN° ROB PECS. CONVENE.. BA,. PON .3./.93 ELEV. +22,' 133331M2 PLW1OOD T.0..002 ZO,K 4 A2On-BItENBglr:32412lt122ELVI. MEP PPELI.OEFOLL BED SLOP. BARBERS ELE PECS. EAVSE. SPENCE. FOX. APPLIED DIFELLIV 20 THE UNDERSIDE OF WOOD De. AND THE ELBJCBLEAL SHEFTIKAG - LE TOP OF THE OOF FIALING /CREEPS PULE.. 0asuon.‘,/,6,0=g"R MBBIBLE InrglE'g1S21132CIFNED =d=r12C20°3==LA"5. ______ 1300.12115SES MERL I I I PORCELAIN ALE EVENKFTEEPPOORING r=ESITid1211Z22,133E211°E'E2:0233 RAFTERS C.C. AEFER -0 oldrouo/Pod T =2./E.G2K - VI XL WEIN. CEIUNG UN. /2. WSW BOAP.T.OHED. EMU.] LE31.2.038 0.1.01N2S. ELPOSED,AL LOPES CM.. AVE COE., HOEPSIDE OF 13002 THESES 535.31. DESIGN NO.335, LE BONO BLOM., ErlYSLOFETB=BN2=22 OPLAING FOR SPEC. CO A ENV.. CALTLP ROOF 515.315 CEEB WOOD MOKS av N,/,12.33192333,3 3.200LISHELLHING /NCHOPAGE SHALL PE In /OCOEE/ACES!. 2.1.21213. DSOS OVER REMENUELCLUPED SLOPED BORERS P1330.C.PEREP 20 S-21.2.3L ZI=FLUCCO MASH ON 3.0, 1‘1=d2.23=21LETE=0 .0.4%.EP+U'i: BODE B'EtTNIT221.E=LERI2OFC:E"' BLEW.. Li 2.202 OF LLE ROOF HOP 32.E.1333 DWG, r/FATITZdLEBEF22 0.CRIBLE AL SEE 321320.21.2.302. 0 BCP.E BEALL SEE STROC-.32.3.3. CO.SLUCCO ROA. 0 'I 2 CO ...LOOFA, PAH ILLEPIOR RA ISLES 211.3......1 ALL EESA. B. FUNV. 3d. RP.. BOARD 20 10.1.9. OF CC.... ROOF BECN PORCELVOILE COB. ArEBB200.1. PORCELAIN ALE NEE KKTERPROOFING VEXIBBANE BMA.. C.FACTED FLL T.O. 'CONC. 5.12 1. LEVEL MEP. MS. LEVE fo t17;E:Ei+iegT 4 2nd LE /EL n03103.10 C.C. ROOT. OVE.... SCE CONIC CONO.002130 CEEB B.RIER.SEESTRILOTOR.On(22. FOR NEE .POR SEE STFUCLUFAL FIENFOPCP. INFO n FOP 312.3 FIEINFOFICRIG INFO ()WALL SECTION ()WALL SECTION SCILE S-JCCO NEP COACPETB.P. :1332122B2E2Ing2dgrgli'llSNTZO2=3 MOS OVER MEM/ AUFACTOPED SLOPED KEEP 20 STPULLOPEL FOP SPECS. BALSEFL LELL FOX. APPLIED THICNNESS -0 ACHIEVER33.3FLED B'ERIFE.2.71TE2EELU5'711en'OF0'"" -OP OF THE ROOF COL CAM MOP BEY. SEC nXTE0T0e,'1!0`,,,,'0Z 'BEAFFZ'CFFIERSiti2OK'SIBBXFIELE 233.1.00.2.12, VENAL DISCOMVUBIES WERE' BETEP423'22PEngXLE22/%2FOR DEVILS. INTERIOR RUE., THEREFL E. EEN B. FURRING 33 ON.L. 60.20 -011NDEPSIDE0.3002 ROOF Had CLOSED BEEP WOOD SLAM Urn FULL AMMER BEE BTELF ELLN ULMER ON COORFOLED FILL. .32IKO COE. FOOPAG MEP CAPOP EXPNER.SEES2,0115,3 WA. FOP SIZE PENFORCING LIFO. WALL SECTION X F Lai cl LIJ z < w > < < D () co o CU o Z o < co u-) No Note Deocnotion 01/15/2023 MG Checked By WALL SECTIONS A-5.1 APPLICATION TVele°02°.°1°;;TTLITZUNR°' SURFACE AND NOT ENTER INTO THE FRAMING A 1, ()SOFFIT DRIP SCREED V A A SOFFIT DRIP SCREED APPUCATION DESIGNED AS A SOFFIT DRIP SCREED PROVIDES A M. REVML DETAIL PREVENTS WATER FROM RUNNING DOVVN FASCIA AND BACK INTO THE SOFFIT AREA SURFACE AREAS HAVE STRIATIONS THAT PROVIDE POSIT VE BONDING Zo'e.'s,==4ERTZi.elsg• BASE AND FINISH ? 0. WINDOW / DOOR DRIP EDGE ROOF TRUSS BYO -HERS 2tX 2 X -NM STEEL ANG. 1/4 SCREWS lz o C TO TRUM AND FRAME GYPSUM WALLBOARD WOOD CMING: 1 LAYER OF 5,131 tr GYP BD ADHERED TO PLYWOOD SHEATHING ()ATTIC SCUTTLE ACCESS PORCELAIN fILE aw-, 1;1121322PACN WATERFTRNOOFING SLAB MCATION BALCONY NOTE: REFER TO lAcITLLIZIFIRM ()TYP.ENTRY THRESHOLD DTL. TILE S'BONENDED CRACK ISOLATION —7,7Aeor.",'7,1g,2,770tc— GROUT II PRIMER 1 SEALER FOR GYPSUM O) FIRM -FILL BRAND GYPSUM CONCRETE MIN So, lF,31,,wPRoolME„R INTERIOR FLOOR °TILE OVER CONC. SLAB (TYP) °ACOUSTICAL FLOOR DETAIL 124GYPSUM BOARD ®yC:.00 PFHNN‘l'El INT '67 4:F; Me11101 Senton s-rucco;= Desse No USES Poeet Lrychated aly eemet VerheM Pete eleSSGed shale; ErIE11%,, 52;7'5! L—EVA2-BgLIT°NAN°THE2 12E 2EE F22'" SOW NITL RUNNER SEALANT 0 DOOR JAMB DETAIL INTERIOR CAU. STUCCO FINISH 5MONCRETE WALL EXTERIOR NOTE REFER TO PLAN TO CONFIRM DCPOR SWING OPENING DETAIL NTS 4.STANDAFID INTERIOR PARTITION WM OAP MIMS WITH 1, GYPSUM BOARD ON ROT-151D ,s-rANDARD INTERIOR PARTMO WAM GYPSUM ,M BOARD ON ONE SIDE AND WALL ES FINIS OVEFM SYSTEM N0.5)-L-2121, DEMMER 20,00 FM -HMS —I AND HIMSEE IMP 3 MATING-0 IM .LOLLAPPOIBLY —"Mel OP IL FI,MME WPM, LOLLIMGCMILEYALLAMELIEL,MLL COLOPLIEME OF The ILIMBILL.SO LalleeFSFEHHEE TeTt=11ESMITETVE:111AELOEVIE=Ot‘1=SOlP'5Z1j1F11ThEEMLn'greH'ILR',AiNCIDEPHHMLP1PLICEI.FrIEFr1=-FS'EVELECIfiTCIEE'leleEet MOH TO BE LIN 2.1, ME ZIG SPANISH TM. CIC. B. SMSLIZ BONY— M L Gale:MTH SOLIS, PNOEFFEE FEGFE.,F PEPSIN COLGOME EMS TRICE GESSOLIMP OL OEMS, ORIGLOT, SHALL PE XS SPECIFIED le THEM,. CALL AKE OPT110,ESIGVIME WC OF OPEL,ING LEOS ME HOE, F RAMP OF ThE HPESTOP SEMEH CEO, "MINE KU, HPE POW 0,1IE CALL ESSE., Wel. -rnRouen EMMEN. — ALUM,. ere 0,1,, Be eeICEME ,e nrs-ropsys-ra,rtn.. VISISMMEMP SO.. Hee OR TEM TO Be PEGG SUPPORTED. BOTH SCES CF CALL AMC., THE ',LOKI. GOES END SEES PEW. LIEF P,SER ILIELMILM CHUM. ICC NM—IMO MA. Gele ME Ma CBS SCHEDULE JO VOLUME OP SORE COM EIS PIM =0,5e IL CLOSED C.C.S OP SUM, 01,Mee COL ISMS. SP VENT PM. SISTERS. B. 4,FLOILIMIL,Iliale Le MN,. EMI NM —WOO 2114. EILII OR SILIOMPI SCHEEL, "IL) COLE. OP $011,0P, Be !LIMED, UM IN FLOM] PROCESS OP SUPPLI" OF I ENT. OPHAMOSFE OF VENT RPM SYSTEMS. 0.011LOHNOM EOLMINFL ORLON. OEM, — NOG IACIOSOF MSC., SEP 17 EIGGEIM FOP JSE CLOSED MEOEMS OF SMEGI MPHIL NE, CREELS HP,SESTELIS. CPOSSUNEED POLYETHYLENE CEEI I N. 0.110P SLI,E, SSP F. GCE FO,SE GLOS,PPOLESS OP W., PM. SHOWS. COMP LINOLITEPENCE OF NE PIPE OME HD SLID INN ANTAXMAME MCM,MTE EILIMME FLO. NM NE SUBMCE OF NE TALMMAP INS-5,ED ON EACH SURFACE CHM WALT PEC-LOP.L LIMCMLX MAP SNIP 1P2T ff1P11HMO'SefA;1PC'E' 1FVILOLO BOARD INSULATION IN BE1WEEN (PROVIDE CONT I. TOFR'gT FPUNFERVINg 1=TVPA11'EF) TILE VENEER OVER 'IDMECTRWLrlITMEri'EA7 DISCONT NUIT MCASTLIN,,CE CONC WA, E FURRING 1, GW MTERIOR CLAD PORCELAIN TIM OVERCOAT STUCCO SEE FLOOR PLAN ELEVATIONS PARTITION WALM NOTES 1 REFER TO FINISH SCHEDUM FOR EACH ROOM 2 22,25=20'202Js240.4752,72MRG222=22 azvgzgA71,.%',°ufER:zzliTsoHRozHFrorr ° 3 2ATEPAE2R2P,-20rIEL2SE NONASBESTM FIBER -CEMENT BACKER AREZZO:A212.12UL2s7N252HGOLt25"T°N2D12X-2LLED IN ACCORDANCE WITH -HE MANUFACNREM 4 11.VX52-2O2DrA2117HROUGH-PENETRATION FIRESTOP SYSTEM W-L-2121 FOR FIRE RESISTANT WALL A VM ,,L49 SECTION A -A No Note Hocrottion 01/15/2023 MG checked by WALL TYPES & DETAILS A-5.2 TILE SET OVER4.10.1,-IBSVAR WATER-RESISTANT GYPSUM BACKING BOARD PAPER -BOUND EDGE FLEXIBLE SEALANT SHOWER RECEPTOR SHOWER TRAY NOTE -SHOWER COMPARTMENT MUST HAVE FLOOR SMOOTH. CORROSION RESISTANT AND NONABSORBENT WATER-RESISTANT MATERIALS TO A HEIGHT OF NOT LESS MAN PO INCHES ABOVE THE COMPARTMENT FLOOR AT THE DRAIN. AS PER FBC 1204.3. RLAFOND ,0 MASTER BATHROOM ELEVATION "IklEmSL,D_FVER ADHESIVE WATER-RESISTANT GYPSUM BACKING BOARD B"CMUWALL PAPPBOUNDEDOE� FLEXIBLE ,/4 GAP SHOWER RECEPTOR . MILLS SHOWER TRAY SARLOYNNIL (WATERPROOF NE) WOOD RAFTER BATHROOM ELEVATION 2W4 STUD V _ TYP. SHOWER DTL. ,/4" GAP 40 MILLS SARLOY NAIL (WATERPROOF NE) WOOD RAFTERS GENERAL NOTES PLUMBING FIXTURES I ACCESSORY SCHEDULE (SUGGESTING MODEL FURNITURE) LEGEND. Es (PURCHASED INSTALLED BY GENERAL Donn 2-SEE PLUMBING DRAWINGS FOR PLUMBING FIXTURE SPECIFICATIONS 3-ALL MIRRORS TO RE CENTERED V93-1 LAVATORY EAU_ SOUD PARTITIONS TO RE I" MI NIMUN SAILL9T2c3E,0211cH/A2c4gULT_EZAM,O0NNTHE OREN/WIDE SIDE OF THE ROOM SALL ELEMENTS WITHIN AO" AF F. SHALL BE SEALED TO PROTECT STFUCTURAL ELEMENTS FROM MOISTURE DAMAGE PEATHROOM WALLS TO BE MOISTURE RESISTANT GYPSUM BOARD PAINTED WITH SHERWIN WHAM LATE( PAINT REPAIR ALL DAMAGE 8-VVALL TILE MIN UR TO 49. ABOVE FINISH FLOOR 9-GLARING IN RATH 9 SHOWER ENCLOSURE SFEEL RE GLARING CAT II AS PER LAILF[cUHIRFT"cfLLFIFE0RAATFH,RODIL;LTO RE SELECTED BY OWNER SUBMIT SELECT TO 11-REFER TO INTERIOR DESIGN PROJECT FOR FINISHING ,z DEW. E.2FOR OPrORALWALL REINFORCEMENT ORHOCRNG MASTER BATHROOM ELEVATION o R�ELONGATEDALL-IN-ONE WHITE EEo o RANG RINKVANITr/ ILFRTONERORFAOE o SHOVVERSTALLVVITHGLASRDOORR,IN30.WITO o HOOK o TOWELR>R o MIRRORS UR CEMOUNTEDTOILETRARERDRPENSER o DOUBLE SINK VANITY /WHITE SILESTONE SURFACE o RAD,TUR 19-11. o RANTED GYPSUM BOARD O ILEPRD, ▪ WALLPOROELANTILE „RD) NOTE SUBMIT SAMPLE TO ARCHITECT PRIOR FOR APPROVAL PRIOR TO PURCHASING t' } } MI11111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIEIIIIIIIIIIIIIIII E OLR z-,D R, LEFT RESIDENCE O MASTER BATHROOM 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MIIIIII T. T T BATHROOM ELEVATION 0 BATHROOM ELEVATION POWDER ELEVATION n POWDER ELEVATION IFLAFOND POWDER ELEVATION SCALE 105'5110 I LEFT RESIDENCE BATHROOM FLOOR PLAN 9/3 W1111111111111111111111 POWDER / LEFT RESIDENCE No Sete Doom.. Drown LA 01/15/2023 M G cev SEAL BATHROOMS A-6.1 BATHTUB OR SHOWER REINFORCED AREAS FOR O ADAPTABLE BATHROOMS PLAFOND 0 i i 0 i o � o A MASTER BATHROOM ELEVATION NOTE pROMDE BA KING FOR WALL CABINETS F B C 2 10 513 2. iFRPPOFAH NBNETSRPLUa`�sOSURTOia,cCIOFASTENED FIXTURES CABINET TO MASONRY WALL DETAIL FS ti OF WALL CABINET ALLCABINET INTERIOR PART TON W- 3 5/8. METAL STUDS AT FLOOR CABINET ..4,TATB/ZMLNTF,IXABCcH VF,V4A41.J6H‘,U,NAPLUMBING FIXTURE AND WALL PROVIDE.. MTL STUDS KITCHEN CABINETS WALLAS PER F BC CABINET TO PARTITION 0 WALL DETAIL GENERAL NOTES PLUMBING FIXTURES / ACCESSORY SCHEDULE (SUGGESTING MODEL FURNITURE) LEGEND. JatTg0001,MNATZSFOor 2.1,1ZPSED S. INSTALLED BY GENERAL 2-SEE PLUMBING DRAWINGS FOR PLUMBING FIXTURE OM, SPECIFICATIONS 3ALL MIRRORS TO BE CENTERED NA, LAVATORY 1-ALL SOUD PARTITIONS TO BE 1. NIMUN OPEN/WIDE SIDE OF THE ROOM 6-.41.1 ELEMENTS WTHIN AF F, SHALL BE SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE DAMAGE 7-BATHROOM WALLS TO BE MOISTURE RESISTANT GYPSUM BOARD 8, PAINTED WITH SHERWN VVILUAM LATE, PAINT REPAIR ALL DAMAGE 8-WALL TILE MIN UP TO AV ABOVE FINISH FLOOR 9-GLAZING IN BATH &SHOWER ENCLOSURE SHALL BE GLAZING CAT II AS PER 1A0E-FcUHFIITTg70=001,,,ZTO BE SELECTED BY OVVNER SUBMIT SELECT TO 11-REFER TO INTERIOR DESIGN PROJECT FOR FINISHING Tz DETAHBAbz FOR OPTIONAL WALL REINFORCEMENT,BLOCKNG PLAFOND O MASTER BATHROOM ELEVATION BATHROOM ELEVATION o ELONGATEDALL-IN-ONE o SINGLE SINK VANITY/ WHITE SILLSTONESURFACE ▪ SHOVVERSTALLWITHGLASSDOOR(MINSMwo-, o HOOK o TOWEL BAR E MIRRORS, OUNTEDTOILET PAPER DISPENSER o DOUBLE SINK VANT.,WHTESILESTONESURFACE o BATMTUS o PANTED GYPSUM BOARD o BULL-NOSE TILE ITHO) o WALL POROELANTILE ITBD, NOTE SUBMIT SAMPLE TO ARCHITECT PRIOR FOR APPROVAL PRIOR TO PURCHASING 6,0 BATHROOM ELEVATION RIGHT RESIDENCE O MASTER BATHROOM [ L.T.TII 1�1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi fi RIGHT RESIDENCE ()BATHROOM FLOOR PLAN 111111111111111111111111111 ioione[ POWDER ELEVATION POWDER ELEVATION POWDER ELEVATION POWDER / RIGHT RESIDENCE aCE1,--0.n, 0 sG VTo z No Note Deocriotion Drown NY 01/15/2023 MI Checked NV SEAL BAT`0OO;WS A-6.2 STAIR GENERAL 105.5 1. STAIR SHALL RE 0011PLIA ALE DIRT GRAS=ARILITT REQUIREMENTS. 2. STAID BUILDER SHALL REQUEST A PRE5COASTRUCT1011 CONREPENCE MAT ARCHITECT TO DISCUSS DADRICAPON OF STAIR.SOVIT SHOP DOOR =RICR TOAROTITEOT FOR 8,10 KUFRAH. OBTAIN TROHITEOPS ADM._ FORANT DESIGN CHANCES. 51. TDRAIL LRIPPITC STRFALES SHALL BF LON., OUS ' 'RHO, INTERRIPTION NESE SOOTS 00 OTHER OBSTRUCTIONS. 5. ALL RAIL1NGS D AI,DVED ALL111 ATV FINISH. 7. STAIR 517EADS AND LAND1110 SHALD BE FREE OF PROJECTIONS 07 JPS 11-0T TR!. STAR USERS 8. ROUSE 1 SLOPED] PREVENT TITTER ASCU. 15.1011 ON ALL SURFACE CUTS. STEPS AND LANSINGS. 0 D. 0101.101 EILESS 0,411.1 THE SIZES OF AD,LENT SHALL BE 77011BITEP 10. THE .0IATION BETTEEN THE SIDES OF THE LARGEST AND SMALEST MDR 00 KOHN,. LARGEST AND WALESA TREAD DEPTHS STA, AOT EACEED1S HANDRAILS STIALL BE PETALLED TO DAOSIDE A CLEARRTICE OF IlOT LESS 070.215 CIRCULAR CROSS SE01101115. A A OUTSIDE MAUER 051107 LESS THAN 11 AND HANDRAIL ENDS., BE 7001RNFD 70 THE OALL 07 .00R. 1„ S111111017. SHALL SOWN, MD FISCR SCDTS 20945 FOC 10502.1 1.00OCA OLE WIND 1. GUARDS SHOO, NOT LESS THAN, ADDLE ACTODENT FINISHED FLOOR. 2. OPEN GTARDS SHALL 1-117[11.RWEDIATE RAILS OR AN CRAAIMEAL PATTERN STION THAT A SPHERE 01A 01551E., NOT ADDE TO PASS THROUGHAM OPE511110 117 TO A 3. ALL C.ZINC STALL BE TESTED!, ACCORDANCE M. LPSL 16 CFR PA TT 52017AND SHALL BE CAT ROAM. GIAZIAG. I 1_ SHE, AT,ER STAIR °ENLARGE STAIR SECTION 5,LE 525,, CONNECTEDIN ALSIOADO BASE SHOE TO BONG CCE.STAIR.SUBAUT SHOO DAMS OMR TO ARCHITECT FOR APPRO.'. 7AIOR TO 151.A.FACTIPWSIGN 52. FAGINFeR1 5.125fi,„Ii;EevC10 dmi HHHHHHHHHHHHHHHHolluimilmilmilllf- 10 TREADS 0 15 1111 IIIF LEFT RESIDENCE ENLARGE STAIR /2nd FLOOR PLAN 'SCONE,. TIAL01.90101.9 BASE ST105 TO EASING CONO STAIR. SABIAIT SHOP MG'S PRIOR ro ARadnEs-r, A70 COAL PRIORTO OANTRAOTORING iDEAGN SP.ENGINEEDi AR' I T SHE, NG UNDER STAIR 1,1 SP515157RE I INOTAODEABLE I I uP- 1111111.111111111111111111111111111111111111111:11111111111111111111111111111111111111111111111 11111111. 13.75030 11 LEFT RESIDENCE ENLARGE STAIR /1st FLOOR PLAN 0.101110. EOLIP/TENTS ODER '5ALL BRAG, Fr 5,57711,1=225291 CON 5.01051.1301.10 ROCD STSTEDS ELe5,22505 RAFTERS AD. 0.0.AS PERI...F.3,5S TRUSS ANCHOR 1REDER TO STRUCTURAL DRA051 0 FOR SRDOS' AS' 5 DLCATIAG TEMPERED. OLASS RADIO MTH S.S.ROAND HANDRAIL ,55,5 ADDA11.151 BASE SHOE TO EXISTING °S, PPM TO A7GIOTEGT =OR A =PROD. = PRIOR TO /TAITTRASTURING MESE, 05' SO. ENGIN, 2.01r5=111'5' OONO.S,D 10,.1000L SHELDING ORD:RS.1R 0 ENLARGE STAIR SECTION " 4 16511Z01 a 11 11111111114 ill L M111F7F51DTFgrf6;7175=S2151SIg'T'15'01eXeltNRORH'11;01110;01T5 PRIDR TO AMATO, FOR ADDADVAL PROD TO DAITTRACTOPOIS ,DES10.11130 SP.ETIGIAREDI RIGHT RESIDENCE 0 ENLARGE STAIR /2nd FLOOR PLAN 16 TREADS 00 11' 1111111111 I 1111111111111111119411111111111111111111111111111111111111111111111111111114 11111IT FT-F-F-F, 1 1 I 1 I I I I I I 11111i•moi 1 1 SHELVING UNDER STAR CM:7E0P 01,09010.9 E SHOE TO DIS.10 00NO.STAIR. SHOT 010P 0,11G'S PRIOR TO AP500171051 ROD AF ARAL POPO TO ANORACTUDIN3 iDEDION EV SP.E1GIADEDi RIGHT RESIDENCE °ENLARGE STAIR /1st FLOOR PLAN 5°- ET.LEOV001'1G'SLT IDIDLEVEL X F ui LIJ z < L.L., 0_ 1— > < < D (j) a 2 E 00 0 e- LiJ o < co No Dote Deocrortion Drawn 5/15 01/15/2023 MG Gecked 23-101 STAIRS ".1241'tu'r A-7 i GRADING AND DRAINAGE LEGEND O STRUCTURE DESIGNATION ®--E NLET W/ to PE EXFETRATION TRENCH POLLUTION RETARDANT BAFFLE PROPOSED ELEVATIONS EXISTING ELEVATIONS PROPOSED TYPE 'N CURB PROPOSED VALLEY GUTTER DENOTES CONCRETE SIDEWALK DENOTESPROPOSED ASPHALT PAVEMENT DENOTES EXISTING ASPHALT PAVEMENT TO BE MILLED AND RESURFACED " WITH FC S.5 NOTE: CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDI110NS OF THE U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NP DES) PERMIT. IN PARTICULAR, SEDIMENT AND EROSION CONTROLS AND STORM WATER MANAGEMENT MEASURES SHALL BE STRICTLY FOLLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION, SEDIMENTATION AND STORM WATER MANAGEMENT MEASURES FOR THE DURATION OF THE PROJECT. ONCE THE PROJECT HAS BEEN COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY STORM WATER MANAGEMENT MEASURES AND SHALL DISPOSE THEM ACCORDING TO CODE. NORTH TINE OF LOT ME 32 EAST 15' , LOT 30 z �'I 3U Ord LOT 27 SW 5 STREET - I, I w7 I z> PROP. 11LF OF 6" TRENCH DRAIN 1 PROP. 47LF OF B" HOPE STORM PIPE LOT 32 LOT 31 1 PROP. AB" Di INLET PROP. 1]" ADS INLET RIM ELEV. 9.50 RIM ELEV. 1050 INV. ELEV. 7.50 INV. ELEV. 6.75 PROP. OF OF 15" HDPF� PROP. 47LF OF B" HOPE EXFILTRATION TRENCH (9 WIDE STOR PIPE fe �- ET F'F1,1.1,1 PROP. DUPLEX BUILDING FINISH FLOOR ELEVATION 12.00 PROP. 55LF OF B' HOPE STORM PIPE PROP. 12' ADS INLET RIM ELEV. 10.50 INV. ELEV. 7.50 LOT 26 PROP. TOLE F 15" HDPE EXFILTRATIO TRENCH (4' WIDE) PROP. 4E1' 01A INLET RIM ELEV. 9.75 INV. ELEV. 6.75 ROM 1. ALL LONSTRUCTIW SHALL BE IN ACCORDANCE 9.11H CITY OF MIAMI PUBLIC WORKS AND FLORID* BUILDING CODE LATEST EDITIONS. 2. 000TR*CIONS SHALL COORDINATE WITH ALL UTILITY OWNERS FOR ALL REQUIRED ADJUSTMENTS AND/OR 3. NO DEVIATION FROM APPROVED PLANS SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT O 1HE ENGINEER OF RECORD. REOUIREMENTSPOF 1HEE PERMIITINGEAGENCY SHAILLTBE TAN ACCORDANCE WITH THIEIR STANDARDR REQUIREMENTS 5. ERECTION OR INSTALLATION OF APPROPRIATE SAFETY AND WARNING DEMCES WILL BE REWIRED DURING THE CWRSE OF ENT OF CTON. ORT DEVICE' WILL BE IN ACCORDANCE WITH THE REWIREMENTS Of THE DEPARTMENT Of TRANSPORTATION'S "MANUAL ON TRAFFIC CONTROL AND SAFETY PRACTICES' LOT 25 NOTE: THE EXISTING UTILITIES SHOWN IN THE PLANS WERE PLOTTED FROM THE BEST AVAILABLE INFORMATION. HOWEVER. NO ASSURANCES ARE MADE FOR THEIR ACCURACY. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES IN THE AREA OF WORK BEFORE BEGINNING CONSTRUCTION. IN ADDITION. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN ON THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE "OTHER" UTILITIES , THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND UTILITY ADJUSTMENTS. AS REQUIRED. THE ELEVATION SHOWN HEREON ARE REFFERRED TO NATIONAL VERTICAL DATUM (NGVD) 1929 Digitally signed by Juan Muniz Date: 2024.08.07 16:29:55-04'00' : WWWA /O'4 �'el!°a"a PROJECT DESIGNED BY: IECILED EN: GENERAL NOTES: PLIVAIr.2.1TIVIIIIAL2""racTANI-gr'-"" TIEEEPASGEFF'Irrj"-- IEENNT. lEnEE, EEEE,E,EEE,Emm R12 - AIM OF TENCHES M1211j 20 C12111D"LZ COATS 1E111:4 NEFIIIM=.11E =MIA. nom NMPRETE 71,7170 IL SPECIE...LW SECTION IL. CONCRETE SIDEWAY, SPECIFICATIONS 7TOE. rEEE,E,EEE 7PEL-IFICANON, Eg-4,1NN LE% VRCA1,2,1014.,,T,RENCRINC. AND BACKFISSNG FOR PPE STRUCTURES 1f2MEM iraltrE=1:11EIZIE' L'A'" "'" "r"""ED grorEtillrEtEV g'2,1rEEVEE= ,S2,11:"" " '` "'"" EiSFREEE.'"" (''/``-"" Ft= Ptlargora-EmE NINA, DARE WATER SELLER DEPT. TELEPHONE KULIRERS OREHERR-EATI° 7. 03017801.01.3701). COORDRATE 111. ALL 111171, OWNERS FOR ALL RE011003 AILLLS.ENTS AND/OR • mv„rre ramm-n-gzE,r,m,,,z,"saany, aizEzt mem— IL ALL APPLICABLE PERMITS LIUST BE OBTAINIO PRIOR CONNENCILIE NT OF CONSTRUCTION 10. ALL APPLICABLE FEES AND [NAMES NOJST BE PAID PRIOR TO COVENCEPENT DF CONSTRUCTION. ELHP.72151P.13232aNgittFOTRIFILIPIVETT1 RE.5 FgELI...RVIRITElieFEESSF12:11" 441"1"INT."7"'"' " 1115:12/1"7017P(ArCeNTS22'417'ATELLPEVEVITP. F"'"'Y '"'NER “'"N AL"'"'"'"' EFEREALTLirdiFlerlrlit7NTR2242 RTSPI221701171.:2EIZT. " 12E1gErgrAlLISIZENITt ATIZSCEArAg.22122'CNISIPREUCTr EN"NEEF' '"E" Eztr,yrrizagmEvty ran rATN:,21,17,E,4 'st„mr • PEEPhigalianNONFOLEini " EzTear gsmt=„TN-zrear,,anral rgatro,w4 ZEPILEWINETZAMIEng;`=" ""` "" PrtArnCE' ErEtrCULEFFEEVEKETANFEES.RFETETZOR irlA13311)0go3307 PITANI RS 3337371S3033881 LUI FArSIALOCINCRE ?LUAU:rig' rORrS„dar'grriPIROPIERF '2R" EPEE 71371031213 °Mt la Cgri'r • EitliFAORKErifi. Itkr7m14`ATT,1,..IX-N.Tot:Vi4gr 5V55E5E E IHKE5IIIIDED 1551.1.5.51,5555 5LINDO5 .555 15.1.55115.HIN.551, I5551..5 WEE.. hEDE5OFEHENTEL551-5. I • 7 za= z0. • \ —ZEAPPNO LCNQIIi5)P.I5A. SE5C-TE*I' No... 70 .555.55 PI S.D., N5.1, 555055H DR. INNINEEN5N .517, 55.55.5.55 55 DEB. 5E.S5ED 1/15115455.1511. HEW GROW SPI„ TO OP EDE FEE:54.' SECJION - JUNCTION BOX TOP N ES. NYLOPLAST 12" DRAIN BASIN I.515 555.11 55.5.5 „ ^.ErSUTH7.5 1=I1ES I IL ANNVERNM SF CT ON EI-55'EE E°55E ..EI5*** EE* (-K ..15 A "oAA ',POTION. 5.55. WOO 55.55C 5.15. 05 1155.5.5.551 .5.55.5. 155.55i5„. 5, tom,. IIINN 55551 MIAMI-DADE COUNTY POUR. WORKS AND WASTE MANAGEMENT APPROVED STANDARD STORM DRAINAGE DETAIL LAI' ISARATION TRENCH (FRENCH DRAIN) 55, FRONT EIEVATION SIDE ELEVATION TYPE II SKIMMER GENERAL NOTES 5,55Z.I.55,7,55=55DNI55,5,555:5=55.5 attl cfmrm ox, camolv otri, 5,sneem sad? ern Pf.o 55555550555,55555 55J D.55.5 5 555555.5I5 55.5.0 5555, I55555. N 505 55. 55.5 55. o NO. O D555555oK 51555.5 5.555.5 ohm, , SKIMMERS FOR FRENCHDRAIN OUTLETS RAFFI F DETAII N S 5-0 SECJION C - C PAVEMENT INLET TOP iFE'Fi5E'F'5TILKPLER*CIFIHEZ6I'N'ElL5E15ITRROFTIOrI'• IETAMOTEiEDI'ireETZ7H'E*4154ialFDaES:rEA ' Mn-rsT'AT,A7J,'°N7ZUNDE',°,7 L'a„'1EAr„ 5.,55 ccew ROUND JUNCTION BOX & INLET DETAIL TYPE ENE JOINT P C SID'ELIAL 5 /-FV,ALm Udr,,,in PLAN BI;MVIDA) SECTION A -A J011. 151.1.5.1_ (OPENTPBEPE"AMOINTS) (SAZPDE J"017N TS) (EXRAWSPAN01N TS) t'IMBS,c,'AE2E,r',V1-,LA.A.'Aro'BUMA'AsTOITY. RUFIPERP"s'ArPFZLIa RUREN:.°"PgfoRrO9sE aDsPrEARENUUMNVI"TS "N"EIrE THICKENED EDGE SIDEWALK DETAIL 11) z 6 506 LUCKY STAR, LLC PAVING AND DRAINAGE DETAILS HECIS I HA I ION N. S54851 DESIGNED B. CHECKED DY: C-2 _} NOPOL LINE OF LOT. 31 P..33 !' EAST 15' LOT 30 0� GRADING AND DRAINAGE LEGEND 1Q STRUCTURE DESIGNATION W!-E INLET W/ 18" PE E%FILTRATION TRENCH POLLUTION RETARDANT BAFFLE PROPOSED ELEVATIONS EXISTING ELEVATIONS PROPOSED TYPE 'D' CURB PROPOSED VALLEY GUTTER DENOTES CONCRETE SIDEWALK DENOTESPROPOSED ASPHALT PAVEMENT DENOTES EXISTING ASPHALT PAVEMENT TO BE MILLED AND RESURFACED 1" WITH FC 9.5 30 -17.M Cn0'IC1 LOT 27 SW 5 STREET LOT 31 LOT 26 0 EIo+xl l2l LOT 32 PROP. SLF TA 6- DI SAN. SEWER LATERAL 1/B./FT. PER SS 1.0 PROP. B. DI CLEAN -OUT PER SS 1.0 AND 13.0 PROP. 17 DOMESTIC WATER SERVICE LINE (REFER ID PLUMBING PLANS FOR CONTINUATION) LOT 25 PROP. 6- �B`.WYE AT INV. ELEV. . X PER SS 3.1 OR SS 3.2 IF SEWER IS LINED PROP. 1-1/2-z2- CORP STOP PER WS 2.t6 1 LL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF MIAMI PUBLIC WORKS AND FLORIDA BUILDING CODE LATEST EDITIONS. 2. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY OWNERS FOR ALL REQUIRED ADJUSTMENTS AND/OR RELOCATIONS. 1 ROVED PLANS SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF THE 9. ENGINEERING PERSONEL WILL INSPECT ALL FACILITIES APPROVED BY THEIR OFFICE. ALL OTHER REQUIREMENTS OF THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS. 6. ERECTION OR INSTALLATION Of APPROPRIATE DEVICES SAFETY AND WARNING DEVICES WILL BE REQUIRED DURING THE COURSE RT CONSTRUCTION. SAID DEVICES WILL BE IN ACCORDANCE WITH THE SAFETY ENENIS Of THE DEPARTMENT OF 1RANSPORTATIDN'S -MANUAL ON TRAFFIC CONTROL AND SAFETY PRACTICES' NOTE: THE EXISTING UTILITIES SHOWN IN THE PLANS WERE PLOTTED FROM THE BEST AVAILABLE INFORMATION. HOWEVER, NO ASSURANCES ARE MADE FOR THEIR ACCURACY. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES IN THE AREA OF WORK BEFORE BEGINNING CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN DN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE "OTHER" UTILITIES , THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND UTILITY ADJUSTMENTS, AS REQUIRED. THE ELEVATION SHOWN HEREON ARE REFFERRED TO NATIONAL VERTICAL DATUM (NM) 1929 NOTICE gym:, Pg-23-17001 2 O 506 LUCKY STAR, LLC WATER. AND SEWER. PLAN PROJECT No.: DEPIONEB 881ELNED BY: C_3 / EXISTING UTILITY NOTES NOT PART OF M—DWASD NOTES NOR APPROVAL t. UTILITIES SHOOANS PLOTTED DOFHAVALABLEINRATIO WE., NIN THE O ASSURANCESAREMADE FOR THEIRACCURACY THE CONTRACTOR AREA OF WO. BEFORE BEGINNING NOTIFY THE UTILITY COMPANIES IN HE O UTILITIES (No SHOWN THE THEREBEN"OTHER' CONTRACTOR SHALL BE RESPONSIBLE UTILITIES? THE CONTRACTOR SHALL NNOTIFY THE ENGINEER OF RECO. AND RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND LITILI. ADJUSTMENTS. AS FORTY-EIGHT HOURS PRIOR TO DIREQUIRED. DIGGING THE CONTRACTOR SHALL CALL SUNSHINE SKATE ONE CALL OF FLORIDA. SELERHONE NUMBER 1-800-432-4770, AND 3. TATFPC'3)NNAND THE UTILITY OWNER PRIOR TO PONSTRUCTION. E INSTALLEDTHE CONTRACKOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECLION OF EXISTING AND NEWLY UTILITIES IMPROVEMENTS FROM DAMAGES. DISRUPTION OF SERVICEORDESTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEAL,. SAFE. AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORN SITE. CONTRACTOR RESPONSIBLESHALL PROTECT ALL UTILIZIES AND OZHER PROPER. AND SHALL BE FOR AN, DAMAGES INCURRED SHALL REPAIRSAID DAMAGES AT HIS EXPENSE.DURINGTHE CONTRACTOR IS ADVISED THAT EVERY PROPERTY ADJACENT TO THE PROJECT MAY HAVE WATER, SEWER. CABLE, AND GAS LATERAL SERVICES Try WHICH MAv NOT RE SHOWN IN PLANS. LATERALTHE CONTRACTOR MUST SERVICES. THE ADDITIONAL COST OF EXCAVATING. INSTALLING. BACRFILLING AND COMPACTING AROUND TN ATEPROPERTIES MUST BE INCLUDED N THE BID RELATED ITEM F FSERVICING SAID OR THE WORN DONE. SOFT DIGGING OR POTHOLING AT EVERY LITIL, CROSSING ALONG THE ALIGNMENT AND oRR ADE OF PROPOSED FIRES. STRUCTURES. FRENCH DRAINS. CONDUITS D/SUBORADE SHALL BE PERFORMED BV THE CONTRACTOR AT CONTRACTOR SHALL PROM. THE ENGINEER NOTICE OF ANV CONFLICT THE PROPOSED HIS EXPENSE PRIOR TO PREPARAZION OF STRUCTURE'S SHOP DRAWING THE HORIZONTAL AND VERTICAL INOTIFICATION ACTUAL INFORMATION OFTHE EXISTING UTILITY. THIS FORE SURF. 2. FTC. MON. a Er fa. REEF SEAM k ES.. re Er 3. WATER Ft.. o PEAS tpDRggR C.FE 4 sn. TWRD ALI o .A. 6 MRCS NAIN AND FORMAT FIE (OW Om put HOODS Timm NONENCTA.E r NATFN AND fr P.I.N. ED FRO.THE WAY. OR±RINW'c SHORYNC ,trF6. F IN CEDE TEE F N�,ma to E 0 DR EMT WHOLE WEE NORTH, `nELENO Dtf M. 55L C. PRN. ROTA. ANA EA..': n ERRE ERE P.R. TO TERME. 9Es 0, ) 0. IS .0. MUST INCLUDE wL hN(„121) SY, OLT COAFSPON. six_. 0 Pr AS NEARER( sCETH FOL.. S. AS AMER A.M. CCM1SFA M.S../ A AW tin ERMINE. TRnuvnTEO m marz pinmm cakOI nw m3 E.oR1Nt Fr. mD.Wwt NT aE O. E. Ea) m As SO. FF.. POINT xe, V0 Ero) MN FINE Ds fG G. N.. RRAnmG INmuSilpv N AWE ENEF.. OFFOF OF N`rMORD.. JUY =MHOS SHALL STAMP, OPE SE AND PIPE RATER. HERRERO. TO < Irksllo srnpr nr P r.), RNA SA. S car. c A owe At DOa S . WAN. MN. MFn JSr c» OT FEN. NRamr _ aF rf. Aftt� STANDARDr, A,L "RECORD DRAWING" REQUIREMENTS GS 0,5 SEE 2n2 J , SCIE ear HEALTH DEPARTMENT NOTES (NOT A PART OF M-DWASD NOTES OR APPROVAL) WATER MAIN HORIZONTAL SEPARATIONS SEPARATIONS SHALL NE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE BETWEEN WATER MAINS AND, STORM SEWERS, STDRIAWATER FORCE MAINS, OR RECLAIMED WATER ONES SHALL BE 3 FT MINIMUM. BETWEEN WATER MAINS AND VACUUM TYPE SEWER PREFERABLY 10 FT. AND AT LEAST 3 FT MINIMUM. GRAVITY CR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER PREFERABLY 10 FT. AND AT LEAST 6 FT MAY BE REDUCED TO 3 R. WHERE BOTTOM OF WATER MAINS IS AT LEAST 6 INCHES ABOVE TOP OF SEWER. 10 IT. TO ANY PART OF ON -SITE SEWER TREATMENT OR DISPOSAL SYSTEM. WATER MAN VERTICAL SEPARATIONS SEPARATIONS BETWEEN WATER MAINS AND GRAVITY SEWER, VACUUM TYPE SEWER, OR STORM SEWERS, TO BE PREFERABLY 12 INCHES OR AT LEAST 6 INCHES ABOVE OR AT LEAST 12 INCHES IF BELOW.. PRESSURE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR RECLAIMED WATER AT LEAST 12 INCHES ABOVE OR BELOW.. NOTE: CENTER 1-FULL LENGTH OF WATER MAIN PIPE AT CROSSINGS; ALTERNATIVELY ARRANGE PIPES 50 JOINTS ARE AT LEAST 3 FEET FROM JOINTS IN VACUUM, STORM OR STDRM FORCE MAINS. AT LEAST 6 FEET FROM MITTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER. RER-DERM WATER -SEWER GENERAL NOTES 1. horizontalto iM preferably to feet outside), shall be maintained between goyim or pressure sewer pipes end water pipes. The minimum mum horizontal separation an be reduced .3 feet far vacuum -type sewers or for gravhy sewers where the tap of the sewer pipe is al least 6 inches below the boltomoft he ware - pipe, When the above specified horizontal distance criteria cannot be met due to an existing underground Malty cormict, smeller separations are allowed N one of the following 6 melt al The sewer pipesaredesigned and constructed equalto the water pipe and presure tested at 150 psi. M The sewer lsenased in a ovate Night carrier pipe or concrete_ c) The top. the server isat least 18 inches below the bottom of Me water pipe, 2. es (o ) shallmaintained between arty wafer and sewer mains with sewer pipes pree 0fycrosng under water ma a eseparates n be reduced106 inches Tor vacuum -type sewers or for gravity semwhere the sewer pipe is below thewatercrossing nein. The csing shall be aronged so that all water mainlands are at least6f t from all joints in gravity and pressure sewer pipes. This distance 120102educed to feet for vacuum -type sewers. When the above specified via.cal dlstancecriteria cannot be met duets an existing undeBmundfacikity conflict, smaller separations re allowed if one of the Allowing s met. al The sewer pipesare designed and constructed equaHothe water pipe and pressure tested at ISO psi. b) The sewer isencased in a waterIMM carrier pipe or concrete. 3. Air release vakvesshall beprovided. high points of new force man sanitary sews rat. 4_ Gravity sanitarysewers constructed within a public wellfield protect ion area shall he C-9. PVC or Ductile Iron Pipe_ The manmum allowable edibration rate of gmvi0 sanitary sewers constructed Ina public wellfield pr area shall be: al Residential land Uses M FRtyIGO)gallons perinchper mile per day based m ed on a rhmumtwo(2) haus less having m...do (2) feet ofpositive head above the crown of the pipe. 10 Non -Residential land Uses. Twenty (20) gallons per AMppetlameter per pia r day, based on a minimum Two(21hour test having a minimum of [coo (2) feet of positive head a hove Me crown ofthe pipe c) ,w observed lea. or any obrousky defectivej,inis or p,pesshall be replaced evenwaenthe total leakage is below T.allowed_ 6. The maximum allcwable mfiltrat on Me of gravity sanitary sewers construe. outside a public welgkeld protection area stall be one deta GOO) gallons per inch p pia diampe eter per mile r day, based on a minimum iwc (2) hour Pert ing hava minimum M two (2) feet of positive head above the dawn of the pipe Any observed leaksor any obviously detective joints or pipes shall be replaced even when Melotal leakage is below that allowed. 6. antsewers sanitary sers comtr sited within a public wellfle Idrea protection ...all be d uctike iron,C-900 PVC, HOPE Dr reinforced concrete pressure sewer pipes. 1. The maximum allowable exfiltrcion/Ieakage rate of Area-1..0anitary sewers shall be: al Ductile Iron, C-900 PVC,H1PE and PVC Pipe. The allowable leakage rate specined In Amedan Water works Assodation Standard (AWVIAS) C600-82 at atesl pressure 0f 100 psi for ad...ion of not less than two (2) hours. b) Reinforced Concrete Pressure Pipe. Half (1/2) tlx allowable leakage rate specified In AWWACO2880 at alert pressure of 100 psi far a duration. not less than (2) boors. c) Any observed leafs or aW obviously defective joints or pipes Mal l be replaced evew aenthe total leakage is below [fat allowed. 6. The ...fac o shall verify nature, depth, and character ofexisting underground utilities prior to start of construction. 9. In =e shall a ontont or,ndall utility pipes, conduits, cables, etc. in the mine trench above an misting sealer or sewer pipe exceptwMrehey cross. 10 If any area of the works. isfoold to contain buried solid wasteantl/or gromd or ground watermntamimation,Me (ollowingshall apply: al All work int. area shall follow all applicable safety requiremeras(e.g., OSHA, etc.) and natlflcalion must be provided to the appropriate agencies. b) mmediateN not,. Environmental Monitoring and Restoration DIVISIOn(ENIRD). The EMT. can be contacted at MOO) 322-62100. r:) and)orb tang construction, then they regime props r handling and disposal In accordance wdh therlocal, (state and federal reguhatio Hs Be advised that the landfill owner/operator isthe final authority an disposal and may have requirements beyond) those provided by herein. If disposal within a Miami -Dade County ownel tlEll (class !landfill) s appropriate awl selected, please contactthe Miami -Dade County Department of Solid Waste Management at(305)594 66for inforrretion. a) The reuse of contamlmtedsailsthat are not returned tonne original excavation regimes prior appromlofa SON Management Plan fromthe...me. Monitoring and Restoration DATA n,The ...can ...acted at(305)372d]00. 11 Pumps mint comply wdht he National Electrical Code (NEC) requirements0O1 Class 1, Group O, Division 1 locations (Explosion Proof). 12. The contractor is advised that a Tree Rmoal/Relocation Permit may be requlredpriorto the renovaland1or relocation of tree resources. Prorla removing or reocaling any trees, the Contactor shall notrythe Tree, nd Forest ...es Section of DERMst (30S)3trs(miamiaaae.gov o municipality with tree ordinance jurisdictionto obtain arty required peon.. Those trelestnct interteringwllh Me construction small be protected in place In accordance.. the provlsbns of Section MAAS of the M lam Wade Code. 13 Please note that the demolition. removal, and/or disturbance of existing underground N Iles that contain asbestos -cement pipes (ACP) are subject to the provisions of 40 CFRS1 Subpart M. Therefore, pursuant to the pmvlsore of 40 CFR61-145, a NOTICE OF DEMOLITION ASBESTOS ar uathe Air and Management Division (ACM.) of DERM, at least ten (ID) working dayspdorstostRENOVATION ing at arty workNote-Mattthebacmlbng and burial of crushed ACP would cause these lac.onsto be wmicered active dispoal sites and subjectto 40 CFR-61.154, and 40 CFP£1.151a year Aker pmiea completion. Misting standard operating procedures, a well as applicable federal, stale and local regulatory criteria, must be followed and Implernmted to minimize airy polelial release of fugitive emissions, especially during project construction activities. The AOMD an be contacted via ¢mild[ asbestmOmiamkademo or 305-372b915. < 506 LUCKY STAR, LLC / SE3.L, WATER AND SEWER NOTES CHECKED BY: C-4 STRUCTURAL CALCULATIONS FOR 506 Duplex [REV-2] 506 SW 8th Ave, Miami, Florida 33130 Nestor Jose Palacios, P.E. FL. Lic. No. 93378 8550 SW 4t1 St. Miami FL 33144 (954)-558-1505 nestor@palaciosengineering.com RTU 8550 SW 4th St. Miami FL 33144 (954)-558-1505 nestor@palaciosengineering.com Project Name: Member ID: 506 DUPLEX RTU Unit Wind Loads on Rooftop Structures & Equipment (ASCE 7-16) Building Properties: Exposure = HT above grade = RTU Dimensions: Ht. = W= L= 30 4 4 4 Lateral Force, Fh = Qh(GCr)Af Where: Qh = 0.00256*Kz*Kzt*Kd*V^2 Kz = Kzt = Kd = Velocity, V = Qz = Gust Factor, GCr= Design Lateral Force, Fh = 1.02 1.00 0.90 175.0 43.2 1.90 Fh Along L = Fh Along W = ft. ft. ft. ft. (Eq. 29.5-2) (Eq. 29.3-1) (Table 29.3-1) (Eq. 26.8-1) (Table 26.6-1) mph (Figure 26.5-1A) psf 82 1314 1314 (FBC 1620.6) psf Ibs Ibs Uplift Force, Fv = Qh(GCr)Ar (Eq. 29.5-3) Gust Factor, GCr= 1.5 (FBC 1620.6) Design Uplift Force, Fv = 65 psf Fv = 1037 Ibs OWNER'S STATEMENT OF LANDSCAPE COMPLIANCE PROCESS NUMBER Me hereby certify that as owner/agent for owner of Lot Owner/Indiv. , Block , Subdivision name , P.B. Page , (or metes and bounds) legal description Located at (address) , that the landscaping/irrigation plans being submitted comply with the requirements of Ordinance 98-13 (landscaping ordinance) and that the species as shown are in compliance with those approved by Miami - Dade County and that none of the species were selected from the "prohibited species" list. Further, if an automatic sprinkler system is being provided it, too, complies with the requirements of the ordinance as to type of heads, spray system, location, etc. UWe further certify that Uwe am/are authorized under Chapter 481, Florida statutes to prepare and submit this landscaping/irrigation plan. Owner Signature Agent Signature/Title Print Name Print Name STATE OF COUNTY OF I, an officer authorized to take acknowledgments, according to the law and duly qualified and so acting, do hereby certify that on this date appeared before me to me known to be the person described in and who executed the foregoing instrument and he/she acknowledged to me the execution thereof to be his/her free act and deed for the uses and purposes therein mentioned; Witness my signature and official seal this day of 200 , in the County and State aforesaid, the date and year last aforesaid. Notary Public Print Name My Commission Expires: OWNER'S STATEMENT OF LANDSCAPE COMPLIANCE PROCESS NUMBER Owner/Corp. I/We hereby certify that as owner/agent for owner of Lot25-26-27-3- o1- c , Subdivision name HORNER , P.B. B Page 160 , (or metes and bounds) legal description HORNERS ADDN PB B-160 PT LOTS 25-26-27-30-31 & 32 AS DES IN DB 3099-381 LESS E 15 FT OF S 49.92 FT OF LOT 27 LOT SIZE IRREG OR 20520-0646 06 2002 6 COURT CASE #09-21429 Located at (address) 506th SW 8th AVENUE, MIAMI, FL. 33130 , that the landscaping/irrigation plans being submitted comply with the requirements of Ordinance 98-13 (landscaping ordinance) and that the species as shown are in compliance with those approved by Miami - Dade County and that none of the species were selected from the "prohibited species" list. Further, if an automatic sprinkler system is being provided it, too, complies with the requirements of the ordinance as to type of heads, spray system, location, etc. I/We further certify that I/we am/are authorized under Chapter 481, Florida statutes to prepare and submit this landscaping/irrigation plan. Owner Signature Agent Signature/Title Print Name Print Name STATE OF FLORIDA COUNTY OF MIAMI DADE The foregoing instrument was acknowledged before me this day of , 200 by , of a corporation, on behalf of the corporation. He/She is personally known to me or has produced , as identification and did/did not take an oath. Witness my signature and official seal this day of 200 , in the County and State aforesaid, the date and year last aforesaid. Notary Public Print Name My Commission Expires: Owner/Indiv. OWNER'S CERTIFICATE OF COMPLIANCE FOR FINAL INSPECTION PERMIT NUMBER UWe hereby certify that as owner/agent for owner of Lot Block , Subdivision name , P.B. Page , (or metes and bounds) legal description Located at (address) , that the landscaping and sprinkler system (if applicable) have been installed in compliance with the approved plans and that all requirements of Ordinance 98-13 (landscaping ordinance) have been met. UWe further certify that Uwe am/are authorized under Chapter 481, Florida statutes to provide such certification. Owner Signature Agent's Signature Print Name Print Name STATE OF COUNTY OF I, an officer authorized to take acknowledgments, according to the law and duly qualified and so acting, do hereby certify that on this date appeared before me to me known to be the person described in and who executed the foregoing instrument and he/she acknowledged to me the execution thereof to be his/her free act and deed for the uses and purposes therein mentioned; Witness my signature and official seal this day of 200 , in the County and State aforesaid, the date and year last aforesaid. Notary Public Print Name My Commission Expires: Owner/Corp. OWNER'S CERTIFICATE OF COMPLIANCE FOR FINAL INSPECTION PERMIT NUMBER UWe hereby certify that as owner/agent for owner of Lot Block , Subdivision name , P.B. Page , (or metes and bounds) legal description Located at (address) , that the landscaping and sprinkler system (if applicable) have been installed in compliance with the approved plans and that all requirements of Ordinance 98-13 (landscaping ordinance) have been met. UWe further certify that Uwe am/are authorized under Chapter 481, Florida statutes to provide such certification. Owner Signature Agent's Signature Print Name Print Name STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 200 , by , of a corporation, on behalf of the corporation. He/She is personally known to me or has produced , as identification and did/did not take an oath. Witness my signature and official seal this day of 200 , in the County and State aforesaid, the date and year last aforesaid. Notary Public Print Name My Commission Expires: Professional PROFESSIONAL PREPARER'S STATEMENT OF LANDSCAPING COMPLIANCE PROCESS NUMBER Legal description: Lot B , Block 160 , Subdivision P.B. Page , Development name HORNER Located at (address) 506th SW 8th AVENUE, MIAMI, FL. 33130 I/We hereby certify that the landscaping/irrigation plan being submitted for the above captioned complies with the requirements of Ordinance 98-13 (landscaping ordinance) as to species, height, trunk width and location at time of planting, and that the species as shown are in accordance with the accepted species approved by Miami -Dade County and that none of the species are from the prohibited list. Additionally automatic sprinkler system (if applicable) comply with requirement of said ordinance as to type of heads, spray system, location, etc. I/We further certify that Uwe am/are authorized under Chapter 481, Florida statutes to prepare and submit this landscaping/irrigation plan. Casto Miguel Juncal Digitally signed by Casto Miguel Juncal Date: 2023.05.06 18:27:45 -04'00' Professional Preparer's Signature Casto Miguel Juncal Print Name STATE OF FLORIDA COUNTY OF MIAMI DADE Seal: (If Co .oration) I, an officer authorized to take acknowledgments, according to the law and duly qualified and so acting, do hereby certify that on this date appeared before me to me known to be the person described in and who executed the foregoing instrument and he/she acknowledged to me the execution thereof to be his/her free act and deed for the uses and purposes therein mentioned; Witness my signature and official seal this day of 200 , in the County and State aforesaid, the date and year last aforesaid. Notary Public Print Name My Commission Expires: Professional (Individual or Corporation) PROFESSIONAL PREPARER'S STATEMENT OF LANDSCAPING COMPLIANCE PROCESS NUMBER Legal description: Lot , Block , Subdivision P.B. Page , Development name Located at (address) UWe hereby certify that the landscaping/irrigation plan being submitted for the above captioned complies with the requirements of Ordinance 98-13 (landscaping ordinance) as to species, height, trunk width and location at time of planting, and that the species as shown are in accordance with the accepted species approved by Miami -Dade County and that none of the species are from the prohibited list. Additionally automatic sprinkler system (if applicable) comply with requirement of said ordinance as to type of heads, spray system, location, etc. UWe further certify that Uwe am/are authorized under Chapter 481, Florida statutes to prepare and submit this landscaping/irrigation plan. Professional Preparer's Signature Print Name STATE OF COUNTY OF Seal: The foregoing instrument was acknowledged before me this day of 200 , by , of a corporation, on behalf of the corporation. He/She is personally known to me or has produced , as identification and did/did not take an oath. Witness my signature and official seal this day of 200 , in the County and State aforesaid, the date and year last aforesaid. Notary Public Print Name My Commission Expires: Professional/Indiv. PROFESSIONAL PREPARER'S CERTIFICATION AT TIME OF FINAL INSPECTION Legal description: Lot PERMIT NUMBER Block , Subdivision P.B. Page , (or metes and bounds legal) Development name Located at (address) I/We hereby certify that the landscaping and sprinkler system (if applicable) have been installed in compliance with the approved plans and that all requirements of Ordinance 98-13 (landscape ordinance) have been met. UWe further certify that Uwe am/are authorized under Chapter 481, Florida statutes to provide such certification. Professional Preparer's Signature Print Name STATE OF COUNTY OF Seal: I, an officer authorized to take acknowledgments, according to the law and duly qualified and so acting, do hereby certify that on this date appeared before me to me known to be the person described in and who executed the foregoing instrument and he/she acknowledged to me the execution thereof to be his/her free act and deed for the uses and purposes therein mentioned; Witness my signature and official seal this day of 200 , in the County and State aforesaid, the date and year last aforesaid. Notary Public Print Name My Commission Expires: Professional/Corp. PROFESSIONAL PREPARER'S CERTIFICATION AT TIME OF FINAL INSPECTION Legal description: Lot PERMIT NUMBER Block , Subdivision P.B. Page , (or metes and bounds legal) Development name Located at (address) I/We hereby certify that the landscaping and sprinkler system (if applicable) have been installed in compliance with the approved plans and that all requirements of Ordinance 98-13 (landscape ordinance) have been met. I/We further certify that Uwe am/are authorized under Chapter 481, Florida statutes to provide such certification. Professional Preparer's Signature Print Name STATE OF COUNTY OF Seal: The foregoing instrument was acknowledged before me this day of 200 , by , of a corporation, on behalf of the corporation. He/She is personally known to me or has produced , as identification and did/did not take an oath. Witness my signature and official seal this day of 200 , in the County and State aforesaid, the date and year last aforesaid. Notary Public Print Name My Commission Expires: 40 N.W. Third Street Miami, FI 33128 Phone (305) 373-6789 Fax (305) 371-9451 www.miamiparking.com Date: 03/26/2025 City of Miami Department of Planning and Zoning 444 SW 2nd Avenue Miami, Florida 33128 Re: Parking Spaces at 506 508 SW 8 Ave Miami, FL. This letter is being submitted as proof that Jorge Abreu has contacted the Miami Parking Authority in order to verify the number of parking spaces available for use by customers of this prospective business to be located at 506 — 508 SW 8 Ave. Miami, FL. After reviewing the site plans provided by the customer, we have confirmed that there will be 1 space on SW 8 Ave. that will be readily available for the public. Should any other information be required of this office regarding this application, please do not hesitate to contact me directly at 305-373-6789. Respectfully, Humberto Escandon Senior Operations Manager T BARRICADE FENCING DETAIL N T S TI-,..IVX=IrlEIEZZFE.'10:=IMAFI-4;II0=r-FIT,0„ THE NOTES ON THE ENGINEERING PLANS 2 TOICINTI68=12A22A2GO°RMOB2E' PERMITS UN.SS OTHERWISE DIRECTED BY THE PROJECT ENGINEER 3 EXIST NG TREES /ND PAUKS TO REMAN SHALL BE PROT.TED DURING CONSTRUCTION AN 9 IT -CHAIN UNK FENCE SHALL BE INSTAL.D AROUND THE TREES AND PALMS TO REMAIN (SEE TREE PR.ERVATION BARRICADE FENCING DETAIL ON SHEET LOL LF51320EID=FPngal2gIOITAMLF1 LIIi2STIKLiTIFN'CTLEIGT FB2N2-02TNErAVED TO, THE REMOVAL OF ALL DEBRIS INCLUDING TRASH, LARGE ROC., BOU.S, CANS, STAK., W., ETC 5 THE SEQUENCE OF TREE PRESERVATION MEASUR., IF REQUIRED, SHALL BE AS FOLLOWS A ROOT PRUNING TRENCHING, C TREE PRUNING AND CHEMICAL TREATMENT, B TREE PROT.TION FENCING, D AERATION SYSTEMS INSTALLED, Ic`FZIZZII4gr„,7„,I1G4P0',,,ILIPZIgrg'XIIZEpPZ,Tacr„:c, INSPECTOR NO ALTERATION SHALL OCCUR WITLIOUT PRIOR APPROVAL BY AC, REPRESENTATIVE 7 ACCESS TO FENCED PRESERVATION AREAS BY CONSTRUCTION EQUIPMENT, MAIERIA., OR INDIVIDUALS THAT MAY CAUSE HARM TO PROTECTED TREES WILL NOT BE ALLOWED ONLY UMITED ACCESS, IF NECESSARY, SHALL BE PERMITTED WITH LIGE PRIOR APPROVAL OF THE CILLY INSPECTOR 8 AU_ DESIGNATED AERATION ZONES SHALL BE PROTECTED WITH TEMPORARY FENCING UNTIL FINAL GRADING 9 REMOVAL OF TREES, SHRUBS, OR UNDERGROWIG FROM PROTECTED PREPS SHALL BE PERFORMED ONLY WHEN N.ESSARY AND WITH HAND TOOLS ONLY " G228=711g2LrP2Z112G2L8XCTION SIGNS, FENCING, ETC TO ANY TREE TO BE 11 UPON CONSTRUCTION COMPLETION, ALL TEMPORARY BARRIE., FENCING, DEBRIS, ETC SHALL . REMOVED FROM THE SITE BY THE CONTRACTOR 12 AU_ REQUIRED PROTECTIVE FENCING SHALL BE INSTALLED ALONG THE C.ARI NG DISTURBANCE UMITS OF THE SITE 13 F,LoRG,TE.JnA.ENDC;LAING WALLA nTLL‘EvG_FAHLO. THE EDGE OF ALL CRITICAL ROOT IN THE DISTURBED AREAS NO ENTRY OR STOFAG E • DRIPUNE 2EZEGF02AGLIENT 6 5115. 4 2A'1V2IFEWIEACH POST =I-6710T2 2°2-F EXISTING TREE SCHEDULE A TOMO USED ON P. PLANT NAME NATIVE SPECIES DBLI P.M 500d TPZ Ott. REMARK 0 Mang.. Ind. 21 50 21025 90 2 15 29 5 251 19 Poo...on Perros Fam condition Remove Fam condition Pertain GENERAL NOMS I. THE CONTRACTOR SPEB231.113. NETERVINING.T PEEP TO 7113.... SECSON CHILE BOLES. THE ENCAILEBANG P.NS. 2. 711.0.1..019 SHALL COMBO AND SLINICIP. CODES 9ND 01.11.1L.S. CONOINCTOP SST. BE 195.01.19. FOROBIT/TINGATT.911.2.2.121. 9.1.2.6.0.1.29.31PECT2211. THE PROJECT ENGINE. TREE PRESERVATION 3. ESS111.655.1, PALOS TO Pan SHILL B2PPOIECTED DUMB COSSTITICION. 21191.35.5 SHALL BE IIISTALLED .03110 THE 7195.2.160 PAL.. 1121.12.1N OBE THE 9PESERROON MANG DETAIL OA OHEETTELL 711550.1.CLOP LS REPO LSIBLE FOP CL.1.1,2P055.19.15 PEOLLPILG 519031.1LOSCRE COASTRUCTION 57122.5.5155111. INCUBI. 3.1.10T BE TVS. TO TTE 1.1.102. 0= NTT 0.51.2111.001153.....E.C1. ES NINE ETC. S7n. 61H0E0211NINGERFEN'CENE11.'1,E.T2'6T2PPISI.'11176f617011=NILTE.2STInnIr" F°1212'S B. T6155 PFICTEC1011 FENCING 0...109 SLOT.. INSTALL. 6. .55 PRO.C71011 HENS SHALL BE1191.9111512.11 BEMIRED B3 717.011.2.091 FOP .3172.123011CONST.011.01.1.0 1.130.0 THECIL3 INSPECTOR. NO 2.2751.7101. SHALL 0.219.1121.1..1910.5.19.02. 2. CITY PEN.. ORME 7. .C.3.0 91.5.25.1.14.19E. 613. C0115.1.1.1011 ECUS.. 113.516. OP IONS.. THAT 9. 5.1.1120 PPOTECTED.BES WILL NOT BE ALLOSED. OALT SWITELIBCCESS IF NECESSP95 SS, BE PE.117751.15-1.3 F19.122.1...3 .2 CITT INSPECTOR. 9. TILDES... Len.101.1.1.....TT SE PROTECT. 22.12.20.32 FENCING TAT.. 9. REVCO. OBTPEES 211120. CP TINDEPC1905.5905 PPOTECTE.P.S.S.TT NE 2E9E0.1E2 ONT./HEN NECES...2.13.1 HBO TOOLS ON. 10. ITTACHLIENT OF 91. 00 .7.01110N SENO ENCINO 570.01.1,33 TO BE SMELLS 511517..01-11121.0. 11. POT CONSTRIOTION 001.19.1011...TT.20.511 .5191925 FOICING.37931.52TC.55.1321321.10222 MOST. srtE 626 .2 CONTNICTON 12. ALL PEWS. MOTS.. MIGNON.. BE INSTALLED ALONG THE CLEMITS131.1.3.511/211. 13. PROTECT. FENCING BE INTR.. 9LONC THE EOCE OF 9. 012171C.1900.0 LES OF .251.6121/21PACTED TREES INSHIN THE ,aEAST 15' LOT 30 2 8 , _..--. . 0 Er B R D lit ,I4 111111111111 . E 11 1111 tet;Ile 114, R 8 0 C' la1011 2 F, I ippipArip /111" LOT 31 LOT 25 LOCATION MAP TREE DISPOSITION PLAN 20 0 5 lo as SC., 1,0 0" CD _1 ui _1 . o X I— z co LI.1 Et > m _1 < a m 0_ i_ = ¢ D u) c16 0 a 2 >_ '7, ix co uo _. oo .- L11 0 Z Lo 2 w — co o © Lo j A LC) No Sete NeNcoption C,6,02.3 A,C.Ere-15 01/15/2023 MG Gecked TREE DISPOSI PLAN L-0 GENERAL PLANTING NOTES. LANDSCAPE LEGEND -A, PLANT MATERIAL MUST BE FLORIDA NO 1OR BETTER BY GRADES &STANDARDS FOR NURSERY PLANTS PA, 1, 1975 AND RA, II, STATE OF FLORIDA D A 9,3 DOM MEM 7.1.18E, ENE ,L Net ,a OPEN SPACE GRASS AREAS ar FOR PwrvnrvG BEDS ',TREES, SHRUBS AND GROUND COVER AREAS MUST USE PLANTING SOIL IN INST,LATON HALL BEZ FOR SODDED are reel of Dersace on slle Nu. - CONTRACTOR SH,L DETERMINE T. LOCATION OF ANY AND ,L EXISTING SUBTERRANEAN AND OVERHEAD UTIUTIES OR CONSTRUCTION IN THE EAOFTHE PROPOSED NEW WORK PRIOR TO COMMENCEMENT OF THE WORK IN ORDER TO AVOID DAMAGE TO SAD EXISTING UTILITIES OR CONSTRUCTION . I'l l'+'nioi"e7 sVaaa s"re.e I.v owenspace revw=ary chap. 1M, as indicated.. me plan -GRASS SOD SHALL BE CLEAN AND REASONABLY FREE OF WEED AND NOXIOUS PESTS OR DISEASES BY THE SQUAREFOOT A FINELYGRADED, z DEEP SOIL BLANKET FREE OF ROC.,sOD SHALLRE UIDwITHCLnsE ABLmIrvG UIVN AREA C^,LCDUT011 ic-alsquarefeet lardscaostl open space au. 8/ M.8 EKE., ILL,. -ALL AREAS NOT DEDICATED TO BU.INGS, DRIVEWAYS, WALKWAYS OR LANDSCAPING SHALL BE SODDE°ED LARBENIC FREED .8.SH,L NOT TORCH BASE OFTREE/ . REESn �rlaarea= - MULCH A MINIMUM OF,. OF SE,LED, CYPRESS, GRADE B SHREDDED MULCH SH,L BE nL0H.E.0ABRE=.10 LIFEES AN PALMS SHALL BEA MINIM - ALL TREES AND PLATE SHALL BE PROPER, GUYED AND STAKED AT OLE TIME OF PLANTING TO ENSURE .TABLISHMENT AND ERECT GROVE, TREES AND PALMS Pdrris Ler 91, lo coL ET 1 EL on 21 ro,L=RLE-V=0 ITN.TREEEMVV.0,341.13:3-Or OR OTHER FELURE OF STALL.G OR GUYING NAIL STALLING OR OTHER METH.. WHICH CAUSE COSMETIC OR 4"IntSENIETSHT,ILFFTIATLPLUZLEIERLITL=ILV A MIL=0,9 OF PLANTINGS, AROUND T. UPPER 1 /3 OF THE ROOT BALL THE BOVOM 20SH,L O.Seeet trees 0...imuma.:== -A, NEW P,011' MATERIAL SH,L GUARANTEED FORMS CA,NDAR DAYS FROM TME OF CONDITOML ACCE,ANCE OF PROJECT, AND UNTIL FINAL ACCEPTANCE m"ay� berarwny..erllr+, G yam „ p al ear WARRAN, PERIOD UN,SS, IT IS ADVISABLE TO EXTEND WARFONTY PERIOD FOR A FULL -GROWING SEASON FOR SPECIFIC PLANT MATERIAL UNDER CONTINUED OBSERVATION -ANOTHER INSP,TION WI, BE CONDUCTED AT END OF EC -ENDED WARRAN, PERIOD, IF ANY, TO DETERMINE ACCE,ANCE OR REJECTION ONLY ONE VA.A.CFREANIIMELaCZNEM WILL BE REQUIRED AT T. END OF WARRAN, PERIOD, ERCEFT FOR LOSSES OR REPLACEMENTS DUE TO FAILURE , COMP, - PROVIDE MANUAL IRRIGATION SYSTEM, HOSE BIB SH,L BE EQUIPPED WITH A BUILT-UP PRESSURE VACUUM BREAKER, BACKFLOW AND ISOLATION VALVE -ANY DYING OR DEAD LANDSCAPING WI, BE REPLACED BY THE OVVNER WITH THE SAME OR SIMILAR SP,IE WITLIN 60 DAYS OF PROB,M IDENTIFICATION OULDI OVER APROLNO BASE 02212E2 BIKING SOIL LIP CC OPACTED MG POE OCANOPY TREE PLANTING DETAIL NOT TO SCALE OSODDING - TREE NOT TO SCALE NOOLOPLE 21101 CP BALL 2E122111Zen TABLE, OLIO ftres REQUIRED PROVIDED 3AISSE. FL 121,8.1.2 R.Ia®nl 5025L GLEES PSHSOBS room, D-ua.manr. IRRIGATION PLAN3Dtt=rw.mnar"an.rb Sod - laid with staggered joints Tap Sail TREE MRIGA1000 Finish Grade i"Selow Top of Pavement - - Pavement 2OnC8152 BASE OF FERTILIZER TABLET, OSHRUB PLANTING DETAIL NOT TO SCALE A 8,9781. SIDE MALE,. DEEP"1-"E'M'ALLA LEGEND EXISTING TREES TREE DISPOSITION CHART o SYMBO USED PLAN PLANT NAME NATIVE SPECIES Dery a DROUGHT TOLERANT e . QTY. REMARKON sires nea als. aernnc omm0" vas uo a x cnm. raualma clamam«,a x 575 14 1z v cs Ile'''. im". 6 CE G a V z Sree,T.aa. u x raE.nn indiv Trea x 4 is a 4Ws.,Trea. 49 EF x Lreum pan an ppe x 4 15 e v a ga nTme. NOTE m pam Cc.O�Lion oL mrmn powarlina.J et P°Irranry® Ina abr mag�tlytreaanasnruba moat p a. Reterm Tree Raourca Faluauoi G.HmpatobamxiLat�a'a'mavm°mnemn5' nt B°i 5 walkways YI SHRUBngUlredOVERSCHEDtILE SAME, ON. BOTANICAL NAME COMMON NAME NATNE REMARK CH tee Drought Resistant AG xa T4 c Pan In n. vw n IP on. Noa .,_am.OmaaDim Re. n5 MA 1201,112COVEn NOTE MISCELLANEOUS SCHEDULE SYMB BOTANIC, NAME REMARKS SOD GRAVEL �REF•vA 04 TEE SCIEDULE, SITE TREES NAME SYMBOL STREET TREES NAME SYMBOL QUANTITY SEIGN2 AM. BOAC. RRECX TO,TRaLHeNa 6 cANCBLAB D+lzm 3rti LAYER 4 4LOCKABLE H.B. FOR INNIG.TIGIL NOTE REMOVED TREES FRE 50 BE MITIGATED VIA REPLACEMENT EOLINOLENT NAIVE TREES ON SITE. WES ,152,C.LP,S.INC nLLAMA,® :111,..® o© ,11 NEB, Sin.CONS. PRE SP DET) b440.1 PCSIDE 51811,211 SELF CLOSINGS/GE 5LAINAI FENCE. DEVIL DWG m LAVER NG TROVE cnxLL as rx 20 E. SMIE LANDSCAPE PLAN 0 5 10 20 20 SCALE , A9 0" s o PZ-23-17001 attunes No Bete m0000ton Drawn 01/15/2023 MG by L-1 INDEX OF DOCUMENTS Exception Permit Application PAP-1 Photos PHO-1 Photos PHO-2 Letter of Intent PZD-1 Arborist Report with TPZ PZD-7 Structural Calculations DOC-12 Owner's Statement of Landscape Compliance DOC-13 Miami Parking Authority Letter DOC-14 Jorge Abreu 6660 Lake Blue Drive Miami Lakes, FL 33014 11/3/2023 Planning Director: Lakisha Hull AICP, LEED AP BD+C Planning Department City of Miami 444 SW 2nd Ave, 4th Floor Miami, FL 33130 Subject: Letter of Intent for Duplex Development and 100% Parking Reduction Request (with Surplus) Dear Lakisha Hull, I am writing to express my intention to develop a Duplex property within the jurisdiction of the City of Miami, as governed by Miami 21 Article 4, Table 4. This letter of intent outlines my commitment to adhering to all relevant regulations and my request for a 100% parking reduction with a surplus of one (1) parking space, in accordance with the provisions of Miami 21 Article 4 Table 4. Property Details Property Address: 506 SW 8 Avenue, Miami FL 33130 Folio Number: 01-4138-006-0210 T4-L - General Urban Zone Page 1 Proposed parking quantity: 0 I am excited to contribute to the growth and development of the city while ensuring that our project aligns with the city's vision for sustainable and innovative urban living. The proposed Duplex project will be designed with a focus on responsible land use and integrated into the community in a manner that enhances the neighborhood's overall quality of life. As part of our commitment to compliance with Miami 21 Article 4, Table 4, we are aware of the parking reduction provisions outlined in the zoning code. We believe that our Duplex development qualifies for a 100% parking reduction with a surplus of one (1) parking space, as it satisfies the criteria specified in the code of Miami 21 Article 4 Table 4 for T4-L. Our justification for this 100% parking reduction with surplus is based on the Table 4 of the Article 4 that states: "Except for sites within 500 feet of an ungated T3 Transect Zone the parking ratio may be reduced within TOD area or a within a Transit Corridor area by up to 100% for any structure with a Floor Area of Ten Thousand (10,000) square feet or less by process of Exception with City Commission" and our proposed duplex is only 3,002 sqf of structure. We understand the importance of community engagement and will actively seek input from neighboring residents and stakeholders to ensure that our project enhances the neighborhood's appeal and does not impose any adverse effects on the local infrastructure. In conclusion, we kindly request the City of Miami's Building Department to consider our application for a 100% parking reduction with a surplus of one (1) parking space for our Duplex development, as per the provisions of Miami 21 Article 4, Table 4. We are committed to working closely with the city to ensure that our project is in line with all relevant regulations and contributes positively to the city's growth and development. Page 2 If you require any additional information or documentation, please do not hesitate to contact me at 786-389-3040. Thank you for your attention to this matter. We look forward to the opportunity to collaborate with the City of Miami and make a valuable contribution to our community. Sincerely, JORGE ABREU Page 3 John W. Allred Consulting Arborist Country Bill's Lawn Maintenance Inc. ISA Certified Arborist # FL-1252A 13363 NE 16th Avenue North Miami, Florida, 33161 305.785.0180 JohnAllred22@me.com Miami-Arborist.com January 28, 2023 June 13, 2023 * updated to include TPZ radius in accordance with ANSI A300 Part 5 Standard Practices was calculated. This Arborist report was prepared at the request of 506 Lucky Start LLC. Property address 506 SW 8th Ave Miami, Florida 33130. All three trees were assessed by me on Saturday, January 28th, 2023. The purpose of this report was to inspect and document the size, specie and provide an Arborist's recommendation as to the overall condition of the trees and whether the trees should be removed, relocated or remain. I rate trees good, fair and poor. Trees which are rated poor, should be considered for removal. Trees rated fair may require remediation such as corrective measures to provide overall health of tree and prolong longevity. All tree numbers correspond with the tree numbers on the attached survey by Eduardo Suarez PSM, dated 11-12-2021. Note: During this assessment, all observations were taken from the ground; there were no technical equipment used or the assistance of laboratory analysis sought. Definitions Page 1 of 9 DBH = Diameter at Breast Height, Breast height is defined as 4.5 feet (1.37m) above the ground. H = Height, C = Canopy, TPZ = Tree protection zone 1. Mangifera indica, mango tree: 21.50" DBH, 40' H, 30' C. This tree is in fair to poor condition growing near the south fence line of the property. The bottom portion of the trunk has been painted with blue paint and the roots are destroying the neighbors concrete. Because of the trees location to the property line, root pruning and root barriers is not an option. Recommendation, remove. * Section 55.1.3 of ANSI 300 Part 5 reads, The TPZ radius should be 6-18 times the trunk diameter (DBH). Based on this trees condition and species tolerance, my recommendation is the minimum distance outlined in section 55.1.3, 6 x 21.5" DBH = 129" / 12 = 10.75' TPZ radius from tree. 2. Persea americana, Avacado tree: 15.25" DBH, 35' H, 35' C. This tree is in fair condition and growing near the south property line. Its leaning approximately 30 degrees to the west. The tree needs some corrective pruning/lifting of no more than 20%. Recommendation remain. * Section 55.1.3 of ANSI 300 Part 5 reads, The TPZ radius should be 6-18 times the trunk diameter (DBH). Based on this trees condition and species tolerance, my recommendation is the minimum distance outlined in section 55.1.3, 6 x 15.25" DBH = 91.5" / 12 = 7.625' TPZ radius from tree. 3. Citrus reticulata, Clementine tree: 5.75" DBH, 14' H, 12' C. This tree is in fair condition and growing near the west property line. The tree needs some light corrective pruning/lifting of no more than 20%. Also, recommended is a fertilization. Recommendation remain. * Section 55.1.3 of ANSI 300 Part 5 reads, The TPZ radius should be 6-18 times the trunk diameter (DBH). Based on this trees condition and species tolerance, my recommendation is the minimum distance outlined in section 55.1.3, 6 x 5.75" DBH = 34.5" / 12 = 2.875' TPZ radius from tree. Page 2 of 9 Limit of Observations There are many factors that may contribute to limb or total tree and palm failure. Factors include, decay (in the trunk, crown or branch junctions), extensive damage to branches leading to decay, poor branch taper, included bark, root rot/decay. Not all these symptoms are visible i.e. internal decay; of these some external symptoms may indicate the presence of dead internal wood but not the existence or extent of decay. The most solid looking piece of timber may be riddled with breaks in continuity of growth caused by insect damage or poor pruning practices many years previous. Trees do not heal; they simply box in the damaged area (CODIT Compartmentalization of Decay in Trees) and continue to expand in girth, completely disguising the fact that the branch or trunk has a hollow or decayed section. Having said this, not all areas of decay, past or present suggests a point of failure. Only sophisticated equipment i.e. Resitograph ® or Tomograph ® can detect the existence of decay or compartments within a trees' branch or trunk. The use of this highly technical equipment is expensive and is usually required when a dispute over the soundness of a tree part is made. Caution must be practice when using a Resitograph as the method requires drilling through boundary walls within the tree and may in fact contribute to the continuance of the decaying organism. Page 3 of 9 Certification of Performance I, John Allred, certify that: • I have inspected the tree(s)/palm(s) referred to in this report and have stated my findings accurately. • I have no current or prospective interest in the tree(s)/palm(s) or the property that is the subject of this report and have no personal interest or bias with respect to the party or parties involved. • The analysis, opinions and conclusions stated herein are my own and are based on current scientific procedures, facts and 32 years in field experience. • My compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of one party or any other party nor upon the results of the assessment, the attainment of stipulated results or the occurrence of any subsequent events. • Arborists are tree and palm specialists who use their education, knowledge, training and experience to examine, recommend measures to enhance the beauty and health of trees and palms, and attempt to reduce the risk of living near them. Clients may choose to accept or disregard the recommendations of the arborists, or to seek additional advice. • Arborists cannot detect every condition that could possibly lead to the structural failure of a tree. Trees/palms are living organisms that fail in ways we do not fully understand. Conditions are often hidden within, below ground or are not visible from the vantage Page 4 of 9 timid 11 NO s rims NUN 11 MAP OF BOUNDARY SURVEY n�5 NV' 6''03E )30. 0'i,1 SW 5 STREET NS7'38'03"E 115.001R) ESS yyI CRTIO 84.(10'(R) 37'3803"E 73. 40'IC) LOT 32 ACAN>I LAND Lol 32 3 F]II0N0.:0 41 -006-0210 5' NORTH OF LOT 87',803E 104.00' R) FOS GRAPHIC SCALE IN FEET SCALE. 1 =10 LONGITUDE SURVEYORS MAP OF BOUNDARY SURVEY 21466 Sheet 1 of 1 point of standing on the ground. Arborists cannot guarantee that a tree/palm will be healthy, safe or adequately protected under all circumstances or for a specified period of time. Likewise, remedial, protective and mitigating treatments and recommendations cannot be guaranteed. I further certify that I am a member in good standing of the International Society of Arboriculture (ISA) and am an ISA Certified Arborist, FL-1252A 3 1 John W. Allred Consulting Arborist ISA, Certified Arborist # FL1252A Page 5 of 9 Page 6 of 9 2 Page 8 of 9 Page 9 of 9 APPROVAL RAILINGS/SAFEGUARDS SNALL COMPLY W/EaC & NEPA PEOUIREu N1s PROVIDE 2E12 WD ENDw JOISTFAST TO CML1 WALL s IS/SAFEGUARDS (BYO ,HERS) PROVIDE RAID GIN/ B .94 NEPA R OW CD MPLY REMENTS PROVIDE NO LEDGE (TYP WHERE SHO RENE EINNENERT NGS PROVIDE ANCHOR0P PERP TO JOIST) (POE, Ta4P!eo.0c 5L Wty. PRO7ErvGSNSNEDU TI4 OTHERS) DF al RG AA REVIEW& BLDG DEP1. I, /ICO NAILS .@6 0.0 (TVP) O.W EA WAY TOP p4 va eo.c. (DIZER AT SHOWN) �11131111 V II 1'0 PROMDE ,g5 VERT TB NE o sE'ALEED'SCAPR s oG/SWO R REFER TIT RAILING/SAFEGUARDS W/EBG AND NEPA REOUARE (TVP.WHERE SHOWN IDE 1,5 VERT. PROF LEDGER (R ED.) L (TVP. 'HERE SHOWN) RS PA C.N: RS (BY ER)_ snap D P AiE RENEW A,wo wO/SAFEGUAreDSDT ESH COMPLY AILWABC AND NEPA REDUIREMENTS PROMLEDGER (T,PEFWER° SHOWN) (BELOW -PROMDE 2E12 WO, END IST EAST 00 CM14 WALL wiSt,o W , 0 C (EMB BOLT , TEMP BOLTS FAST W NAILS Ea 0C ®I�I� II II II 112BII2 II II -OM" Il IIu ��.! N " II' ' Ii.mI�.rown II II SIR ni11! _ ��F n� NC WA (BEL R+11-O,�H FA T TSCHEDULE) (REFE O (TVP. PROVIDE wD. LEDGER "L-1' (REFER TO SCHED.) (TVPWHERE SHOWN) B PP VIDE 2E12 WO END <FA 1 TO CMJI L W BLD°D(,S P �(2)OIST N 16D NA�DD®EA. �� 0 2 o (EMB 5 E P. i ®a°scHECCDF112' �1E. 114ERE S10160I P°O REFER 00 SCHEDULE (TYP MERE SHOM) D14 (REFER TO LEDGER OVP. WHERE SHOWN) DE ACTOrAECLOp EDULE REFER P�WHERE TO SHOWN) PROVIDE ANCHOR0W (TYP oIS0) (06P 0 SCHEDULE HERE SHOWN) SECOND FLOOR PLAN SCALE Y44"=V-0" PLAN NOTES: 1. DATUM FINISH FLOOF&DNBTIE-BEAM ELEVATION 2O N ON PLANS + U DO. N PLANS. COORDINATE W/ARCHITECTURAL DRAWS.3 SECOND FLOOR SHALL BE ,' PLYWOOD SHEATHING OVER 24%124 NO JOIST 16- 0 C 4 CONCRETE MASON, WALLS CONFORMING TO ASTM C 90 STANDARD OR HOLLOW LOAD BEARING PRESSIVE STRENGTH Wm) FOF 1500 PSI. VERTICAL WALL -ALL WALLS.._...... _#5 4,52" O.C. MA,, EREINFORCEMEN0 SHALL BE SPLICE CON0INUOUS FROM FOUNDATION TO ROOF BEAMS PROVIDE x5 VERTICAL IN BLOC: CELL FILLED NA, CONCRETE GROOT EJ EACH SIDE OF MASONRY WALL OPENINGS, 5. COORDINATE ALL VANDOW. DOOR AND OPENING LOCATIONS WITH ARCHITEC1URAL DRAWINGS 6. SEE ARCHIIECTURAL DRAWINGS FOR DIMENSIONS. ELEVATIONS, DRAINS. DRAINAGE SLOPE ETC. NOT SHOWN. COORDINATE W/ CHNEC0URAL & OTHER DRAWINGS FOR INEORMA ION NOT SHOWN ON THIS PLAN. e. CONTRACTOR TO COORDINATE W/ARCHITECTURAL AND MEP DRAWINGS FOR A2. MECHANICAL & PLUMBING OPENINGS. I FGEND: P ALLS MASONRY C COLUMNS/WALLS LAB EDGE [ ] WALL BELOW 2ND FLOOR PLYWOOD SHEATHING NOTE: 1-LAYER 3/4"TRUCTURAL GRADE PLYWOOD SHEATHING BONDED TO FRAMING /A DS NAILING FOR FLOOR SHALL BE /1AMER PLYWOOD ASSOC & AS ROa COMMON NAILS OR Bc1 RING-SHANH FLOORING SHALL NOT EXTEND CLOSER THAN 1/2" FROM MASONRY WALLS OR CONCRETE. REFERENCE NOTES: 1. SEE GENERAL NOTES ON SHE, S-0.0. 2 SEE COMPONENT & CLADDING WIND PRESSURES ON sH -4.0 THRU 4 3. SEE S1ANDARD DETAILS ON SHEET S-6.0 4 SEE BEAM SCHEDULE ON SHEET S-5 0 5 SEE COLUMN DETAILS ON SHEET S-5 0 MN (REFER TONC PLAN) SECTION`TUBULAR (FO ANrL w(R>D'S S'SLOND WELDED TO PLATE (R ERNC TO MN PLAN) SECTION A STL. BEAM CONN. DETAIL ROOF ANCHOR & CONNECTOR SCHEDULE ANCHORPM"M,WUFACTUR CAGY upon EPTS/IBEgEpPaER STRAP/1oAs D7E'S(POUNDS) (PooHDs) APPROVAL E/P. DATE 0 NYHTA-24 NwwE N/A 2649 (6)IOW,. rvNW (,) IO R rvNW 1575 2175 20 0901.05 5/22/2023 02 UGT543 MIlEr N/A 6813 (2mG[6[X1,` (a) ,EO NNLs N/A N/n FL20331 12/31/2023 0 N45TA-24 NwwE N/A 1426 (6)IOW,ryPILS (9)im.,arvuLs 950 1439 20-090/05 5/22/2023 04 NVRT-36 NwwE N/A 991 N„,4v PFrv,a",Iory (6)1E1) NNLS N/A N/H 200519.03 7/30/2025 OS NVHCR NU -WE N/A 525 (IO)0D.1J HAILS (10) 102616, NAZIS 253 333 20-052605 5/22/.23 © H14529 Wm< 4171:1 2.0 (22)I60 NAILS (0)162. NAILS N/A N/A FL 166326 10/31/.24 C) AUS26 MI,EH „00 I050 (6)1ONE NAILS (o-IODv NAIL N/A N/A FL 1723214 10/31/2024 06 PAU44 MOB. 6665 2265 aH1--RB0L1 (2)N„RW-BOLTS N/A N/A FL 1723912 10/31/2024 C) ABE NIrwF 533 533 (4)IoM, NAILS (4)Ic061a° NAILS 7E4 N/A 20-0901.05 5/22/.23 CO 0E0A24 aMPSON N/A ,WO 4 MAN w9muwT (0)Ic061a Null 340 ,3O FL 1147,3 12/ /2.3 No Note Deocrortion L. -23 BLOC DEPT COMMENTS L. E-30-24 BLDG NOT COMMENTS Drown br 01/15/2023 MG °Necked by SEAL S-2.0 PROVIDE WD LEDGER PERP TODoPROODE � )OR o® PB N) E (REFR°TOEEET F/5ON(L, SHOWN) WHERE BLOCKING RN MID -DEPTH TOP OF PARAPET CiFe®ro scHFBULE TB ff Iiliu tiu iii r 1 TB 1 RCNtNFREEMII2 m ��IIIII h_u WWW-sS CON,. MID -DEPTH (9P. lliii0(i .� I I�i'ill IT tl Ilc�ll o(II litl tliifii II ii II } I!®II®II�� I II II i II II II II II II III II lr . ./ 1Ir� SCUPPERLROOF (TYP. WHERE SHOWN) (PEPE _i a' uPao L i i i i i ri 111111 I Ii■II NENATIN FLOE TO SCHEDULE RB ROOF FRAMING PLAN PLAN NOTES: AN aR D°NNEWroR SC ECDOUN aN ORWIISTgHSWPFOR FRAMING To cONoree.PTs BE cawarirzORED o SEcuRE THE ROOF w/ARc TURAR a OTHER ow.wlNcs FOR wroRMATION NOT RiARDU:ERTNR«oR<U° GS_ILI Os A< A,TIo ACCESS °BEHIND RB InglNC ® MID DEPTH — LOP OF PARAPET TB a r -0 PF(OVIDE 2212 WIZ. END JOIST WILLID WEIS BOLT ENO BOLTS ROOF ANCHOR & CONNECTOR SCHEDULE ANCHOR DD,D,E0EEED MANUFACTURER ORAUDY aPB T srATjeEAM/LEDeER D ETRAP/ TI[0RDSS(PDRNDSWPONNO6) APPROJZ EDP DATE ( NDHTA-z4 ND -WE ILS oH)�,Dw HALE ,ns z,TE rzo-APo,.Hrz E/MrzirzAW3 OS UOTSaT MOEA w< 36„ (nmo`a,"` (H)-,DDHAIW N/< N/,. FL2HT-1 W/91/9929 Oc NVSTA-e< ND-wF N/< ,.Ds (er�aw,» HAILS (er�m.m Hum PSH sA =o-RPm.Hrz En=nA=3 1,,-96 NO-vuE w< P„ wi1E:'-`PENEINCATON orsDNAI' 20-051909 3/0n9=5 Oc NUHrzR NO-vuE w< nrz o0r�, NAB nDr,DDeW NAILS rz� TTT 20-0526.05 5n=n629 © 5,98 wren 2,0 2990 (w}inu NAILS WW1. NAILS rv/n rv/n FL nrznza ,o/n /�oza O RW98 MEEK 1,,0 1050 (6r106a NAILS 0,00, NAILS ® PAO, wren 6715 2265 Tr-aaoLT (z)-WOww-RDos N/A N/n FL ,Tvvz ,D/s, nov � ,W, NO-vuE rR rT 1,r�0w,vi NAILS vr���wNAILS TA+ N/A Ro-OPo'.OT S/ScnozS 06 HET,.Oa slMPsoN N/ ,ego a MIN. mamuw, 1zr�mRwNULs Rao 7,o a „nsR ,z/R, /zozR ROOF SHEATHING NOTES: ROWING OCESSCRIES AND MALERWS SHALL HAVE reECUIREMENTSAND DIRECRWS cF THE POLICE CF ACCEPLANCED(rNOM ADE i�UED rare EACH INDILY PRODUCT MDUAL PRODUCT DUCTTa mETSWTEM PER FBC REOUIFEMEMS. ,/ IN ACCOREPOOE -MTH ,HE REFERENCE NOTES: 3 SEE STANDARD DETAILS ON SHEET S-6 0 I FGFND. { LOW MASONRY WALLS C ] WALL BELOW PLYWOOD SHEAmINC OVER WEE (TYP.WERE SHOWN) cM (REFER TO DET- FAS 0) (TYP WAANCHO O(REFER LE) JOIST) OOP. U a N.)TO NARRATION ISOLAZION PAD VIBEATARN'CH /LOCH ISOLATION s°) THRU-BOLTS W/NOT & WASHER COOREI MAN, o/WEE Se SPECS LTS WANN WASHER P °(9W2 PER A/C SUPPORT DETAIL THRULSOLTS W/NUT CONN jR (BELOW) BASE PL Ae"x10"x6" A/C SUPPORT CAP & BASE PLATE PROPOSED Are UNIT PIPE COLUMN (9P.) tp6,.13N,LRAL DIPEC ION FOR EA (REFSHEATHING ER TO PLAN TO PLAN FOE( SIZE At SPACING CAP PL. %2'.10"x8" MOUNTED SLAND FRAME SUPPORT DETAILS BEFORE PLACEMENT OF SUPPOPT STRUCTURE RTU DETAIL No Sete Description R -b-rzT B.C. HEFT COMMENTT O -, HL96 oFP, COMMENT Drawn EL 01/15/2023 MG CAecked SEAL S-3.0 J I E° +22 D AM 10101 <bE° D 00 ,pTOP O+CONC. BEAM EL. = 22'0" $EUP +ti-0 $EDP (+12.O NCLD) 0 EAST/FROM ELEVATION SOUTH/LEFT ELEVATION WIND LOADS ON COMPONENTS & CLADING ZONE I 10 SO. FT 2050. FT. s0 FT. 1005d FT. 200 S0 FT. SOO SO.. FT. -40.11 -40.11 -40.11 -86.17 -7870 -4167 .13.33 +34.01 +32.33 +30.08 VALUES TO BE USED FOR R OFING PRESSU ES NOTES 1 COMPONENT & CLADDING PRESSURES SHOWN HEREIN ARE CROSS & ARE BASED UPON E STRESS DESIGN METHOD (ASD) PER BUILDING CODE 2020SHALL NOT BE FURTHER REDUCEDSBY FACTOR of 0.5. 2 THESE PRESSURES ARE PROVIDED AS GENERAL GUIDELINES & ARE TO BE USED AS GENERAL INFORMATION & PERM, ONLY 3. IT IS THE RESPONSIBILI, OF THE WINDOW/DOOR MANUFACTURER A ENGINEER TO CALCULATE & DETERMINE EA WINDOW/DOOR FBC CODE TO RESIST THE SPECIFIED DESIGN WIND PRESSURES 4. THIS ENGINEERING COMPANY NALL NOT BE RESPONSIBLE FOR ANY DEFICIENCIES CREATED BY IMPROPER DESIGN. ERECTION. INSTALLATION OR OTHER OPERATIONS RELATED To THE WINDOW/DOOR SYSTEM PART of THIS PROJECT, E AGE�A°N� �D N�r"RISDI�TION WIND LOADS PER ASCE 7-16 & 2020 FBC THIS SIRUCTORE HAS BEEN DESIGNED AS 'ENCLOSE, & REWIRES IMPACT RESISTANT GLASS OR SHUTTERS TO COMPLY WITH FBC SECTIONS 16091 2 & 1626 v, 0lM1 0 01n� F 0 JELLS 0.1 L___J 0 -'I jmbnj RALXP/ooa..OU5e9" LONE 0 _I= 0 W D > co J Q .3 co 0- F _co CO o oY alloo o Ix Z D Lot J to — O 0 O LI) No Dote C000ription B DEPT. COMMENTS 0-an Soc - SEPT COMMENTS Drown bY 01/15/2023 MG 011ooked SEAL S-4.0 hTOP O+CONC. BEAM VEL, = 22'-0" *EL, (+12.0 Ncw) JnI I WEST/REAR ELEVATION SCALE Yn=1.-0" • NORTH/RIGHT ELEVATION hTOP 0+ C0NC BEAM EL. = 22=0" WIND LOADS ON COMPONENTS & CLADING ZONE SCL. FT. 20SO, FT. SOSO( FT. llp52 NUS.. FT. 500 S2 FT. -40.11 -41.23 +34.01 NOTES 1 COMPONENT & CLADDING PRESSURES SHOWN HEREIN ARE CROSS & ARE BASED UPON ORIDA BUILDING CODE 2020 & SHALL NOT BEOWABLE STRESS DES. FORTH METHOD (REDUCED BY A FACTOR OF D.D_ 2 XgArRUSDURPmEASTaE&PI=D6,42,CENERAL GUIDELINES & ARE TO BE USED AS 3, IT IS THE RESPONSIBILITY OF THE OW/D00 MANUFACTURERENGINEER TO CALCULATE & DETERMINE EA WINDOW/DOOR NIND AS BC CODE TO RESIST THE SPPEECIFIEDDES. WINDSPRESSURES 4 THIS ENGINEERING COMPANY NOLL NOT BE RESPONSIBLE FOR ANY DEFICIENCIES CREATED BY IMPROPER DESIGN, ERECTION, INSTALLATION OR OTHER OPERATIONS RELATED TO THE WINDOW/DOOR SYSTEM PART OF THIS PROJECT. A� CMAAN tRrSOICTIDN PRIORFOR REVIEW AND APPROVAL TO INSTALLATION WIND LOADS PER ASCE 7-16 & 202D FBC JELI 0, 1.4,6111, O mzn F F___T�,06M1�,mb 0 0 F— —°0 1mb RNMIP/GMLE ROW 0.Se9' 0 _I= O u.1 TA w • D' >ro J Q .3 M o_ — _co co � co O alloo o ix Z D Ing J to — CO 0i 2 O L() No Date Description D - ,24 BLDG DEPT COMMENTS Drawn EL 01/15/2023 MG onecked SEAL S-4.1 LOCATION MAP ppT, SCALE, LONGITUDE SURVEYORS 7700 N KENDALL DRIVE SUITE 705 MIAMI, FLORIDA 33155 PH: (3051463-0912 FAH: (305i 513-5680 FLORIDA CERTIFICATE OF AUTHORIZATION LB 7335 UNNIIMIT ESURVLVBN.eoN LEGEND AND ABBREVIATIONS P.O.B. = POINT OF BEGINNING = PALM TREE =TREE U.H..= OFFICIAL RECORDS BOOK PG. = PAGE ELEV. = ELEVATION OHE = OVERHEAD ELECTRIC LINE y,G SPOT ELEVATION CONCC . =CONCRETE C.B S. = CONCRETE BLOCK STUCCO FF =FINISH FLOOR IR) =RECORD (C) =CALCULATED (I.NI =MEASURE LB = LICENSE BUSINESS P.B. = PLAT BOOK CL =CENTERLINE SIGN ▪ =LIGHT POLE tell = UTILITY POLE ▪ = CABLE TELEVISION BOX = GUY ANCHOR O = WATER METER = CATCH BASIN ▪ IRRIGATION VALVE WATER VALVE = FIRE HYDRANT ® =MAILBOX o = CLEANOUT C =SANITARY MANHOLE ASPHALT BRICK PAVER UNIMPROVE GRAVEL CONCRETE TILE EL 444.1 STAMPED CONCRETE ` v U) MAP OF BOUNDARY SURVEY LEGAL DESCRIPTION: All of the North, 17 Feet and 6 inches of Lots 26 and 25, and all of Lots 31 and 32, and -he East 15 feet of Lots 27 and 30, of HORNER's SUBDIVISION, AN ADDITION TO THE CITY OF MIAMI, according to the Plat thereof, as recorded In Plat Book "B", at Page 160, of the Public Records of Miami -Dade County, Florida, Less, However, the following: Beginning at the Northeast corner of Lot 32 at HORNER's SUBDIVISION, AND ADDITION TO THE CITY OF 1,1A1.11, according to the Plat thereof, a> recorded In Plat Book "B", at Page 160, of the Public Records of Miami -Dade County, Florida, fora Point of Beginning, thence South, along the East line of sold lot 32 45.87 feet to a pipe: thence West on a line parallel wHh the North line of sold Lot 32 and 31 In soil Subdivision 84.40 feet to a pipe: -hence South 0t an angle 89 degrees, 44 minutes, and 37.5 seconds a distance of 9 Feet to a pipe: thence West 30.647 feet to a pipe: thence North, along a line parallel with and 15 fee West of the West line of said Lot 31, a distance of 54.87 feet toa notch on the North line of Lot 30 in said Subdivision, thence East 115.04 feet to the Poln of Beginning. TREE TABLE No. COMMON NAME SCIENTIFIC NAME HEIGHT CANOPY DBH MANGO TREE MANGIFERA INDICA 40' 30' 21.50" AVOCADO TREE PERSEA AMERICANA 35' 35' 15.25' CLEMENTINE TREE CITRUS RETICULATA 14' 12' 5.75" IONTH LINE OF LOT 30, 31 AND 32 15.a ( EAST 15'_ LOT 30 0 • *0 0 � L O O -0 zl EF0 IRON REBOK 3 7335) 0.5' [0 O J SLT IRON REBAR ,,Lis 7335) N87° 30.6 30.6 2Vb O an O O N P z 8'03"E T(R) '(C) SW 5 STREET - POB NOFTIIFAST GORINE OF LOT 2,2 N87°38'03"E 115.00'(C) 115.04(R) LOT 31 LESS OUT PORTION J LOT 32 *a SET " IRON 0E5AR E 7335) 84.f10'(R) N87°38'03"E 73.40'(C) IRON. F BAR D 335) O.I' r0, gS + y OT 31 VACANT LAND LOT 32 Folio No.: 01-4138-006-0210 ▪ 0 90 > NORTH u� 17.5' NORTH OF LOT 25 N87°38'03"E 104.00'(R) C.4' FOUND7' IKON REBAR (No o; I I S 1 Inch = 20 Feel SURVEYOR'S NOTES: DATE OF FIELD SURVEY: Twhaes doanteNooecmombptvof1t.he original field Survey PROPERTY INFORMATION: Containing 3,774 sq. ft., more or less, by calculations. Folio No.: 01-4138-0664)210 Property Address: 506 5N1 8 Avenue, V iami. FL 33130 ACCURACY: The accuracy obtained by field measurement methods and office calculations of dosed geometric figures meets and exceeds the Standards of Practice requirement for Suburban Area (Linear:1 foot In 7,500 feet) as defined in Rule 5J-17.051, Florida Administrative Code. The Vertical Accuracy obtained on this 'Boundary Survey' exceed the calculated value of a closure In feet of plus or minus 0 05 feet times the square root of -he distance in miles a commonly value accep ed in the construction and surveying Industry. Elevations of well identified features as depicted on the Survey Map were measured to an estima cd vertical position accuracy of 1 /10C of a foot on nard surfaces and 1 /10 of a foot on ground surfaces. Well Identified features as depicted on the Survey Map were measured to an estimated horizontal position accuracy of 1 / 10 of a foot. This Map of Survey is intended to be displayed at a scale of One into equals Twenty feet or smaller. PERTINENT INFORMATION USED FOR SURVEY: North arrow and bearings as shown hereon are based upon. the Centerline of SW 2 Avenue with an assumed healing of NO2.15'02W, said line to be considered a well established and monumented line. This project area appears-o be located In Hood Zone AE", with a Base Food Elevation being "9 Feet ", as per Federal Emergency Management Agency (FEV,A) Community -Panel Number 120650 (City of Miami), Map No- 1208600314, Suffix L Map Revised Dote:September 11, 2009. For V crlical Control: All elevations shown hereon are based on the Ct/ of MiamiDatumO M.I. and a Benchmark suppliedby the Public fork- and Engineering Department of C ty of Vami, Florida. Benchmark: C01.1 BI.1 Hevaflon:+11 443 (C:O.M.) Plat of"HORNERS SUBDIVISION" according to the Plat thereof as recorded in Plat Book B at Page 160 of the Public Records of V,iami-Dade County, Florida. United Special Warranty Deed recorded on January 6. 2012 in OHIc1a1 Records Book or Deed Book 27952 at Page 4042 of the Public Records ofMiami-Dade Count/. Florida. City of,Viaml Municipal Atlas Sheet 35R with the latest revision date of August 28, 1968, Public works Department of the City of Miami RESTRICTIONS: Since no otherinformation were furnished th than that is cited under pertinent information, the Client is hereby advised that thy be legal t 1 f the Subject P p ty that are not show n on the Survey V, pit 1 may be found in the Public Rd f /vliami-D.ade County. The Surveyor moves representotiontoownership or p n oftl Subject P perty byony entity or individuoltl } moyappear on the Public Records of his County. No excavation or determ naf on was made as to how the Subject Properly 's served by utilities. No Improvements were located. other than }nose shown. No underground foundations, Improvements and/or u1111;es were located or shown hereon. PURPOSE OF SURVEY: The purpose of this survey b fora Permit. CLIENT INFORMATION: This Boundary Survey was prepared at the Insistence of and certified to: 506 LUCKY START, LLC SURVEYOR'S CERTIFICATE: !herebycertify: That ih's "Boundary Syand the Survey M p consisting of sheett of1 was performed under my d- d is true and correctt the I f of my knowledge a db lif andfuth th f said Boundary Survey" 1 the interN ofit applicable provisions f the Standards ofPractice for Land Syng in the State fFlorida. pursuant tRule 5117 of the Florida Ad-nsratv_Cod_and-is implementing law. Chapter 472.027 of the Florida Statutes. LONGITUDE SURVEYORS N.C., a Florida Limited Llabhllt/ Cop1pan/ Florida Certificate of Authorization Number LB7335 Edv°rd°M Sucre, PSM Registered Surveyor and Mapper LS6313 State of Florida °A4 survey, NOTICE: Not valid witnout the digital signature and scat and/or the signature and anginal raised seal of a Florida Licensed Surveyor and Mapper. Additions and deleions to this map to Survey by other than the signing party are pronlbifed win -tout ine written consent of the signing party. RECORD OF REVISION 506 LUCKY START, LLC rOjoct 21473 Sheet 1 of 1 Department of Finance Online Payments Receipt Your Reference Number: 2023355001-344 12/21/2023 3:54:53 PM Web_user TRANSACTIONS If you have a Transaction ID, please click here 2023355001-344-1 $2,045.00 TRANS ID: 1041280 BUSINESS NAME: COM Lien Search FEE NAME: PLANNNG STAFF REVIEW Lien Search FEE NAME: EXCEPTION - REQUIRING CITY COMMISSION (EXCEPT CS AND T3) PER EACH REQUEST PER FOLIO TOTAL PAYMENT American Express Credit Sale CARD NUMBER ***********2003 LAST NAME: ABREU II III II II III II II II II III CE2023355001-344 $ $295.00 $1,750.00 REVIEW AMOUNT: 2,045.00 $2,045.00 SKETCH TO ACCOMPANY LEGAL DESCRIPTION EXHIBIT "A" 506 LUCKY START, LLC 0 10 20 P.O.C. N.E. CORNER, LOT 32 S 02°15'02" E 45.87' P.O.B. R/W LINE AS PER BOUNDARY SURVEY PERFORMED BY LONGITUDE SURVEYORS, LLC, PROJECT NO. 21473. LOT 32 IK • I LJJ W • co• • 111 co: LEGEND: R/W = RIGHT OF WAY P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING O.R.B. OFFICIAL RECORDS BOOK P.B. = PLAT BOOK PG. = PAGE = CENTERLINE M = CITY OF MIAMI MONUMENT LINE LOT 31 S02°15'02"E 9.00' LOT 30 SCALE: 1" = 20' S.W. 8TH AVENUE S 87°38'03" WI 11.00' HORNER'S ADDITION TO THE CITY OF MIAMI, FLA. (P.B. B, PG. 160) co 0 co co S 02°15'0r" E 30.13' 0 w co 0 co N. oJ z LOT 25 LOT 26 LOT 27 THIS IS NOT A SURVEY LONGITUDE 7700 N KENDALL DRIVE, SUITE 705, MIAMI, FLORIDA 33156 * PHONE:(305)463-0912 SURVEYORS * FAX:(305)513-5680 * WWW.LONGITUDESURVEYORS.COM NOTICE: This document is not valid, full and complete without all pages. JOB No. 21473.0.01 PAGE 1 OF 3 SKETCH TO ACCOMPANY LEGAL DESCRIPTION 506 LUCKY START, LLC LEGAL DESCRIPTION: EXHIBIT "A" A parcel of land, being portions of Lots 25, 26, 27, 30, 31 and 32, of "HORNER'S ADDITION TO THE CITY OF MIAMI, FLA.", according to the plat thereof, as recorded in Plat Book B, Page 160 of the Public Records of Miami -Dade County, Florida, and being more particularly described as follows: COMMENCE at the Northeast Corner of said Lot 32; thence S 02°15'02" E, along the East Line of said Lot 32, a distance of 45.87 feet; thence S 87°38'03" W, a distance of 11.00 feet, to the point of intersection with the West Right of Way Line of Southwest 8th Avenue, as shown on the Boundary Survey prepared by Longitude Surveyors, LLC, said point of intersection is the POINT OF BEGINNING; thence continue S 87°38'03" W, a distance of 73.40 feet; thence S 02°15'02" E, a distance of 9.00 feet; thence S 87°38'03" W, a distance of 73.40 feet, to the point of intersection with a line 15.00 feet west of, and parallel with, the East Lines of said Lots 27 and 30; thence S 02°15'02" E, along the last described line, a distance of 30.13 feet, to the point of intersection with a line 17.50 feet south of, and parallel with, the North Lines of said Lots 25, 26 and 27; thence N 87°38'03" E, along the last described line, a distance of 104.00 feet, to the point of intersection with the aforesaid West Right of Way Line of Southwest 8th Avenue; thence N 02°15'02" W, along said Right of Way Line, a distance of 39.13 feet, to the POINT OF BEGINNING. Containing 3,794 square feet, more or less, by computations. NOTICE: This document is not valid, full and complete without all pages. LONGITUDE SURVEYORS 7700 N KENDALL DRIVE, SUITE 705, MIAMI, FLORIDA 33156 * PHONE:(305)463-0912 * FAX:(305)513-5680 * WWW.LONGITUDESURVEYORS.COM JOB No. 21473.0.01 PAGE 2 OF 3 SKETCH TO ACCOMPANY LEGAL DESCRIPTION EXHIBIT "A" 506 LUCKY START, LLC MIPS NOM SW STH LOCATION MAP (NOT TO SCALE) PERTINENT INFORMATION USED FOR ThE PREPARATION OF Th15 DOCUMENT: The Legal Description of the Subject Parcel was generated from the following documents: . Plat of "FlOKNER'S ADDITION TO T3E CITY OF MIAMI, FLA.", recorded in Plat Book B, et Page 100, Miami -Dade County Public Records. 2. City of Miami Atlas Sheet Number 35R. 3. Boundary Survey prepared by Longitude Surveyors, LLC, Project No. 2 1473, dated August 7, 2025. Bearings shown hereon are based upon the East Line of Lot 32 of the above -mentioned plat, with an assumed bearing of 5 02s 15'02" E, said line to be considered a well established and monumented line. EASEMENTS AND ENCUMBRANCES: No information was provided as to the existence of any easements other that what appears on the Plats of record. Please refer to the Limitations item with 1 respect to possible restrictions of record and utility services. 1 U_ LIMITATIONS: 0 cc Since no other information were furnished other than what is cited above, the Client is hereby advised that there may be legal restrictions on the subject property that are not shown on this Sketch or contained within this report that may be found in the Public Records of Miami -Dade County, Florida or any w other public and private entities as their jurisdictions may appear. j w SURVEYOR'S CERTIFICATE: I hereby certify: That this survey is certified to the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida, and that this "Sketch to Accompany Legal Description" and the Survey resulting therefrom was performed under my direction and is true and correct to the best of my knowledge w and belief and further, that said "Sketch to Accompany Legal Description" meets the intent of the applicable provisions of the "Standards Practice for Land Surveying in the State of Florida ", pursuant to Rules of 5J- 17.050 through 5J- 17.052 of the Florida Administrative Code and its implementing law, Chapter 472.027 of the Florida Statutes. NOTICE: LONGITUDE SURVEYORS LLC., e Florida Limited Liability Company Printed copes of this document are not considered signed and sealed and the 0 Florida Certificate of Authorization Number LB7335 signature must be verified on the electronic copies. The named Professional This item has been digitally signed and sealed by: Surveyor T Mapper et left shall be responsible for the following sheets in O accordance with rule 5J- 17, F.A.C. w J 0 LL LL 0 U w N (0 w J W 0 7 0 w J w w z w z CD rn>- By: Darryl J Hauser, PSM Professional Surveyor and Mapper L56277 State of Florida Sta, or Florida No. 1.5s277 NOTICE: This document is not valid, full and complete without all pages. 0 cc w x SURVEYORS 7700 N KENDALL DRIVE, SUITE 705, MIAMI, FLORIDA 33156 * PHONE:(305)463-0912 FAX:(305)513-5680 * WWW.LONGITUDESURVEYORS.COM JOB No. 21473.0.01 PAGE 3 OF 3 ON ()A DISCLOSURE AFFIDAVIT OF NO MONIES DUE TO THE CITY (fitu of .liminti 03-05-2021 ,t," In accordance with Section 2-208 of the Code of the City of Miami, Florida, as amended, ("City Code") titled, "New permits prohibited, non- homestead properties", permits shall not be issued for a non -homestead property with any outstanding code enforcement violations, building violations, or any relevant city lien or invoice due and owing to the City. Permits required to cure life safety issues, permits which are required to bring outstanding violations into compliance, or permits for any properties owned by a governmental entity are exempted from this prohibition. Each owner for each address listed as a party to the application needs to sign and submit this disclosure/affidavit. If an omission is the result of City of Miami oversight, then the City will notify the applicant and provide time for the applicant to resolve the issue within ninety (90) days. The project can be terminated by the City of Miami after the 90th day. Note: If you are a lessee on City of Miami -owned property, you must contact the Department of Real Estate and Asset Management to have this form completed by an authorized person. Name (title and name of entity as well, if applicable): Jorge L Abreu, as Authorized Member of 506 Lucky Start, LLC Address/ City / State / Zip: 506 SW 8th Avenue Miami FL 33130 Phone No: 786 389 3040 Email: abreuhomesinc@yahoo.com I,Jorge L Abreu (please check one of the following): [ ] homestead properties. , hereby certify that all the addresses listed on this application are [X] non -homestead properties, and that there are no open code enforcement violations, building violations, City liens, or invoices due and owing to the City on any of the addresses listed on this application. I certify that any City of Miami covenants on the properties are in full compliance and no associated monies due to the City. I certify there are no past due rent payments or associated interest due to the City for any of the addresses listed on this application. [ ] non -homestead properties that have open code enforcement violations, building violations, City liens, and/or invoices due and owing to the City. Please explain (required): I understand this application shall be terminated after ninety (90) days should any of the addresses listed on this application be found to not be in compliance with Section 2-208 of the City Code or with any covenant conditions attached to the land. Date } State of Florida } County of Miami -Dade Sworn o and subscribed before me by means of X physical presence OR online notarization this i day of s7i 20 by Jorge I Abreu Personally known 0 or Produced Identification ( ) Type of Identification produced (SEAL) tun a�, . ► 'fused Tejeda t; A °__ Comm.: HH 626987 Expires: Jan. 8, 2029 Notary Public - State of Florida Page 1 of 1 rdr miami I public hearing notification services certified lists of property owners within a specific radius + radius maps + mailing labels + mailouts + notice of public hearing site posting rdrmiami.com diana@rdrmiami.com 305.498.1614 August 1, 2025 City of Miami Hearing Boards Miami Riverside Center 444 SW 2nd Avenue, 3rd Floor Miami, FL 33130 Re: Property owner information required for public hearing mail noticing (500' radius): 506 SW 8 Avenue, Miami, FL 33130 (Folio: 01-4138-006-0210) Number of property owners, excluding individual condos, including active associations: 106, including 1 international I certify that the attached ownership list and map are a complete and accurate representation of the real estate property and property owners within a 500-foot radius of the subject property listed above. This information reflects the most current records on file in the Miami -Dade County Tax Assessor's Office. I also understand that a new list will be requested by the City of Miami Hearing Boards if it is determined the property owner information list initially submitted is older than six (6) months. Sincerely, Diana B. Rio RDR Miami 1 Rio Development Resources 305.498.1614 diana@rdrmiami.com OWNER'S NAME(S) REBECCA HOSSACK 342 SW 8 AVENUE LLC 500 SW 9TH AVE LLC 501 INVESTMENT LLC 505 SW 7 CT LLC 506 LUCKY START LLC 510 APARTMENTS LLC 527 JADE LLC 700 APARTMENTS LLC 701 731 SW 5TH STREET LLC 720 JADE LLC 728 INVESTMENTS LLC 744 INVESTMENTS LLC 750 SW 5 STREET LLC 755 BUILDING CONDOMINIUM, INC. 835 SW 5 STREET LLC 850 SW LLC 855 INVESTMENTS LLC 901 LITTLE HAVANA LLC ADRIEN ANGELVY PRIMAEL SAVENAY AIDA MARQUEZ JUAN PABLO MARQUEZ AILYN MARQUEZ ANGEL A GONZALEZ ANGEL GONZALEZ JR CHRISTINE GONZALEZ BILTMORE 2014 LLC BRICKELL COMPLETE AUTO SERV INC CANTELOP PROPERTIES 7 LTD CARIDAD MARIA MURGA CARLOS RIPPES CARLOS SAMANO CESAR STEVEN TORRES CHRISTANT INVESTMENTS LLC CITY OF MIAMI CITY OF MIAMI CONCEPCION DE PRIETO & MARIA R MALDONADO (LE) DELIA LOPEZ-SANTANA LE REM RICARDO VERA DOWNTOWN 734 9PLEX LLC DVG HOLDINGS LLC DVG HOLDINGS LLC EC CAPITAL HOLDINGS INC ECOGREEN PARTNERS LLC EDUARDO JESUS IGLESIAS ELUISA PEREZ EVA MENDEZ FLA CONF ASSN OF 7 DAY ADVENTIST FLA CONF ASSN OF 7TH DAY ADVENT FLA CONF ASSN OF 7TH DAY ADVENTISTS FLA CONF ASSN OF 7TH DAY ADVENTISTS FLORIDA CONFERENCE ASSOC OF SEVENTH DAY ADVENTISTS GABRIEL FAWAZ THERESE FAWAZ GAGA 770 SW 5 ST LLC GAGA 770 SW 5 ST LLC GAVIDIA APARTMENTS LLC GDC MIAMI 2 LLC GDC MIAMI LLC GDG INVESTORS LLC GENO HODZIC GOD IS GOOD CONCEPCION CHIONG INVESTMENTS CORP GROD MANAGEMENT LLC GROD MANAGEMENT LLC GRUPO HABITA 429 LLC H&E ROSSI PROPERTIES LLC HENRY GARCIA COMPANY LE MARTA GARCIA COMPANY LE REM DENISE ALFARO IMS HOLDINGS LLC ISOVANY IGLESIAS PEREZ JAVIER QUINONES JAZ SAN MIAMI HOLDINGS LLC JEFFERSON HOTEL LLC JEFFERSON HOTEL LLC JORGE CEBALLOS JORGE 0 DELGADO JORGE VILARINO SR REGLA CALZADILLA JORGE VILARINO JOSHUA S OCHS JUSTO P & MIRIAM V VAZQUEZ TRS LH FERNANDO LLC C/O TRG MGMT LITTLE HAVANA 862 SW 6 ST LLC LITTLE HAVANA APARTMENTS LLC MAGASI MULTIFAMILY LLC MARIA I ORTEGA & ELY ZELAYA JTRS MARIA R MALDONADO EST OF MAXIMO R ESPINOZA &W BETTY S MERCEDES MAYATO MERCY VALDES MIAMI-DADE COUNTY MIAMI-DADE HOUSING AGENCY MIAMI-DADE COUNTY MIAMI-DADE HOUSING AGENCY MIGUEL CALVO TRS MIGUEL REYES NADIA M SOTTO ALEXANDER M SOTTO NICHOLAS J DE LA PARTE JTRS DANNY DE LA PARTE JTRS OMAR SISTO OMAR SISTO RACAR PROPERTIES LLC RDJ REAL ESTATE INVESTMENTS LLC RENE OMAR HERNANDEZ & GEORGE LUIS HERNANDEZ RENE OMAR HERNANDEZ & JORGE LUIS HERNANDEZ RICARDO & FAUSTINA M PERNAS TRS ROBERTO B VEGA &W ENA & ANTONIO VEGA ETALS TRS ROBERTO DOMINGUEZ RT MIA LLC SAYDA DEL CARMEN MARRERO MARIA CRISTINA CARCACHE SEAS APARTMENTS LLC SYLVIA GATO VILA TRS SYLVIA GATO VILA REVOCABLE TR THE NEW MIAMI LIGHTHOUSE LEARNING CENTER INC VILMA ALVARADO VISTA ALEGRE, INC. 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USA ' 0141380500090 ' 0141380500090 USA ' 0141380500100 ' 0141380500100 USA ' 0102030201140 ' 0102030201140 USA ' 0141380060180 ' 0141380060180 USA ' 0102030301020 ' 0102030301020 USA ' 0102030301040 ' 0102030301040 USA ' 0141380034010 ' 0141380034010 USA ' 0102030201030 ' 0102030201030 USA ' 0141380050010 ' 0141380050010 USA ' 0102030201110 ' 0102030201110 USA ' 0141380032482 ' 0141380032482 USA ' 0102030201130 ' 0102030201130 USA ' 0102030201080 ' 0102030201080 USA ' 0141380500250 ' 0141380500250 USA ' 0141380060161 ' 0141380060161 USA ' 0141380180001 ' 0141380180001 USA ' 0141380032530 ' 0141380032530 USA ' 0141380032420 ' 0141380032420 USA ' 0141380070010 ' 0141380070010 LEGAL DESCRIPTION RIVERVIEW PB 5-43 LOT 2 & W5.5FT LT 1 LESS S58.63FT THEREOF & SUB TO EASEMENT BLK T 38 54 41 BRICKELL RIVERVIEW PB 5-43 S50FT LOTS 19-20 BLK 28 LOT SIZE 50.000 X 100 OR 191, 38 54 41 RIVERVIEW PB 5-43 LOT 1 LESS S50FT BLK 0 LOT SIZE 92.700 X 100 OR 18984-3141 01 RIVERVIEW PB 5-43 LOTS 5 & 6 LESS S55FT BLK T LOT SIZE 95.000 X 100 OR 13724-147 0688 1 C DRUID COURT 1ST ADDN PB 6-168 W62.5FT OF LOTS 1 & 2 BLK A LOT SIZE 62.500 X 100 OR 196 HORNERS ADDN PB B-160 PT LOTS 25-26-27-30-31 & 32 AS DES IN DB 3099-381 LESS E 15 FT OF DRUID COURT 1ST ADD PB 6-168 LOT 2 BLK B LOT SIZE 6250 SQ FT OR 17024-4019 0295 5 DRUID COURT 1ST ADDN PB 6-168 LOT 3 BLK A LOT SIZE 5650 SQUARE FEET OR 20585-3298 08 DURID COURT 1ST ADD PB 6-168 LOTS 1 & 2 BLK C LOT SIZE 12500 SQUARE FEET OR 17712-05E CITY OF MIAMI SOUTH PB B-41 LOT 17 BLK 32 LOT SIZE 7500 SQUARE FEET OR 19844-1934 070' DRUID COURT 1ST ADDN PB 6-168 LOTS 1 & 2 LESS W62.5FT BLK A LOT SIZE 5000 SQUARE FEE CITY OF MIAMI SOUTH PB B-41 LOT 4 & W16.3FT LOT 3 BLK 32 LOT SIZE 9945 SQUARE FEET OR CITY OF MIAMI SOUTH PB B-41 LOTS 6 & 7 BLK 32 LOT SIZE 15000 SQ FT OR 14376-127 1289 5 DRUID COURT 1ST ADD PB 6-168 LOT 1 BLK B LOT SIZE 50.000 X 125 755 BLDG CONDO DRUID COURT 1ST ADDN PB 6-168 LOTS 5 & 6 BLK B 38 54 41 CAROLINA COURT A R/S PB 15-56 LOTS 4 & 5 LESS W56FT LOT SIZE 56.480 X 100 OR 1! RIVERVIEW PB 5-43 LOT 3 BLK T LOT SIZE 7500 SQUARE FEET OR 17999-2029 0298 4 COC 2168; 38 54 41 CAROLINA COURT A R/S PB 15-56 W56FT OF LOTS 4 & 5 LOT SIZE 5600 SQUARE FEET RIVERVIEW PB 5-43 S96FT OF LOT 20 BLK 0 LOT SIZE 96.000 X 95 OR 9863-0705 RIVERVIEW PB 5/43 N37.4FT OF S133.8FT LOT 11 & W5.5FT OF N37.4FT OF S133.8FT LOT 12 SUE RIVERVIEW PB 5-43 N50FT OF S100FT LOTS 7-8 BLK T LOT SIZE 5000 SQUARE FEET OR 16500-1 RIVERVIEW PB 5-43 N37.4FT OF S96.4FT OF E55.5FT OF LOT 12 SUBJ TO EASEMENT OVER W1C CITY OF MIAMI SOUTH PB B-41 LOT 9 & 10 BLK 32 LOT SIZE 15000 SQUARE FEET OR 11609-294 CITY OF MIAMI SOUTH PB B-41 S100FT OF LOTS 11 & 12 LESS W10FT FOR ST BLK 33 LOT SIZE E CAROLINA COURT A R-S PB 15-56 LOTS 14 & 15 LOT SIZE 100.300 X 112 OR 9691 179 COC 21652 HORNERS ADDN PB B-160 W41FT OF LOT 13 LOT SIZE 4100 SQ FT OR 15902-4686 0493 1 SIMPSONS ADD PB 16-37 LOT 3 LOT SIZE 50.000 X 89 OR 18487-0242 02 1999 4 COC 22937-2424 RIVERVIEW PB 5-43 BEG 171.2FTN OF SE COR OF LOT 12 TH N37.4FT ON E/L OF LOT 1 TH W 55 DRUID COURT 1ST ADD PB 6-168 LOT 8 BLK A LOT SIZE 5650 SQUARE FEET 38 54 41 CAROLINA COURT A R-S PB 15-56 LOT 10 LOT SIZE 11239 SQUARE FEET OR 21188-132 38 54 41 RIVERVIEW PB 5-43 LOT 1 TO 3 INC BLK U & LOT 16 CAROLINA COURT A R-S OF PB 15- CITY OF MIAMI SOUTH PB B-41 LOTS 1 TO 20 INC BLK 23 LOT SIZE 150000 SQUARE FEET RIVERVIEW PB 5-43 LOT 9 BLK T LOT SIZE 7500 SQUARE FEET OR 12936-1643 0686 5 COC 2533( CAROLINA COURT A R-S PB 15-56 LOT 6 LOT SIZE 5601 SQUARE FEET OR 11900-968 0983 6 CITY OF MIAMI SOUTH PB B-41 LOT 5 BLK 32 LOT SIZE 7500 SQ FT OR 19756-3100 07 2001 1 CO( RIVERVIEW CONDO BLDG 826 UNIT 1 UNDIV 1/26 INT IN COMMON ELEMENTS OFF REC 25408 1E RIVERVIEW CONDO BLDG 826 UNIT 4 UNDIV 1/26 INT IN COMMON ELEMENTS OFF REC 25408 1E DRUID COURT 1ST ADD PB 6-168 LOT 4 BLK A LOT SIZE 5650 SQUARE FEET OR 18654-2919 06 1 RIVERVIEW PB 5-43 LOT 3 BLK S LOT SIZE 7500 SQUARE FEET OR 16902-2203 0695 4 RIVERVIEW PB 5-43 N37.4FT OF 558.63FT OF W5.5FT OF LOT 1 & N37.4FT OF 558.63FT OF LOT ; CITY OF MIAMI SOUTH PB B-41 S100FT OF LOT 11 BLK 32 LOT SIZE 50.000 X 100 OR 18755-0332 RIVERVIEW PB 5-43 S59FT OF E55.5FT OF LOT 12 BLK T SUBJ TO EASEMENT LOT SIZE 55.500 X CAROLINA COURT A R-S PB 15-56 LOT 8 LOT SIZE 6251 SQUARE FEET 38 54 41 CAROLINA COURT A R-S PB 15-56 LOT 7 LOT SIZE 6251 SQUARE FEET CAROLINA COURT A R-S PB 15-56 LOT 9 LOT SIZE 50.010 X 125 RIVERVIEW PB 5-43 LOT 9 & 10 BLK U LOT SIZE 15000 SQUARE FEET CAROLINA COURT R-S PB 15-56 LOT 2 LOT SIZE 5601 SQUARE FEET OR 16306-3764 0394 1 38 54 41 RIVERVIEW PB 5-43 S50FT OF LOTS 7-8 BLK T LOT SIZE 50.000 X 100 CITY OF MIA SO PB B-41 N100FT LOT 10 BLK 33 LOT SIZE 50.000 X 100 OR 13732-831 0688 1 CITY OF MIAMI SOUTH PB B-41 N100FT LOT 9 BLK 33 LOT SIZE 5000 SQUARE FEET OR 16692-03 CITY OF MIAMI SOUTH PB B-41 LOT 15 BLK 32 LOT SIZE 7500 SQUARE FEET OR 21060-2614 02 2 BRICKELL RIVERVIEW PB 5-43 LOT 15 BLK 28 LOT SIZE 7500 SQUARE FEET OR 19027-0657 02 2( 38 54 41 BRICKELL RIVER VIEW PB 5-43 LOT 14 BLK 28 LOT SIZE 7500 SQ FT OR 23828-4948/237, 38 54 41 RIVERVIEW PB 5-43 LOT 12 BLK S LOT SIZE 7500 SQUARE FEET OR 14225-1801 0889 1 38 54 41 CAROLINA COURT R-S PB 15-56 LOT 3 LOT SIZE 5601 SQUARE FEET OR 16462-1039 07 RIVERVIEW PB 5-43 LOT 4 BLK T LOT SIZE 7500 SQUARE FEET OR 9824 2910 BRICKELL RIVERVIEW PB 4-45 LOT 17 BLK 28 LOT SIZE 7500 SQUARE FEET OR 21287-0276 05 2( BRICKELL RIVERVIEW PB 5-43 LOT 18 BLK 28 LOT SIZE 7500 SQUARE FEET OR 21287-0276 05 2( CAROLINA COURT A R-S PB 15-56 LOT 11 LOT SIZE 5601 SQUARE FEET COC 23420-0074 05 200! CITY OF MIAMI SOUTH PB B-41 LOT 16 BLK 32 LOT SIZE 7500 SQUARE FEET OR 18990-0763 02 2 DRUID COURT 1ST ADD PB 6-168 LOT 3 BLK B LOT SIZE 6250 SQ FT OR 10664-739 0180 4 DRUID COURT 1ST ADD PB 6-168 LOT 4 BLK B LOT SIZE 6250 SQUARE FEET OR 15947-1253 069: SIMPSONS ADD PB 16-37 LOT 4 LESS S2FT LOT SIZE 48.000 X 89 OR 19820-3173 07 2001 4 RIVERVIEW PB 5-43 N37.4FT OF S133.8FT OF E55.5FT OF LOT 12 BLK T SUBJ TO EASEMENT LOY DRUID COURT 1ST ADD PB 6-168 LOTS 5 & 6 BLK A LOT SIZE 11300 SQ FT OR 13103-3369 0786 1 RIVERVIEW PB 5-43 LOT 20 LESS S96FT BLK 0 LOT SIZE 5114 SQ FT OR 18555-1891 0499 2 (2) C( RIVERVIEW PB 5-43 S50FT OF LOT 1 BLK 0 LOT SIZE 50.000 X 93 OR 18555-1891 0499 2 (2) COC RIVERVIEW PB 5-43 N37.4FT OF S96.4FT LOT 11 & W5.5 FT OF N37.4FT OF S96.4FT LOT 12 BLK - CITY OF MIAMI SOUTH PB B-41 S100FT LOT 12 BLK 32 LOT SIZE 5000 SQUARE FEET OR 17896-2 BERTHA CONDO UNIT A UNDIV .50% INT IN COMMON ELEMENTS OFF REC 11465-1199 OR 20941 DRUID COURT 1ST ADD PB 6-168 LOT 7 BLK A LOT SIZE 50.000 X 113 COC 24908-0541 08 2006 4 DRUID COURT 1ST ADD PB 6-168 LOT 3 BLK C LOT SIZE 6250 SQUARE FEET OR 17291-2477 0791 RIVERVIEW PB 5-43 LOT 20 & S50FT OF LOT 1 BLK N LOT SIZE 18210 SQUARE FEET OR 11025-2 38 54 41 RIVERVIEW PB 5-43 LOT 4 BLK S LOT SIZE 7500 SQUARE FEET OR 13371-665 0787 1 CC HORNERS ADDN PB B-160 LOTS 28 & 29 & W35FT OF LOTS 27 & 30 & N15FT OF 30FT ALLEY LYG CAROLINA COURT A R-S PB 15-56 LOTS 12 & 13 LOT SIZE 100.000 X 112 OR 25618-2617 04 2007 BERTHA CONDO UNIT B UNDIV .50% INT IN COMMON ELEMENTS OFF REC 11465-1199 OR 1310E RIVERVIEW PB 5-43 LOT 10 BLK T LOT SIZE 7500 SQUARE FEET OR 12936-1643 0686 5 38 54 41 RIVERVIEW PB 5-43 BEG 133.8FTN OF SE COR LOT 12 TH N37.4FT W55.5FT TH S PARL 38 54 41 RIVERVIEW PB 5-43 S59FT LOT 11 & W5.5FT OF S59FT LOT 12 SUB TO 10FT EASEMENT RIVERVIEW CONDO BLDG 826 UNIT 8 UNDIV 1/26 INT IN COMMON ELEMENTS OFF REC 25408 1f HORNERS ADDN PB B-160 E9FT OF LOT 13 & LOTS 14 15 & 16 LOT SIZE 159.000 X 100 HORNERS ADDN PB B-160 LOTS 17 THRU 24 & S15FT ALLEY N & ADJ LESS El 1 FT OF LOTS 17 & DILLS ADD BEG ON W/L OF SW 8 AVE & 500FTN OF N/L OF SW 8 ST W209FT N50FT E 209FT S50 38 54 41 BRICKELL RIVERVIEW PB 5-43 N50FT OF S100FT LOTS 19-20 BLK 28 LOT SIZE 5000 SQl 38 54 41 RIVERVIEW PB 5-43 N50FT OF LOTS 7-8 BLK T LOT SIZE 5000 SQUARE FEET OR 16342- DRUID COURT 1ST ADD PB 6-168 LOT 9 BLK A LOT SIZE 5650 SQ FT OR 18100-0756 0598 4 DRUID COURT 1ST ADD PB 6-168 LOT 10 BLK A LOT SIZE 5650 SQ FT OR 15594-3649 0792 2 DRUID COURT 1ST ADD PB 6-168 LOTS 11 & 12 BLK A LOT SIZE 11300 SQ FT OR 15594-3649 079: CITY OF MIAMI SOUTH PB B-41 LOT 14 BLK 32 LOT SIZE 7500 SQUARE FEET OR 18990-0763 02 2 HORNERS ADDN PB B-160 BEG NE COR LT 32 S45.87FT W84.40 FT S9FT W30.647FT N54.87FT E' CITY OF MIAMI SOUTH PB B-41 S50FT OF LOTS 9-10 BLK 33 LOT SIZE 5000 SQUARE FEET OR 16 CITY OF MIAMI SOUTH PB B-41 N50FT OF LOTS 11 & 12 BLK 33 LOT SIZE 5000 SQUARE FEET OF BRICKELL RIVERVIEW PB 5-43 LOT 16 BLK 28 LOT SIZE 7500 SQUARE FEET COC 23796-3368 10 CITY OF MIAMI SOUTH PB B-41 E33.7FT LOT 3 BLK 32 LOT SIZE 5055 SQUARE FEET OR 16513-2 38 54 41 CAROLINA COURT R-S PB 15-56 LOT 1 LOT SIZE 5601 SQUARE FEET OR 12960-2185 & C CITY OF MIAMI SOUTH PB B-41 N50FT LOTS 11 & 12 BLK 32 LOT SIZE 5000 SQUARE FEET OR 21 RIVERVIEW PB 5-43 W5.5FT OF S21.23FT OF LOT 1 & S21.23FT OF LOT 2 & N16.17FT OF LOT 11 CITY OF MIAMI SOUTH PB B-41 LOT 13 BLK 32 LOT SIZE 7500 SQUARE FEET COC 25696-0510 06 CITY OF MIAMI SOUTH PB B-41 LOT 8 BLK 32 LOT SIZE 7500 SQUARE FEET OR 9345 919 DRUID COURT 1ST ADD PB 6-168 LOTS 1 THRU 5 & LOTS 7 THRU 10 & N1/2 OF LOT 11 BLK D & L 38 54 41 HORNERS ADDN PB B-160 N15FT SW 5 TERR NOW CLOSED ADJ LTS 25 & 26 ON SO & E VISTA ALEGRE CONDO RIVERVIEW PB 5-43 LOTS 7 THRU 11 BLK S 38 54 41 RIVERVIEW PB 5-43 S55FT OF LOTS 5 & 6 BLK T LOT SIZE 5500 SQUARE FEET OR 18511 RIVERVIEW PB 5-43 LOTS 5 & 6 BLK S LOT SIZE 15000 SQUARE FEET OR 19835-3578 0701 1 SIMPSONS ADD PB 16-37 LOTS 1 & 2 LOT SIZE 100.000 X 150 OR 19806-2349 06 2001 1 COC 2271 .5FT TH S37.4FT TH E TO POB SUBJ TO EASEMENT OVER W10FT BLK T LOT SIZE 37.40( 528 0181 1 DONATO G ARGUELLES &W DULCE M COC 22852-3139 23355-2282 1104 1 S OF & ADJ TO LOTS 27 & 28 LOT SIZE 14025 SQUARE FEET OR 22894-2535 12 2004 1 WITH E BDRY OF LOTS 1 & 12 FOR 37.4FT TH E TO POB SUBJ TO EASMT OVER W10FT & W5.5FT OF N16.17FT OF LOT 12 BLK T SUB TO EASEMENT LOT SIZE 37.400 X 56 .ESS EXT AREA OF CURVE IN NE COR OF LOT 1 BLK D FOR R/W & S1/2 LOT 11 & LOT 12 DX55 '.BLKD Dear Constituent: Welcome to the City of Miami! This package is intended to provide you with all open Code Enforcement violations and liens attached to the subject property, or properties, as of the current date and time the following report was created. Closed violations and future violations are not included. A violation may become a lien when the property owner does not timely remedy the violation. This report may include two types of liens: Certified liens and non -certified liens. Certified liens have a set amount to be paid. Conversely, most non -certified liens continue to accrue interest or a per diem fine; therefore, those liens must be satisfied with the City as quickly as possible. All outstanding violations and liens must be satisfactorily resolved before the City can issue a Certificate of Use (CU); however, the City inspects all properties prior to the issuance of a CU and those inspections may yield additional items, which must be addressed by the owner at the property prior to issuance of a CU. This search does not include encumbrances, other liens, restrictions or the like, recorded in the Public Records of Miami -Dade County, Florida. Please contact Miami -Dade County for the aforementioned items. Code Violation/Lien Inquiry Letter Page 1 of 5 City of Miami Alejandro Uribe 2800 Ponce de Leon Blvd., Suite 1200 Coral Gables FL 33134 Property Search Notice 08/01/2025 Per your request (copy attached), the undersigned has searched the records of the Director of Finance in and for the City of Miami, Florida, for any liens and other fees outstanding against the following described property as of: 08/01/2025. The result is valid up to 30 days from the processing date. In addition, due to daily penalty and interest calculations, the amount shown is subject to change as reflected below. Folio Number: 01-4138-006-0210 Property Address: 508 SW 8 AV Legal Description: HORNERS ADDN PB B-160 PT LOTS 25-26-27-30-31 & 32 AS DES IN DB 3099-381 LESS E 15 FT OF S 49.92 FT OF LOT 27 LOT SIZE IRREG OR 20520-0646 06 2002 6 COURT CASE #09-21429 Amount Payable On: 07/31/2025 to 08/31/2025 0.00 This notice does not include liens imposed by federal, state, county or City agencies or boards or any other liens recorded in the public records of Miami -Dade County. Erica T. Paschal Finance Director To ensure proper credit of your payment, include a copy of all pages of the property search findings along with your payment and mail to: City of Miami, Treasury Management/Payment Processing, 444 SW 2nd Avenue, 6th Floor, Room 636-1, Miami, FL 33130. If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 2 of 5 City of Miami Alejandro Uribe 2800 Ponce de Leon Blvd., Suite 1200 Coral Gables FL 33134 08/01/2025 Folio Number: 01-4138-006-0210 Property Address: 508 SW 8 AV Legal Description: HORNERS ADDN PB B-160 PT LOTS 25-26-27-30-31 & 32 AS DES IN DB 3099-381 LESS E 15 FT OF S 49.92 FT OF LOT 27 LOT SIZE IRREG OR 20520-0646 06 2002 6 COURT CASE #09-21429 Property Search Findings — Pending Liens (Case Number) Lien No. Description Address If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 3 of 5 City of Miami Alejandro Uribe 2800 Ponce de Leon Blvd., Suite 1200 Coral Gables FL 33134 08/01/2025 Folio Number: 01-4138-006-0210 Property Address: 508 SW 8 AV Legal Description: HORNERS ADDN PB B-160 PT LOTS 25-26-27-30-31 & 32 AS DES IN DB 3099-381 LESS E 15 FT OF S 49.92 FT OF LOT 27 LOT SIZE IRREG OR 20520-0646 06 2002 6 COURT CASE #09-21429 Property Search Findings - Open Invoices Invoice Customer No. (Case Number) Lien No. Description Amount Due Sub -Total 0.00 If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 4 of 5 Violations Detail Report Folio Number: 01-4138-006-0210 NO OPEN VIOLATIONS FOUND. Page 5 of 5 Success. Confirmation #178113726 An email confirmation has been sent to abreuhomesinc©yahoo.com PAYMENT METHOD EAM **** **** **** 1001 EX CONTACT INFORMATION Jorge Abreu 6660 LAKE BLUE DRIVE Miami Lakes, FL 33014 abreuhomesinc@yahoo.com TRANSACTION ID OPTION AMOUNT 1198742 Balance Due $5,150.00 Processing Fees $0.00 Total: $5,150.00 ACKNOWLEDGEMENT BY APPLICANT 1. The Department of Resilience and Public Works, Transportation, Coordinated Review Committee and other City and County agencies review zoning public hearing requests and provide input, which may affect the scheduling and outcome of my hearing. These reviews may require additional hearings before other City and County boards, which may result in the modification of plans, studies and/or the proffering of agreements to be recorded. The submission and acceptance of a request for public hearing means that the application is ready to be scheduled for public hearing. I am also aware that I must comply promptly with any City or County conditions and notify the Hearing Boards (Hearing Boards) in writing if my public hearing application will be withdrawn. 2. Filing fees may not be the total cost of a hearing. Some requests require notices to be mailed to property owners up to a mile from the subject property and I am responsible for paying the additional radius mailing costs. In addition to mailing costs, I am responsible for additional fees related to application changes, plan revisions, deferrals, re -advertising, etc. that may be incurred. I understand that fees must be paid promptly. The only fees that will be refunded after the submission and acceptance of an application for public hearing has occurred will be the surcharge fees related to appeals, as expressly listed in Chapter 62 of the City Code (Code). 3. Requests for public hearing will be scheduled by the Hearing Boards in accordance with the scheduling timeline set forth in the Code and the Zoning Ordinance of the City of Miami (Miami 21), as applicable. I must submit any requests to reschedule, continue or defer my hearing date to the attention of the decision -making body for its consideration and vote at the public hearing on which my application is scheduled to be heard. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, as per the Code. 4. Applicable Florida Building Code requirements, or other applicable requirements, may affect my ability to obtain a building permit even if my zoning application is approved; and a building permit will probably be required. I am responsible for obtaining any required permits and inspections for all structures and additions proposed, or built, without permits. In addition, a Certificate of Use (C.U.) must be obtained for the use of the property after it has been approved at a zoning public hearing. Failure to obtain the required permits and/or C.U., Certificates of Completion (C.C.), or Certificate of Occupancy (C.O.) will result in an enforcement action against any occupant and owner. Submittal of the zoning public hearing request may not forestall enforcement action against the property. 5. If my request is denied, deferred, or otherwise not approved, I understand that I will not be reimbursed for any fees paid. 6. Any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, as per the Code. 7. Any covenant to be voluntarily proffered must be submitted in word format to the Planning Department and to the Office of the City Attorney through ePlan for review and comments from the Planning Department, Office of the City Attorney, and any other City departments as deemed necessary. The covenant will be reviewed in ePlan and the applicant will be notified of any necessary changes, corrections or comments through ePlan. Once the covenant receives a recommendation of approval from the Planning department and as to legal form, Hearing Boards staff will extract the approved covenant directly from ePlan to include as part of the agenda. The applicant is responsible to submit to the Hearing Boards the signed covenant with a current Opinion of Title no later than two (2) weeks prior to the initial public hearing. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. Acknowledgment by Applicant Updated 08.13.2020 Page 1 of 4 notariz on, this , 20 by acknowled.'.. g), who is personally known to me or who has produced as identification. 8. Any and all documents submitted must be accompanied by a cover letter indicating the subject matter, application number and hearing date. Jorge L Abreu, as AMBR of 506 Lucky Start, LLC, a Florida limited liability company Applicant(s) Name Printed STATE OF FLORIDA COUNTY OF MIAMI-DADE e foregoing instrument was acknowledged before me by means of ❑ physical presence or ❑ online (name of person [Notary Seal] Notary Public Name typed, printed or stamped My Commission Expires: STATE OF FLORIDA COU '-.Y OF MIAMI-DADE The foregoing instrument was acknowledged before me by me'w.s of ❑ physical presence or ❑ online notarization, this , 20 by (name of officer or agent, title of officer or agent), of (name of corporation acknowledging), a State of Florida corporation, on behalf of the corporation. He/she is persona . known to me or has produced as identification. [Notary Seal] Acknowledgment by Applicant Updated 08.13.2020 Page 2 of 4 Notary Public Name typed, printed or stamped My Commission Expires: STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of physical presence or ❑ online notarization, this A(,K USL 4 , 206 by Jorge L. Abreu, as authorized member (name of member, manager, officer or agent, title of member, manager, officer or agent), of 506 Lucky Start, LLC (name of company acknowledging), a State of Florida limited liability company, on behalf of the company, who is personally known to me or has produced as identification. [Notary Seal] The fo .�^Yu Yuseil Tejeda Comm.: HH 626987 :la= Expires: Jan. 8, 2029 oF,.o,' Notary Public - State of Florida .dun Notary Pul;lic yi,).S 7�, eciq Name typed, printed or stamped My Commission Expires: f STATE OF FLORIDA COUNTY OF MIAMI-DADE oing instrument was acknowledged before me by means of ❑ physical presence or ❑ online notarization, thi acknowledging partne , 20 by (name of agent), partner (or agent) on behalf of (name of partnership), a partnership. [Notary Seal] Acknowledgment by Applicant Updated 08.13.2020 Page 3 of 4 she is personally known to me or has produced identification. Notary Public Name typed, printed or stamped My Commission Expires: STATE OF FLORIDA COUNTY OF MIAMI-DADE e foregoing instrument was acknowledged before me by means of ❑ physical presence or 0 online notari'-tion, this 20 by (name of attorney in fact) as a'`-•rney in fact, who is personally known to me or who has produced as identification on behalf of (name of principal). [Notary Seal] Notary Public Name typed, printed or stamped My Commission Expires: STATE OF FL i' -IDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged bef4-.e me by means of ❑ physical presence or 0 online notarization, this 20 by �, (name and title of position), who is personally known to me or who has prod ed identification. [Notary Seal] Acknowledgment by Applicant Updated 08.13.2020 Page 4 of 4 as Notary Public N e typed, printed or stamped My mmission Expires: Note: Annual Registration Expires on 12/31/2025 CITY OF MIAMI LOBBYIST REGISTRATION FORM Instructions: Please complete all sections of this form and submit the completed form, with the applicable fee(s), to the Office of the City Clerk. If you need more space to complete a section, use a separate sheet(s) of paper. If you have nothing to report in a particular section, you must type or print "None" or "N/A" in that section. IF ANY SECTION IS LEFT BLANK, THE FORM WILL NOT BE ACCEPTED. Important: It is the responsibility of the lobbyist to ensure that ALL active lobbyist registration forms, including active lobbyist registration forms submitted in previous years, remain up to date. (1) Lobbyist Name: Alejandro Uribe (Last Name, First Name, Middle Initial) Business Phone: 305 854 0800 Email: auribe@wsh-Iaw.com Business Address (include Zip Code): 2800 Ponce de Leon Blvd., Suite 1200 Coral Gables, FL 33134 (2) Principal Represented: 506 Lucky Start, LLC (Name of corporation, partnership, trust, etc., you are representing) Business Address (include Zip Code): 6660 Lake Blue Drive Miami Lakes, FL 33014 (3) Are you the Principal of the corporation, partnership, trust, etc.? YES ED NO 0 (you must check YES or NO) NOTE: Principal means the person, firm, corporation, or other entity that performs lobbying activity on behalf of itself or that has designated, employed, or retained a lobbyist to lobby on its behalf. The term "principal" also includes the person, firm, corporation, or other entity receiving the benefit of the lobbying effort and on whose behalf the lobbyist is lobbying, even if the lobbyist is retained, engaged, or employed by a third -party for such purposes. IF YOU PROVIDED INFORMATION IN SECTION 2 ABOVE, PLEASE REVIEW THIS SECTION CAREFULLY. If a lobbyist represents a corporation, partnership or trust, the lobbyist must disclose the name and business address of the chief officer, partner or beneficiary of the corporation, partnership or trust, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust. Attach separate sheet if needed. If this section is not applicable you must type or print "None" or "N/A". See Attached. (4) Specific issue associated with lobbying. Describe with as much detail as is practical. Attach a separate sheet if needed. If you are using this form for your Annual Registration, please write "Annual Registration" and the year that you are registering for (ex: Annual Registration 2025). Zoning approvals including public hearings for 506 SW 8th Ave. Page 1 of 2 Office of the City Clerk, 3500 Pan American Drive, Miami, FL 33133 / Phone: (305) 250-5361 / Email: clerks@miamigov.com CM-LRF (Rev. 12/2024) (5) Lobbyists shall be required to state the existence of any direct or indirect business association, partnership, or financial relationship with the Mayor, any member of the City Commission, any member of a City board, the City Manager or a member of the City staff before whom he/she lobbies or intends to lobby. Attach separate sheet if needed. If this section is not applicable you must type or print "None" or "N/A". N/A Lobbyists, as defined in City Code Section 2-653, shall pay an annual registration fee of $525.00, plus $105.00 for each principal represented for each issue lobbied on behalf of any one principal. Each issue associated with lobbying shall be described with as much detail as is practical. The City Clerk, or the City Clerk's designee, shall reject any registration statement that does not provide a clear description of the specific issue on which such lobbyist has been retained to lobby or if any section of this form is left blank. Regardless of the date of the annual registration, all lobbyists' annual registrations shall expire December 31 of each calendar year and shall be renewed on a calendar year basis. Each lobbyist shall, within sixty (60) days after registering as a ;lobbyist, submit to the Office of the City Clerk a certificate of completion of an ethics course offered by the Miami -Dade County Commission on Ethics & Public Trust ("Ethics Commission"). Lobbyists who have completed the initial ethics course mandated by the preceding sentence and have continuously registered as a lobbyist thereafter shall be required to complete a refresher ethics course offered by the Ethics Commission every two (2) years. Each lobbyist who has completed a refresher ethics course shall submit a certificate of completion within sixty (60) days after registering as a lobbyist. Lobbyists shall file amendments to their registration forms within fifteen (15) days of any change of information required to be set forth on their registration forms. (Miami -Dade County Code Section 2-11.1(s)(3)(h)) Each lobbyist shall file a form with the City Clerk within thirty (30) days after ceasing all lobbying activities with a principal. (Miami -Dade County Code Section 2-11.1(s)(3)(i)) I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Chapter 2, Article VI, Sections 2-651 through 2-658 of the Miami City Code, as amended, and Miami -Dade County Code Section 2-11.1(s). STATE OF Sworn to (or affirmed) and subscribed before me by means of A by Sign t'ure of Lobbyist hysical presence or online notarization, this day (Name of person making statement) ,ro, �,y�r Pueq, MARILYN V. SOMODEVILLA , Signature of Natary Public u, erinted or Stamped r>Fof Qom° Expires September 13, 20zr Personally Known: Produced Identification: Type of Identification Produced: (NOTARY SEAL) FILE USE ON CM-LRF (Rev. 12/2024) Page 2 of 2 102100 City of Miami Check Date: 08/04/2025 Check Number: 202220 Date INV # Client Matter Atty EXP Description GL Acct Amount 08/04/25 6629.001 6629 001 AUS MISC City of Miami Lobbyist Registration Fee For Ale 1135000000 105.00 Bank Code: 111 PAY TO THE ORDER OF WEISS SEROTA HELFMAN COLE & BIERMAN, P.L. ATTORNEYS AT LAW 2800 PONCE DE LEON BLVD STE 1200 CORAL GABLES, FL 33134-6919 ONE HUNDRED FIVE AND 00/100 DOLLARS City of Miami 444 S.W. 2nd Avenue Miami, FL 33130 Lobbyist Registration Fee for Alex Uribe III 20 2 2 2Oli' I:0660043671: i753777507i1' Check Amount: CITY NATIONAL BANK OF FLORIDA 2855 LEJEUNE ROAD CORAL GABLES, FL 33134 63-436/660 E=S,11E,no) 08/04/2025 DATE $105.00 202220 NUMBER 202220 AMOUNT $105.00 AFFIDAVIT OF AUTHORITY TO ACT Before me this day, the undersigned personally appeared Jorge L Abreu who being by me first deposes and says: 1. That he/she is the owner or the legal representative of the owner, submitting the public hearing application as required by the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as listed on the foregoing pages. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the foregoing petition, IR including or ❑ not including responses to day-to-day City staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. 5. That a refund, if any, by the City is to be issued to the following person at the address indicated: Jorge L Abreu - 6660 Lake Blue Drive, Miami Lakes, FL 33014 Further Affiant sayeth not. Jorge L Abreu Applicant(s) Name Printed STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this 1st day of / Au�JSZ 20 .25 , by Jorge L Abreu, as Authorized Member xtbodeaiM)ititfitivirtiattiantambircdingiporiatboxi of 506 Lucky Start, LLC a Florida limited liability company. _He/She is Jl personally known to me or 0 who has produced _ as identification and who 0 did 0 did not take an oath. Rey. 10-18 Sigr�ture i CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2- 653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. Name: First Name: Jorge Middle Name: L Last Name: Abreu Home Address: Home Address Line 1: 6660 Lake Blue Drive Home Address Line 2: City: Miami Lakes State: Florida Zip: FL 33014 Contact Information: Home Phone Number: Cell Phone Number: 786 389 3040 Fax Number: Email: abreuhomesinc@yahoo.com BUSSINESS or APPLICANT or ENTITY NAME Address Line 1: 506 Lucky Start LLC Address Line 2: Doc. No.:86543 Page 1 of 3 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Exception to approve reduction of required parking for a duplex with less than 1 U,000 square feet of floor area per Article 4, Table 4 of Miami 21. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? No If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. 1. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. • Name of Person/Entity: NIA • Phone Number of Person/Entity: NIA • Address of Person/Entity: N/A 2. Please describe the nature of the consideration N/A 3. Describe what is being requested in exchange for the consideration. N/A Doc. No.:86543 Page 2 of 3 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION ACKNOWLEDGEMENT OF COMPLIANCE hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: Print Name Jorge LAbreu Signature means of p] physical presence or [ ] online notarization � nn Sworn to and su scribed before me this I.51 day of AU t%s Ra 2025 The foregoing instrument was acknowledged before me by �rjr)j reto who has produced did/did not take an oath. STATE OF FLORIDA CITY OF MIAMIMY COMMISSION EXPIRES: as identification and/or is personally known to me and who ;01.1YuseN Tejeda (`, Comm.: HH 626987 8 Expires: Jan. 8, 2029`� tRa t` '� Notary Public • State of Rorida -7 Doc. No.:86543 Page 3 of 3 DISCLOSURE OF OWNERSHIP List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires all parties making any presentation, formal request or petition to the City Commission or any City board with respect to any real property to make full disclosure, in writing, of all parties having a financial interest, either direct or indirect, in the subject matter of said presentation, formal request or petition. Such disclosure shall include, but not be limited to, disclosure of all natural persons having an ownership interest, direct or indirect, in the subject real property. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(s) Jorge L. Abreu 50% Sucel Abreu 50% Percentage of Ownership Jorge L. Abreu 50% Sucel Abreu 50% Subject Property Address(es) 506 SW 8th Avenue, Miami, Florida 33130 List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): N/A Legal Description(s): N/A Jorge L Abreu Owner(s) or Attorney Name wriAi ers o O (r A n y Signature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this 0-1 day of Au list 20 ,.)5 , by -io je- /-,bret(l who is a(n) individualt/partner/agent/corporation of 506 Lucky Start, LLC a(n) Florida limited liability company. He/She is personally known tope or ❑ who has produced as identification and who 0 did ❑ did not take an oath. Rev. 10-18 /y (� Yusell Tejecta z.,`.` Comm.: HH 626987 Signature . re Expires: Jan. 8, 2029 • Notary Public - State of Florida (Stamp) State of Florida Department of State I certify from the records of this office that 506 LUCKY START, LLC is a limited liability company organized under the laws of the State of Florida, filed on September 23, 2021, effective September 23, 2021. The document number of this limited liability company is L21000420511. I further certify that said limited liability company has paid all fees due this office through December 31, 2025, that its most recent annual report was filed on February 6, 2025, and that its status is active. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Fourth day of August, 2025 Secretaty of fate Tracking Number: 9529448519CU To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateofStatus/CertificateAuthentication CERTIFIED COMPANY RESOLUTION The undersigned, Jorge L Abreu, as Authorized Member of 506 Lucky Start, LLC, a Florida limited liability company (the "Company"), certifies that the following is a true and correct copy of the resolutions adopted by the managers of the Company on / 1 t),S1 (s' , 2025 at the offices of the Company. RESOLVED that the Company consents to and join in the filing with the City of Miami application for an Exception at the property located at 506 SW 8 Avenue., in the City of Miami, Florida (the "Application"); and be it FURTHER RESOLVED that Jorge L Abreu, as Authorized Member of the Company is authorized to execute any and all documents on behalf of the Company. FURTHER RESOLVED that Alejandro Uribe, Esq. and the law firm of Weiss Serota Helfman Cole & Bierman, PL, are authorized, directed and empowered to execute any and all applications, petitions, and other documents necessary to effectuate the Applications. The adoption of said resolution was in all aspects legal; and that said resolutions are in full force and effect and have not been modified or rescinded. Dated this j day of C{r (ysZ , 2025. 506 Lucky Start, LLC, a Florida limited liability company By: Name: Jor Title: Authoriz STATE OF FLORIDA COUNTY OF MIAMI-DADE ) I HEREBY certify that on this day before me, a Notary Public duly authorized in the state and county named above to take acknowledgement, by means of pc] physical presence or [ ] online notarization, appeared Jorge L Abreu, as Authorized Member of 506 Lucky Start, LLC, a Florida limited liability company, and who executed the foregoing instrument and acknowledged to and before me that they executed said instrument for the purposes therein expressed. He is VQ personally known, or [ ] produced as identification. WITNESS my hand and official seal this Sic day of 4G(e7iist , 2025. SIGNATURE OF 1 RSO /FAKING AKNOWLEDGEMENT (stamp) 403714xYuseil Tejeda Comm.: HH 826987 Expires: Jan. 8, 2029 !w F• Notary Public • State of Ronda City of Miami :: Order Receipt From: No Reply - City of Miami (noreply+city-of-miami-fl@paydici.com) To: abreuhomesinc@yahoo.com Date: Wednesday, May 21, 2025 at 09:53 AM EDT Hello JORGE Order Confirmation #176453730 Your payment of $495.00 to City of Miami has been processed on May 21, 2025 Transaction ID Installment Amount 1190344 Balance Due $495.00 Total: $495.00 Payment Method: **** **** **** 1001 (American Express) If you have questions regarding your account, please contact City of Miami. Click here to register your account: Thank you, City of Miami 305-416-1570 finance@miamigov.com REGISTER Need login help? Please do not respond to this email as it is not monitored regularly. For billing questions or general issues, please contact your service provider directly. Click here to unsubscribe from eBill notifications poi nt&pay Department of Finance Online Payments Receipt Your Reference Number: 2024005001-132 01/05/2024 11:48:22 AM Web_user TRANSACTIONS If you have a Transaction ID, please click here 2024005001-132-1 $1,651.10 TRANS ID: 1043922 BUSINESS NAME: COM Lien Search $1,651.10 FEE NAME: ZONING REVIEW (EXCEPTION) -MAXIMUM $3000.00 (B ASE FEE FOR STRUCTURES UP TO 500 SQUARE FEET) TOTAL AMOUNT: $1,651.10 PAYMENT American Express Credit Sale CARD NUMBER ***********2003 LAST NAME: ABREU I I I CE2024005001- 32 II u $1,651.10 BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 1190344 Transaction Date: May 21 2025 9:46AM Permit Number: PZ2317001 FEE SUMMARY Abreu Homes Inc 506 SW 8 AV (786)389-3040 Fee Category Fee Code Fee Description Quantity Unit Type Amount PLANNING MS-338 PLANNNG RE -REVIEW FEE 1.0000 REVIEWS $495.00 Total: $495.00 Rev. Jul/02/2012 Generated on May/21/2025 9:45 AM BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 1043922 Transaction Date: Jan 5 2024 10:26AM Permit Number: PZ2317001: 506 SW 8 AVException FEE SUMMARY JORGE ABREU 6660 LAKE BLUE DR abreauhomesinc@yahoo.com (786)389-3040 Fee Category Fee Code Fee Description Quantity Unit Type Amount REVIEW ZONING MS-573 ZONING REVIEW (EXCEPTION) -MAXIMUM $3000.00 (BASE FEE FOR STRUCTURES UP TO 500 SQUARE FEET) 3002.0000 SQ. FT. $1,651.10 Total: $1,651.10 Rev. Jul/02/2012 Generated on Jan/05/2024 10:26 AM BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 1041280 Transaction Date: Dec 21 2023 3:37PM Permit Number: PZ2317001 FEE SUMMARY JORGE ABREU 6660 LAKE BLUE DR abreauhomesinc@yahoo.com (786)389-3040 Fee Category Fee Code Fee Description Quantity Unit Type Amount PLANNING MS-337 PLANNNG STAFF REVIEW 0.0000 N/A $295.00 PLANNING MS-416 EXCEPTION - REQUIRING CITY COMMISSION REVIEW (EXCEPT CS AND T3) PER EACH REQUEST PER FOLIO 1.0000 UNITS $1,750.00 Total: $2,045.00 Rev. Jul/02/2012 Generated on Dec/21/2023 3:36 PM