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Home My WebLink AboutDB Lewis Plans dated 12-7-17DRAWING INDEX A0.01 SURVEY FOR REFERENCE ONLY AO.02 ABBREVIATIONS &LEGENDS AO.03 CONTEXT SITE PHOTOS A0.04 ZONING&DATA. ARCHITECTURE'. EXISTING/ DEMOLITION A1.00 EXIST./ DEMO. SITE PLAN RENDERINGS IM1.01 AERIAL VIEW IM1.02 SE PERSPECTIVE VIEW IM1.03 SW AERIAL VIEW IM1.04 NW AERIAL VIEW ARCHITECTURE'. PROPOSED A2.01 SITE / GROUND FLOOR PLAN A2.02 2ND &3RD FLOORS PLANS A2.03 4TH &5TH FLOORS PLANS A2.04 ROOF TERRACE A3.01 PROPOSED ELEVATIONS &MATERIALS PALETTE A3.02 PROPOSED ELEVATIONS &MATERIALS PALETTE A3.03 SOUTH ELEVATION &CONTEXT ZONING A4.01 PROPOSED SECTIONS DIAGRAMS L1.01 SITE LANDSCAPE PLAN L1.02 2ND, 3RD &5TH FLOORS LANDSCAPE PLAN L1.03 ROOF TERRACE LANDSCAPE PLAN DEERFIELD LOFTS 571 NE 67TH ST. MIAMI, FL 33138 - PALM GROVE H.D. SCOPE OF WORK - MULTIFAMILY 1C0% DEMOLITION OF (NON-CONTRIBUTING) EXISTING ONE STORY APARTMENT BUILDING. NEW CONSTRUCTION OF (6) LIVE -WORK UNITS MJLTIFAMILY RESIDENTIAL BUILDING. AS PER ATTACHED DESIGN INTENT PLANS. PROJECT# 1707 HISTORIC & ENVIRONMENTAL PRESERVATION BOARD COA SUBMITTAL: 09.29.2017 ADDENDUM SET FOR 12.05.2017 HEARING - CONTINUANCE OWNER INFORMATION: INTERSTATE DEVELOPMENT LLP CIO MIKE PAUL. 2295 NW CORPORATE BLVD 210 BOCA RATON, FL 33431 DBLEWIS-ARCHITECT THRESHOLDS oN aL. 6301 BISCAYNE BLVD. MIAMI, FL 33138 T 305.456.7252 M 786.359.6632 dblewisarch@gmail.com www.dblewisarchitect.com ® DBLEWIS ARCHITECTURE & DESIGN 1707 / DEERFIELD LOFTS JOHN IBARRA 8 ASSOCIATES, INC. Professional Land Surveyors & Mappers FOLIO No.: 01J318-038-0510 MINE U0 Si P OWNER: JAVA HOLo NG LLC OAK CL FOLIO No, 01 3918-0130T60 RTY ADDRESS:580 NE MST OWNER,MOORRNINGSIDE MIMOO APARTMENTS LLC MAP OF BOUNDARY SURVEY (P,BNS P)GSIDE 0 G.15 FOLIO No, 01-8118d38-0500 OWNER DOMINIC TERRY 8WNSCOSANCE. 0 GRAPHIC SCALE 0 10 30 40 80 LOT•9 BLOCK - 4 LL F 0 00 EWA( (A) �GANCHOR. NE 67th STREET _ -g TOTAL NIGNT-OF-WAT A PUBLICLY 080KATED BRAG OF RAY BLOCK P6 MORNINGSIDE MAD (P.B.15, PG.15 ) FOLIO No.: 014218-0880001 NO CAP /1NFEE') 11120H=20 FEET ALA ENCROACHMENT NOTES: TAA TAA TREE TABLE F[) LOT-9 FOLIO No.: 01 ]318A38-0690 PROPERTY ADDRESS ONO SISMNE BLVD OWNER. WM ON LLC c y—, r rc^,. rn® Eau LOCATION KETCH ABBREVIATIONS LEGAL DESORPTION.- REc000. CFnsw..ioaoF 0'1'1 ZZATcEi °IHEwaz'I'c ALA PROPERTY ADDRESS: AMA, FLORIDA, 1213. CERNF/CARON.. AOERSTATE DEVELOPMENT LIMITED PARTNERSHIP, AN OHIO LEGAL NOTES OAGCO0.000.0 0 KETCH (, EAS.0000(^ r..0). 00 T0, svrevET NOT E USED FOR CONSMAIION FLOOD ZONE/NFORMATNINTE0 /A uro 70AAono Aso A( SURVEYOR'S AIMEE ) FOAM., ATAANOS ARE REFERRED MAN ASSOAEO MAMA,. BY SAO RAT THE OESORPRONO OA Aw00EAT Tr IF NOT BEAR SURVEYORS CERTIFTCAT/ON. 1114BR01T .®pro ADDED TREES 11242017 DRAWN BY: TB EXISTING SURVEY FOR REFERENCE ONLY DBLEWIS-ARCHITECT aolewNa on ma'i.corn aolewlearonnem.00m THRESHOLDS INTL. DEERFIELD LOFTS PROJECT #1707 571 NE 87 SD MIA, FL 33138 ONNER 2295 NW CORPORATE BLVD STRUCTUR, ENGINEER SOIL ENGINEER. REVISIONS DATE ISSUE DATE SEPT 24, 2017 Drawing Scale SURVEY (FOR REFERENCE ONLY) Phase AS INDICATED ON PLAN SCHEMATIC DESIGN Sheet Number A0.01 ABBREVIATIONS DIAMETER FA FIRE ALARM JAN. JANITOR PAR PARALLEL TIM g AT IMP Gus AB ANCHOR BOLT EBO FURNISHED BY DEONG)(D) RSND OTHERS ET A/C AIR CONDITIONING INCIN CINEF.TOR ED FLOOR DRAIN JT JOINT PCC PRECAST CONCRETE SNT SEALANT ACC ACCESS ILK TERLOCK FE FIRE EXTINGUISHER PCG POUNDS PER CUBIC FT AD AREA DRAIN ADD ADDENDUM I,DSD ON SIZE 'TE(D),OOM EXTINGUISHER LOCKEREEC FIRE EXTINGUISHER CABINET mm . SPEC ION(Bl SO SQUARE ACEL ACCESS FLOOR INSC SULATING CONC FEM FEMALE KPL KICKPLATE PERI PERIMETER SSK SERVICE SINK ACT ACOUSTICAL FFL FINISH FLOOR LINE ADH ADHESIVE TILE 5 INSULATING FILL INTM ATE CABINET KCPL KeENES CEMENT PLASTER PREFABRICATE(D) FT ENAMEL SS STAINLESS STEEL ADJT ADJUSTABLE ININVERT FO. INFORMATION STA STATION FIRE cn PFB L LENGTH PFL POUNDS PER ,SEATING AFF ABOVE FINISH FLOOR FJT FLUSH JOINT LAB LABORATORY. PG PLATE GLASS STL STEEL ABLE LADDER ACTINGALT ALTERNATE ALUM ALUMINUM DA DOUBLE FLASHING LAM LINE, Pure SUR SURFACEPLATE SUSP SUSPENDED ANC ANCHOR, ANCHORAGE LB LAG BOLT DEM ANOD ANODIZED AP ACCESS SYSTEM ARCH A CONTROLSPNL WITCH PLUMAPPROX BING PANEL SQUARE FOOT D � SQUAREYA ASC SUSPENDED CEILING VERTICAL °)GDIMENSION ASPH gBr AUTO DIV DIVISION E OF DNIT LP LIGHT PROOF ED CONC T TREAD AVG AVERAGE L P LIGHT POLE PSF POUNDS PER SOUARE FT T B TOWEL BAR GTB ACOUSTICALANGLE DEMOUNTABLEFRA MEgIgoNDS FRG FORGED TREATED INCH TEL TELEPHONE FULL SIZE 11B, T PRESSURE DPR DAMPER IDTL LIGHT TEMPERED , FEET PTC POST gENSIONED CONCRETE -, - I, , KD T_F HH I DCETH D F DRINKING FOUNTAIN BPL BEARING PLATE DIA DIAMETER DOWNSPODR DOOR T LINTEL T POINT B BASE BRG BEARING UT ER TOIL TOILET FUT FOOTING LOWER VEHICULAR DRIVE HOLDER BJT BED JOINT DWG DRAWING BEL BELOW DISPENCER F., FIETDVERIFY(DIMS)DWR DRAWER VD aD7= RECEPTOR BET BETBIEEN EISP DOWNSPOUT LWC LOCKER CGNG �E(D)(ING) VEMENT T 0 W TOP OF WALL BVL BEVELED BIT BITUMINOUS GA GAGE, GAUGE P V C POLYVINYL CHLORIDE T P D TOILET PAPER DISPENCER m MIRROR TPTN TOILET PARTITION BD BOARD GAO/ GALVANIZED PWD PLYWOOD BOTH SIDES EAST GB GYPSUM BOARD, GRAB BAR LACH MACHINE PCPL PORTLAND CEMENT PLASTER N TRASNFORMER VAULT, TELEVISION BOTH S EA EACH GB GRAB B. MACHINEBOLT Pq. PAIR HEIGHT PARTITION TY,' TYPICAL BL BLOCK DA EXHAUST AIR GC GENERAL CONTRACTOR MAT BLKG BLOCKING E H D ELECTRIC HAND DRYER GCMU GLAZED CONC MASONRY UNIT .AX MAXIMUM T.0 D TOP OF DECK BEAM EXP B EXPANSION BOLT r GRADE, GRADING M B H MOP AND BROOM HOLDER T 0 P TOP OF PARAPET ON MECH MECHANIC(AL) PTV GUAQUANTITYB M BENCH MARK EL ELV ELEVATION E GROUND FACE MBR MEMBER OT QUARRY. TILE TER. TERRAZO FOOTINGELEV ELEVATOR RIC(Au Gig GASKETrED) MED MEDIUM BRZ BRONZE ENCL ENCLOSURE PIPE REDEC)KINGRUBBERUL LABORATORY BLDG BUILDING EP ELECTRICAL PANELBOARD G L GRID LINE MIN MINIMUM N,AD RADIUS UNF UNFINISHED BUR BUILT UP ROOFING EQ EQUAL GLB GLASS BLOCK MISC MISCELLANEOUS BT RABBET, REBATE URINAL BBD BULLETIN BOARD EQUIP EQUIPM ENT GLF TeNSESREAr2TESMASONRY OPENING F. RURON UNLESS OTHERW SE CONCRETE PIPE B 0 BY OTHER EW EACH WAY. RECT RECTANGULAR uv3 UPPER VEHICULAR ORIVEEO BRKT BRACKET GYPSUM LATH MANHOLE EXIST EXISTING GPT GYPSUM TILE MOD MODULAR, MODULE =F RDEEIDNDEMDRECDE(ING) EXPD EXPOSED G W B GYPSUM WALL BOARD MOV MOVABLE CL CENTER UNE RES RESILIENT VB VINYL BASE CAB CABINETJOINT GP PL GYPSUM PLASTER DECKINGREV ONB ,REVISED COMPOSITION TILE BASINEXT EXTERIOR GALV GALVANIZED MRD METAL ROOFCB CATCH CEM CEMENT EWC ELECTRIC WATER COOLER GDDRDN GRANITE MTD MOUNTEDREFR CT (�ETO(VE)(OR) VEST VESTIBULE GALVANIZED STEEL SHEET MTHR METAL THRESHOLD CER CERAMICGST GLAZED RUCTURALTTE FURRING IGHTH)ND IN FIELD CG CORNER GUARD GT GROUT MTL METAL RL VIN VINYL CHAN CHAMFER RO ROUGH OPENING MWK MILLWORK C HT CEILING HEIGHT C.I CAST IRON WC RAINWATER CONDUCTOR MIR MIRROR C I P CAST -IN -PLACE REF REFERENCE WIDTH, WIDE CIR CIRCLE HARDBOARD R B .1BIEIBER BASE WEST, WIDTH, WIDE WC WATER HCPD RACT SOUTH uuc (ING) HANDICAPPED WD WOOD REQUIRED CLOSETING) CLO CLOSET HDW HARDWARE NLR NO LONGER WDW WINDOW CLR AR (ANCE) HES HIGH EA RLY0STRENGTH CEMENTVVG WIRED GLASS WATER HEATER CMU CONCRETE MASONRY UNIT HJT WM WIRE MESH COL COLUMN HK NR NOISE REDUCTION SEC SECTION WO WITHOUT HE. JOINT COEFFICIENT DISPENSER METAL NRC NOISE REDUCTION SS COMP COMPONENT HM WP WATERPROOFING CONC CONCRETE HORIZ HORIZONTAL N T 5 NOT TO S.LE SH SHELF, SHELVING WPT WORKING POINT CONE CONFERENCE H P HIGH POINT 5 H SOAP HOLDER W R WASTE RECEPTACLE CONST CONSTRUCTION HPS HIGH PRESSURE SODIUM SHO SHOWER VVR WATER REPELLENT CONT CONTINUOUS, CONTINUE HT HEIGHT OA OVERALL SHT SHEET WSCT WAINSCOT CPT CARPET HVACSLV SLEEVE CR uMRPLATE3) CONDITIONING OUTSIDE DIAMETER sH sPRINKLeR HEADTAL STUD NONE WELDED WIR WO WITHOUT EFABRIC CSMT CASEMENT HWH HOT WATER HEATER ODHDD OVERHEAD H OVERHEAD MACHINE SCREW CT CERAMIC TILE OHWS CU FT CUBIC ET (FOOT) OJ HR HOUR GIST SCREW CU IN CUBIC INCH OP OPAOUE CBRD CHALKBOARD OPH OPPOSITE HAND CONN CONNECTION OPP OPPOSITE CORR CORRIDOR OPS OPPOSITE SURFACE CTR CENTER CTSK COUNTER SUNK MATERIAL LEGEND O= o bT�= MOAr�,cROUT thht0tV ^^ M TAL STu3 STUCCO METAL (SMALL SCALE) cuT STONE cERAMIC TILE METALLARGE SCALE ////A ALUMINUM .Y METAL LATH a PLASTER C CCCCCCC'PL"'"DLAR"''' IIIIIIIIIIIOMETAL INISH WOOD IIIIIIIIIIIIIIIIIIIIIIIIIIII ACOUSTICAL TILE OR BOARD Ira o°�IooNDRETE 1777774 SOUND INSULATED PARTITION JILIILIIIJIL111= ROCK 10VPSUM WALL BOARD WOOD RESILIESTUDNT FLOORING Rip)U 1,1 CERAMIC TILE DIMENSIONING CRITERIA DIMENSIONS FOR LOCATING PARTITIONS AND OPENINGS ARE GENERALLY ESTABLISHED BY CRITERIA, ONLY EXCEPTIONS TO THESE CRITERIA WILL BE DIMENSIONED, SYMMETRICAL TYPICAL DIMENSIONING CRITERIA An OUTLINED BELOW, SPEAKER 1 COLUMN IDENTIFICATION, DETAILS WILL GOVERN ALL NAPKIN DIePENGER GRIDS ARE REPRESENTED THUS DIMENSIONS SANITARY NAPKIN RECEPTACLE FEW DIMENSIONS WILL BE SHOWN N THE SMALL SCALECOLUMN SANITARY CD- R. PARTITIONS CENTERED ON COLUMN OR GRID LINES WILL NOT BE DIMEN- SIONED ON THE SMALL SCALE PLANS BUT WILL BE DRAWN ACCORDINGLY: 3. PARTITIONS WITH THE FINISH FACE FLUSH WITH THE FINISH FACE OF THE COLUMN WILL NOT BE DIMENSIONED ON THE SMALL SCALE PIANS BUT WILL BE DRAWN ACCORDINGLY, 4. PARTITIONS CENTERED ON WINDOW MULLIONS WILL NOT n DIMENSIONED ON SMALL SCALE PLANS BUT WILL BE DRAWN ACCORING PARTITION - COLUMN CENTER LINE 5. PARTITIONS WITH FINISH FACE LYING ON THE COLUMN OR GRID LINES WILL NOT BE DIMENSIONED ON THE SMALL SCALE PLANS UT WILL BE DRAWN ACCORDINGLY: COLUMN CENTER LINE FOR OPENINGS IN PARTITIO S OR WALLS A) WHEN ONE OCCURS AT A COLUMN OF GRID LINE NO DIMENSIONS WIDTH B)LL WHEN NEITHER JAMB OCCURS AT A COLUMN OR GRID LINE, ONE JAMB BY THE DETAIL CG.)W A PARTITION AT A RIGHT ANGLE. FOLLOWING DIAGRAM APPLIES D)E ALL INTERIOR UNIT DOORS TO PROVIDE 32 CLEAR OPENING AS PER F H E) ALLDDOORS m ACT aF IC A, ACCESS TO COMPLY WITH THE AMERICAN pR)VLED (TYP.))IaN AT COLUMN CMU PARTITION 8" TYPICAL -NOT 4" TYPICAL -NOT CMU PARTITION ADJ. TO COLUMNI. DIMENSIONS ON PLANS ARE SHOWN TO THE FACE OF MASONRY UNITS, FACE OF CONCRETE AND TO THE FACE OF METAL STUDS. "n PUSH METAL STUD PPARTITION ADA in DOOR CRITERIA AND GENERAL NOTES 1. ALL DOORS ARE LISTED IN THE DOOR SCHEDULE 2. THE FOLLOWING EXPLANATION APPLIES TO THE DOOR SCHEDULE, A DOOR NUMBER lara. SHALL REEEIWENEE THE 3. NO TRANSITION IN ELEVATION SHALL EXCEED T/, AT DOORWAYS GRAPHICAL SYMBOLS BUILDING SECTION ^ - SHEET NUMBER LLETTER DEL LETTERS ON LETTER . L- SHEET NUMBER LETTER -.3—DETAIL NUMBER 3.— SHEET NUMBER REFERENCE RENBFOROVERLEB ECTBEGUENCE P�NSFORSEGUENCBOFWGRK TOP OFGDNC BLABELEVATION ATCH LINE 11W FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET E SEMI -RECESSED FIRE EXTINGUISHER CASINET FH FIRE HOSE CABINET WALL TYPE yu/ COLUMN FINISH TINE /OOA WINDOW NPE REVISION V ETEATIONLETTERNUMBER As ET SHEET NUMBER LOFT B FLOOR NUMBER ROOM NUMBER EA REVISED FLOOR NUMBER ROOM NUMBER DBLEWIS-ARCHITECT OOMTHRESHMS INTL. DEANS LEWIS, AIA DEERFIELD LOFTS PROJECT .1707 2295 NW CORPORATE BLVD STRUCTUR, ENGINEER SOIL ENGINEER. REVISIONS DATE ISSUE DATE SEPT 2,1, 2017 Drawing ABBREVIATIONS &LEGENDS Scale Phase AS INDICATED ON PLAN SCHEMATIC DESIGN sheet Number A0.02 EXISTING SITE: NE 67TH ST. O4NON-CONTRIBUTING EXISTING BUILDING TO BE DEMOLISHED. Ts 2 EXISTING SITE: NE 67TH ST. Ts. 5 EXISTING SITE: NE 67TH ST. Ts. 3 EXISTING SITE: NE 67TH ST. ,s 6 LOCATION MAP Ts. DBLEWIS-ARCHITECT aolewleon ma'I.corn aolewlearonnem.00m THRESHOLDS INTL. DEERFIELD LOFTS ONNER STRUCTUR, ENGINEER SOIL,NGINttk. REVISIONS DATE ISSUE DATE SEPT 24, 2017 Drawing Scale CONTEXT SITE PHOTOS Phase AS INDICATED ON PLAN SCHEMATIC DESIGN Sheet Number A0.03 GENERAL NOTES 1 THE CONTRACTORS AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, CONDITIONS AND DINENSI ONS AT THE JOB SITE AND AS SHOWN ON THE DRAWINGS. THEY SHALL REPORT IN WRITING ANY ERRORS, INCONSISTENCIES, OR OMSSI ONS ON THE DRAWINGS TO THE ARCHITECT,ENGI NEER (AS) BEFORE COMMENCING WORK. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND ARE RESPONSIBLE FOR ALL LINES, ELEVATIONS, AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 2 CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR SAME. 3 THE CONTRACTOR IS RESPONSIBLE THAT ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF ALL APPLICABLE LOCAL CODES, ORDINANCES, AND PERMIT PROCEDURES. 4 THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 33 OF THE FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL LAWS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL WORK AND MATERIALS FROMWEATHER DAMAGE. 6 THE CONTRACTOR AGREES THAT HE WILL HOLD OWNER, ARCHITECT, ENGINEER AND/OR ANY OF THEIR EMPLOYEES OR AGENTS HARMLESS FROM ANY ALL DAMAGE AND CLAIMS WHICH MAY ARISE BY REASON OF ANY NEGLIGENCE ON THE PART OF THE CONTRACTOR, ANY OF HIS SUBCONTRACTORS, MATERIALS AND EQUIPMENT SUPPLIES AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN PERFORMANCE OF THIS CONTRACT; AND, IN CASE ANY ACTION IS BROUGHT THEREFORE AGAINST OWNER, ARCHITECT, ENGINEERS AND/OR ANY OF THEIR EMPLOYEES OR AGENTS THEY RESERVE THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COST THEREOF TO THE CONTRACTOR. 7 DC NOT SCALE DRAWING'. USE OI NENSION INDICATED ON DRAWINGS. OINENSI DNS OF LARGER SCALE DRAWING AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND VERIFY SAME IN FIELD. 8. IN THE EVENT THERE ARE FOUND DISCREPANCIES ON SITE OR AMBIGUITIES IN OR OMSSION FROM, THE CONTRACT DOCUMENTS INCLUDING ALL PLANS AND SPECIFICATIONS PROVIDED, OR SHOULD BE ANY DOUBT AS TO THEIR MEANING AND INTENT, THE ARCHITECT SHALL BE NOTIFIED IN WRITING BY THE GENERAL CONTRACTOR IN ORDER TO PROVIDE CLARIFICATION. PRIOR TO THE COMNENCEMENT OF WORK. 9. SOIL UNDER NEW SLABS TO BE TERMTE TREATED AS PER FBC 1816.1.7. 10. THE ARCHITECTANGINEER SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL, OR CHARGE OF THE CONSTRUCTION MEANS, METHODS, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 11. ALL WOOD WITHIN WALL SHALL BE FIRE -TREATED. WOOD CASING, JAMBS AND TRIM SHALL BE STAIN GRADE OR CLEAR UNLESS SPECIFIED OTHERWISE. 12. WHERE APPLICABLE, INSULATE MASONRY WALLS. EXTERIOR STUDS WALLS, AND ATTIC SPACE IN ACCORDANCE WITH THE ENERGY CODE CALCULATIONS. 13. ALL WINDOW AND DOOR SIZES ARE NOMNAL, VERIFY MANUFACTURER'S ACTUAL AND ROUGH OPENING OI NENSIONS. G.C. TO EXPOSE ALL DOOR & WINDOW SURROUNDS (INTERIOR FACE) TO CONCRETE BLOCK PRIOR TO FINAL SIZING. 14. ALL PERIMETER THRESHOLDS SHALL BE 12" MAX. W/ THE EXCEPTION OF SECONDARY SLIDING GLASS DOORS EXITING ONTO BALCONIES WITH IMPERVIOUS PIN. 15. FIXED GLASS AND/OR OPERABLE WINDOW WITHIN 24" OF THE FINISH FLOOR SHALL BE SAFETY GLASS. 16. ALL REQUIRED TESTS AND INSPECTIONS SHALL BE PERFORMED BY OWNER. 17 ALL DRYWALL, PLASTER AND STUCCO SHALL RECEIVE TWO COATS OF PREMUM QUALITY PAINT. WOOD SHALL BE PAINTED OR STAINED. COLOR TO BE SELECTED BY OWNER/ARCHITECT. 18. THE CONTRACTOR SHALL OBTAIN FROM ALL SUB CONTRACTORS THE SIZE AND LOCATION OPENINGS TO BE PROVIDED BY THEIR RESPECTIVE TRADE. THE CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION, LOCATION, SIZE AND DETAIL. 19. THE CONTRACTOR SHALL AS PER MANUF. SPECS. NOA PROVIDE ALL SUPPLENENTAL MATERIAL REQUIRED TO PROPERLY INSTALL, SUPPORT AND BRACE ALL ITEMS AND COMPONENTS WITHIN THE WORK. 20. THE GENERAL CONTRACTOR GUARANTEES AND WARRANTS THAT ALL WORK PERFORNEO SHALL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ANY DEFECTS OR DAMAGE DISCOVERED DURING SAID PERIOD SHALL BE REPAIRED OR REPLACED AS DIRECTED IN WRITING BY THE ARCHITECT/OWNER, AT NO ADDITIONAL COSTS. 21. ALL INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH CHAPTER VIII OF THE FLORIDA BUILDING CODE. TABLE 803.3 AS WELL AS STATED IN N4. 22. CONPLETION'. CONTRACTOR TO NOTIFY OWNER AND/OR ARCHITECT IN WRITING AT LEAST ONE WEEK PRIOR TO FINAL INSPECTION. FINAL DISBURSEMENT TO CONTRACTOR SHALL NOT BE MADE UNTIL OWNERS PUNCH LIST HAS BEEN SATISFIED. CONTRACTOR TO PROVIDE OWNER WITH WRITTEN GUARANTEE ON ALL EQUIPMENT. CONTRACTOR AT CONPLETION OF WORK SHALL REMOVE FROM THE PREMSES ALL RUBBISH, SPACE IMPLEMENTS, EQUI PMENT,AND SURPLUS MATERIALS, AND LEAVE THE PROJECT"BROOM CLEAN" 23. CONTRACTOR SHALL SUBMT SHOP DRAWINGS AND ALL REQUIRED NOTICES OF APPROVAL FOR ALL CUSTOM FABRICATED WORK. CONTRACTOR SHALL REVIEW/APPROVE ALL SUBMTTALS/SHOP DRAWING PRIOR TO SUBMITTING FOR ARCHITECTS REVIEW. 24. G.C. TO COORD. WITH OWNER ACCESS TO SITE AND SECURITY ISSUES. 25. FOR ALL PRE -FABRICATED EQUIPMENT CONTRACTOR MUST VERIFY EXACT OINENSIONS &MOUNTING/INSTALLATION PRIOR TO INSTALLING. PROVIDE ALL MATERIALS& LABOR NECESSARY FOR THE INSTALLATION. AS PER MANUF. SPECS. ALL CONTRACT DOCUMENTS. SHOP DRAWING NOTES SHOP DRAWINGS AND SPECIFICATION SUBMTTALS TO INCLUDE BUT NOT LIMTEO TO THE FOLLOWING'. SUBMT 4 SETS MINIMUM SIGNED & SEALED BY LIC. ENG, W/ ALL SPECS (FOR ARCHITECT APPROVAL PRIOR TO FABRICATION) ALLOW SUFFICIENT TIME FOR PROCESSING (TWO WEEKS). SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY CONTRACTOR AND ARCHITECT. SHOP DRAWINGS SUBMTTALS REJECTED SHALL BE RESUBMTTEO SHOWING CORRECTIONS PRIOR TO FABRICATION. SUBMT SAMPLES AND COLOR CHART FOR FINISHES, SUBMT ROOFING BOND "10 YEARS" (MATERIALS AND INSTALLATION), ELEVATOR GUARANTEES IF APPLICABLE, CONCRETE TEST AND DESIGN MX MORTAR MIX AND DESIGN. MATERIALS + INSTALLATION+ FIXTURES DOORS - FRAMES, DOOR TYPES, SPECIFICATIONS, INSTALLATIONS AND HARDWARE SCHEDULE WINDOWS AND GLAZING. DETAILS AND SAMPLES METAL WORK SUCH AS RAILINGS GATES, AND STAIRS DRYWALL - MATERIALS AND INSTALLATION MECHANICAL A/C, HEATING AND VENTILATION - MATERIALS AND FIXTURES SPRINKLERS, METAL GUTTERS, DRAIN SPOUTS AUDIO VISUAL COMPONENTS, ALARMS, KITCHEN EQUIPMENT, CABINETS -AS SHOWN ON INTERIOR DESIGN DRAWINGS FINISHES - AS SHOWN ON DRAWINGS, SAMPLES TO BE PROVIDED ON SITE FOR AOR APPROVAL. ALL SUBCONTRACTORS SHALL GUARANTEE THEIR WORK (MATERIAL AND LABOR) FOR A MINIMJM PERIOD OF ONE YEAR UNLESS OTHERWISE NOTED OR REQUIRED. PROPERTY INFORMATION OWNER: INTERSTATE DEVELOPMENT LLP C/0 MIKE PAUL 2235 NW CORPORATE BLVD 210, BOCA RATON, FL33431 PROPERTY ADDRESS: 571 NE 67 ST, MIAM, FL. 33138 PALM GROVE HISTORIC DISTRICT. FOLIO: 01-3218-023-0660 LEGAL DESCRIPCION: LOT2Z, BLOCK 4 MCRNINGSIDE AMENDED PLAT ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE A5 OF THE PUBLIC RECORDS OF ALACHUA COUNTY, FLORIDA. PRIMARY ZONE: 6107 RESIDENTIAL -MEDIUM RETAIL (T5-L) PRIMARY LAND USE 0803 MJLTIFAMILY2-9 UNITS'. MJLTI FAMI LY 30R MORE UNITS. EXIST. BUILDING: 4 / 4 / 0 (BEDS / BATH / HALF), 1 FLOOR, 4 LIVING UNITS. ADJUSTED AREA'. 2,262 S0. FT. LOT SIZE: YEAR BUILT: ZONING: 7,200 SO. FT. 17 T5-L FEFAA: BASE FLOOD ELEVATION - FLOOD ZONE ZONE"X" AVG. CROWN OF ROAD FINISHED FLOOR ELEVATION - APPLICABLE CODES LATEST 2014 EDITION OF THE FLORIDA BUILDING CODE, INCLUDING LATEST AOOENDUMS, LIFE SAFETY CODE, FLORIDA FIRE PREVENTION CODE, 2012 FLORIDA ACCESSIBILITY CODE, FAIR HOUSING ACT AND MAXI 21 ZONING CODE. DETAILED SCOPE OF WORK 1.100% DEMOLITION OF EXISTING ONE STORY APARTMENT BUILDING.. 2 - NEW CONSTRUCTION OF (6) LIVEWORK UNITS MJLTI FAMILY RESIDENCE. 3-AS PER ATTACHED DESIGN INTENT PLANS. °AERIAL VIEW ZONING LEGEND BUILDING DISPOSITION (BASED ON T5- L) LOT OCCUPATION REQUIRED EXISTING PROPOSED LOT AREA 5,C00 SF-40,000 SF 7,200 SF EXISTING TO REMAIN LOT WIDTH 50 FT MIN 7230"60.00 FT EXISTING TO REMAIN LOT LENGTH N/A 120.00 FT EXISTING TO REMAIN LOT COVERAGE 80% MAX. (5,760 SF) 30% (2,162 FT) 79% S,702 SF) FLOOR LOT RATIO (FLR) N/A FLOOR AREAS REQUIRED EXISTING PROPOSED GROUND FLOOR N/A 2,160 SF 610 SF SECOND FLOOR N/A - 3,267 SF THIRD FLOOR N/A 2,260 5F FOURTH FLOOR N/A 3,267 SF FIFTH FLOOR N/A - 2,T0 SF ROOF TERRACE N/A - 131 SF TOTAL BLDG. FLOOR AREA N/A 2,160 SF 11,35 SF "FLOOR AREA'. The floor area within the Inside perimeter of the outside walls of the Building Including hallways, stairs. closets, thickness of walls, columns and other features, and parking and loading area, and excluding only Interior Atria and parking and loading areas, and excluding only Interior Atria and open air spaces such as exterior corridors, Porches, balconies and roof areas. Also means Building or Development Capacity. As per Article 1, Definitions of Miami 21. FRONTAGE AT FRONT SETBACK 70% MN. (42 FT) 70% (42 FT) 90% (54' FT) OPEN SPACE REQUIREMENTS 720 SF MIN.(10%) - SF(.%) 1,408 BF(19.6%) (min. required 10% of Lot Area) "OPEN SPACE'. Any parcel or area of land or water essentially unimproved by permanent Buildings and open to the sky; such space shall be reserved for public or private Use. Open Spaces may include Parks, Greens, Squares, Courtyards, Garden, Playgrounds, paseos (when designed predominantly for pedestrians), and pedestrian paths or associated landscaped areas. Asper Article 1. Definitions of Miami 21. GREEN SPACE 720 SF MN.(10%)-SF(.%) 795 SF(11%) (min. required 10% of Lot Area) "GREEN SPACE'. An Open Space outdoors, at grade, unroofed, landscaped and free of Impervious surfaces. As per Article 1. Definitions ofMiami 21. BUILDING PLACEMENT SETBACK REQUIRED EXISTING PROPOSED PRINCIPAL FRONTAGE 10'MIN. 19.84' 10'-0"(GROUNG FLOOR) 7'-0" (ABOVE) SECONDARY FRONTAGE 10'MIN. N/A N/A EAST SIDE 0' MIN. 18.63' WEST SIDE 0' MIN. 16.24' REAR 0' MIN. 13.62' BUILDING HEIGHT (stories) PRINCIPAL BUILDING MIN. HEIGHT 2 STORIES 5 STORIES MAX. HEIGHT 5 STORIES HABITABLE SPACE GROUND FLOOR'. 270 SF SECONND FLOOR'. 2,59 SF THIRD FLOOR'. 1,534 SF FOURTH FLOOR'. 2,599 SF FIFTH FLOOR'. 1 634 SF TOTAL 8,736 SF PARKING: RESIDENTIAL PARKING SPACE REO'D'.1.5 PARKING SPACES PER DWELLING UNIT -->15x6= 9 PARKING SPACESREO'D MIN. OF 1 ADDITIONAL VISITOR PARKING SPACE FOR EVERY 10 DWELLING UNITS --> 9+ 1 = 10 PARKING SPACES REO'D TOTAL PARKING SPACES PROVIDED =14 PARKING SPACES (INCUDING 1 ADA PARKING SPACE) BICYCLE RACK. 1 BICYCLE RACK SPACE / 23 PARKING SPACES REC'0 =1 (BICYCLE RACK SPACE PROVIDED) T3-L T5-L L____J OZONING MAP - T5-L Te. 1 NE 67th St NE 6'1th 51 3 LOCATION PLAN ,a DBLEWIS-ARCHITECT dblewlseron@grnacorn bblewlsaronnect corn THRESHOLDS INTL. DE.13 LEWIS, AA DEERFIELD LOFTS ONNER STRUCTUR, ENGINEER SOIL ENGINEER. REVISIONS DATE ISSUE DATE SEPT 24, 2017 oremna Scale ZONING &DATA Phase AS INDICATED ON PLAN SCHEMATIC DESIGN sheet Number A0.04 CONC. SLA TO BE DEMOLISHED 6' WOOD FENC TO BE REMOVED STEPS TO BE DEMOLISHED, 4' WING WALL TO BE DEMOLISHED 5' METAL FENC TO BE REMOVED 60.00' STEPS TO B DEMOLISHED, TYP EXIST. ONE STORY Ir APARTMENTBLDG. J TTTOOOBBE100%DEMOLISHED BLDG. AREA = 2,160 SFi ASPHALT PARKING SPACE TO BE DEMOLISHED NE 67TH ST CONC. WALK TO BE DEMOLISHED, TVP. TILES TO BE REMOVED, TVP. 'WING WALL TO BE DEMOLISHED 6' WOOD FENCE TO BE DEMOLISHED CONC. SLAB TO BE DEMOLISHED ALUM. ROOF TO BE REMOVED 0 5' CONC. SWLK. 7' ASPHALT PKWY. 2' VALLEY GUTTER °GROUND FLOOR DEMOLITION LEGEND �,, BUILDING TO BE DEMOLISHED V.ZZA PAVING TO BE DEMOLISHED DEMOLITION NOTES 1. THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMT AND ANY OTHER REQUIRED APPROVAL PRIOR THE EXECUTION OF ANY DEMOLITION, AND FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE DEMOLITION, SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DISPOSAL OR STORAGE OF ALL ITEMS WITHIN THE PROJECT AREA. A SCHEDULE SHALL BE SUBMTTED TO OWNER ALONG WHIT THE DEMOLITION BID. 2 THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH THE LANDLORD, OWNER, LEASING AGENT AND/OR TENANT AND SHALL MEET THE RULES AND REGULATIONS SET FORTH BY MUNICIPALITY, LANDLORD, OWNER AND/OR LEASING AGENT. 3 THE CONTRACTOR SHALL SUPPLY THE LANDLORD & CLIENT WITH ALL DOCUMENTATION REQUESTED. 4 THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION DUMPSTER AND/OR CHUTE LOCATION WITH LANDLORD PRIOR TO PLACEMENT. THE CONTRACTOR SHALL PROTECT THE ARCADE, BUILDING EXTERIOR, ROADWAY AND LANDSCAPE FROM DAMAGE DURING DEMOLITION. 5 THE PROJECT AREA SHALL BE MAINTAINED IN SAFE AND CLEAN CONDITION AT ALL TIMES. 6 IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION, CONTRACTOR SHALL COMPLY WITH APPLICABLE REGULATIONS, LAWS AND ORDINANCES RELATIVE TO REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION AND NOTIFY THE OWNER IMMEDIATELY. 7 ALL ITEMS OF SALVAGEABLE VALUE AS DETERMINED BY THE CLIENT, LANDLORD, LEASING AGENT AND/OR TENANT SHALL BE CAREFULLY REMOVED, SURFACE CLEANED, LABELED, STORED AND TURNED OVER THE OWNER AND/OR LANDLORD. 8 ANY PLUMBING ENCOUNTERED IN AREA AFFECTED BY DEMOLITION SHALL BE CAPPED TO BUILDING STANDARD. 9. CONTRACTOR SHALL COORDINATE DEMOLITION WITH CLIENT SPECIFICATIONS AND TENANTS DRAWINGS. CONTRACTOR SHALL CONTACT ENGINEER AND CLIENT PRIOR DEMOLISHING ITEMS NOT SPECIFIED ON PLANS. 10. THE TERM (TYP ) APPLIES TO SIMILAR SITUATIONS WITHIN THE DRAWING. 11. BUILDING WILL NOT BE OCCUPIED DURING DEMO PHASE. 12. ALL ELECTRICAL CONDUITS AND BOXES TO BE REMOVED. 13. THE ELECTRICAL SYSTEM OF BUILDING TO BE CUT-OFF. PROVIDE TEMPORARY POWER FOR CONSTRUCTION. 14. REMOVE EXISTING CABLEANIRI NG AND RACEWAYS THROUGHOUT. 15. DAP -OFF WATER LINE AND SANITARY LINES SOURCE. 16. CONTRACTOR REQUIRED TO CONTACT ALL UTILITY COMPANIES AND UNDERGROUND LOCATING SERVICE COMPANY (811-SUNSHINE OR EQUAL) TO LOCATE ANY/ALL UNDERGROUND UTILITIES. 17. PROTECT ALL EXISTING TREES, ADJACENT WATERWAYS AND PROPERTY LINES WITH CODE COMPLIANT BARRIERS. NORTH DBLEWIS-ARCHITECT doiewisercnegma�i.00rn doiewisercnnect.corn THRESHHOLDS INTL. DEAN LEWIS, AIA DEERFIELD LOFTS OWNER STRUCTURAL ENGINEER SOIL ENGINEER. ISSUE DATE SEPT 23, 201 Drawing Scale EXIST. / DEMO SITE PLAN Phase AS INDICATED ON PLAN SCHEMATIC DESIGN sheet Number SCALE (IN FEET) 2 4 8 16 8 A1.01 (ThAERIAL VIEW SCALE . NT.s. DBLEWIS-ARCHITECT anega�dI I amI.corn amewisaaonac.com THRESHHOLDS INTL. DEERFIELD LOFTS INTERSTATE DLEVELOPMENT LP STRUCTUR',AL ENGINEER, ISSUE DATE SEPT 23, 201 Scale AERIAL VIEW AS INDICATED ON PLAN SCHEMATIC DESIGN IM1.01 OSE PERSPECTIVE VIEW SCALE N S DBLEWIS-ARCHITECT 0301 BISCAYNE BLVD STE .01 MIAMI, FL 33138 T305 4 7252 NI 708 350 0632 dblemilsarcheginall corn dblemilsarchltect corn THRESHOLDS INTL. DEAN LEWIS, AIA PRO017.357. ID0004530 DEERFIELD LOFTS PROJECT #17,17 571 NE 07 ST, MIAMI, FL 33138 IgiroTIIS,TEAIDLEVELOPMENT LLP 2205 NW CORPORATE BLVD 210, BOCA RATON, FL 33431 STRUCTURAL ENGINEER SOL ,NGIN,. LANDSCAN, MCHI I ,C I ISSUE DATE SEPT 23 2017 DWN GR APPRV DDL Drawing SE PERSPECTIVE VIEW AS INDICATED ON PLAN SCHEMATIC DESIGN Sheet Number I M1 .02 0 SW AERIAL VIEW SCALE N T S DBLEWIS-ARCHITECT 1318,11.AAV,AN,EFBLL3ValIDTE44,01 dbleLlsarch@gmall corn d'Iole7u7srh1Vcom THRESHOLDS INTL. DEERFIELD LOFTS PROJECT St1 707 571 NEU ST, MIAMI, FL. INTERSTATE DEVELOPMENT LLP 2C2'97NK,:01',DARPULORATE BLVD 210, BSTRALPCAZRZETGINEER LANDSCAN, MCHI I ,C I DWN GR AP ISSUE DATE SEp17,231,21,01 SW AERIAL VIEW AS INDICATED ON PLAN SCHEMATIC DESIGN IM1.03 oNINc T5=cal DN 9) • T5-LZONING (PALM GROVE H.D.) T5-L ZONING (PALM GROVE H.D.) T3-L ZON ING (PALM GROVE H.D.);" ff'�f,•T7LEwis® 1 NW AERIAL VIEW SCALP N DBLEWIS-ARCHITECT dOI I ao�ma�I.00m aolawlsaannaccom THRESHHOLDS INTL. DEAN LEWIS, AIA DEERFIELD LOFTS OWNER STRUCTUR, ENGINEER CUL ENGINEER SOIL ENGINEER. ISSUE DATE SEPT 23, 201 Drawing Scale NW AERIAL VIEW Phase AS INDICATED ON PLAN SCHEMATIC DESIGN Sheet Number IM1.04 GREEN SPACE PERVIOUS PAVERS GREEN SPACE ELEC. RM. 26 SF PERVIOUS PAVERS 10.00' FRONT STBK GREEN SPACE 2''80.00' PARKING O BIK RACK DRIVE LANE ASH ENCL. SF DRIVEWAY °GROUND FLOOR LOBBY 270 SF EAST STBK FS #1 102 SF 5' CONC. SWLK. 7' ASPHALT PKWY. 2' VALLEY GUTTER HATCH LEGEND RESIDENTIAL COMMERCIAL FLOOR COMMON AREA VERTICAL CIRCULATION SERVICE GREEN SPACE NORTH SCALE (IN FEET) 2 4 8 16 8 DBLEWIS-ARCHITECT a aewisercaegma�i.00rn aaewiseroanect.corn THRESHOLDS INTL. DEERFIELD LOFTS PROJECT #1707 STRUCTUR',AL ENGINEER, Scale ISSUE DATE SEPT 23, 201 SITE / GROUND FLOOR PLAN AS INDICATED ON PLAN SCHEMATIC DESIGN A2.01 WEST STBK k II - UNITA MEZ. 595 SF m QF 1� — IIIIIIIIIIIIII UIF45J 1,1 1 m♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I _ I ems- � 1 PI I MME � ' 111 BEM =j I F ' _I R id : i'lgilram i I • ii Ili II r,MjiMli Iiiii NW mm VrIP' " —1 - - — r-_likb.� PLAIJTER!` o „ al °THIRD FLOOR —coRRIDOR 244 SF EAST STBK A� 1.--FS #1 102 SF UNIT C MEZ. 553 SF UNIT B MEZ. 611 SF LOBBY 270 SF WA ER FEATRERE I BALCONY 115 SF °SECOND FLOOR HATCH LEGEND RESIDENTIAL COMMERCIAL FLOOR COMMON AREA VERTICAL CIRCULATION SERVICE GREEN SPACE NORTH SCALE (IN FEET) 18 8 2 4 8 DBLEWIS-ARCHITECT T305aanegma� dOIII.00m aaewi:oaanoc.00m THRESHHOLDS INTL. DEERFIELD LOFTS PROJECT #1707 STRUCTUR, ENGINEER, ISSUE DATE SEPT 23, 201 Scale 2ND &3RD FLOOR PLANS AS INDICATED ON PLAN SCHEMATIC DESIGN A2.02 II WEST STBK k UNIT D MEZ. 595 SF nmm�nnn Nummwmme _Is IL III • 1 II EM 421 MME MI iii _ T Ill_ • I ■ ® ABM• 35 g- EI `" NS• • III (� --il 745747:1 •• FLAIJ 17.41 TER , V I - -likb. .4 °FIFTH FLOOR 9 11 0'-0 EAST STB FS* 02 SF p UNIT F MEZ. 553 SF UNIT E MEZ. 611 SF LOBBY 270 SF p p 0 0 I _ ;III I III i 5-0" STSTBK k I L UNIT D 970 2ND +595 MEZ = 1,565 SF HATCH LEGEND RESIDENTIAL COMMERCIAL FLOOR COMMON AREA VERTICAL CIRCULATION SERVICE GREEN SPACE BALCONY- 155 SF BALCONY 155 SF �.� WHEW51 - [ - •�• mz rire 1 WAN III dr• • am FIRM II,'' II'..■_■ 35 FS i2 102 SF (CORRIDOR 1294 SF p EAST STBK UNIT G 870 2ND +553 MEZ = 1,423 SF UNIT F 945 2ND +611 MEZ = 1,556 SF LOBBY 185 SF 4 1 a �/ I I tl' Ll UNY 115 SF 3,0" FS #1 102 SF ____________ °FOURTH FLOOR NORTH SCALE (IN FEET) 18 8 2 4 8 DBLEWIS-ARCHITECT T305aan0ma� dOIII.00m aaewi:oaanoc.00m THRESHHOLDS INTL. DEERFIELD LOFTS PROJECT #1707 STRUCTUR, ENGINEER, ISSUE DATE SEPT 23, 201 Scale 4TH &5TH FLOOR PLANS AS INDICATED ON PLAN 1211333 SCHEMATIC DESIGN A2.03 WEST STBK 6 PLANTER r5 FT. HT. MIL. LOUVERED PRIVACY SCREEN F]• TOTAL ROOF 3,518 SF L -s-C) 17 CONDEN ER UNITS ON MTL RACKS I '49 FS #2 102 SF I UNCOVERED R , 730 SF • I I I • I EAST STB I $ FS #1 102 SF ------------ OROOF TERRACE HATCH LEGEND RESIDENTIAL COMMERCIAL FLOOR COMMON AREA VERTICAL CIRCULATION SERVCE GREEN SPACE DOF TERRACE ROOF TERRACE 1,456 SF NORTH DBLEWIS-ARCHITECT 0301 BISCAYNE BLVD STE .01 MIAMI, FL 3313B T305 4 7252 M 798 359 0632 dblewlsarchegmall corn dblewlsarchltect corn THRESHOLDS INTL. DEAN LEWIS, AIA PRO017357 IDO004530 DEERFIELD LOFTS PROJECT #17,17 571 NE 07 ST, MIAMI, FL 3313B IgToTIIS,TEAIDLEVELOPMENT LLP 2295 NN, CORPORATE BLVD 210, BOCA RATON, FL 33431 STRUCTURAL ENGINEER SOL ,NGIN,H, LANDSCAN, MCHI I ,C I ISSUE DATE SEPT 23, 2017 DWN GR APPRV DDL ROOF TERRACE AS INDICATED ON PLAN SCHEMATIC DESIGN Sheet Number SCALE (IN FEET) 2 4 8 16 8 A2.04 CLEAR LOW-E IMPACT RESISTANT GLAZING SILVER ANOD. ALUM. RAILING WI A UM. CONT. HANDRAIL. (OR APPROVED SIMLAR) BENJAMN MOORE 2131-60 SILVER GRAY FOR ALUM. MIL. RAILING COLOR (OR APPROVED SIMLAR) SILVER METALLIC ALUM. MTL LOUVERED SCREEN FOR ROOF A/C EQUIPMENT. (OR APPROVED SIMLAR) PGT ANOD. ALUM. + CLEAR LOWE IMPACT RESISTANT GLAZING STOREFRONT SYSTEM. (OR APPROVED SIMLAR) BENJAMN MOORE 2134-40 WHALE GRAY FOR SEMI -SMOOTH CEMENTITIOUS STUCCO OR 6"X6" GLAZED CERAMIC TILE COLOR (OR APPROVED SIMLAR) EL. +70'-0 NC To. co EL P+69'-2" B 0 TRELLIS BEAM EL. +48'-0" EL EL TO 0ON0 PARAPET 0 B 0 TRELLIS BEAM 0 TO E. ROOF 0 EL.+3 00" EL.+2 00" EL. +1T -0" 9 WEST ELEVATION 4 SOUTH ELEVATION ENCROACHMENT NOTE AT THE FIRST LAYER, ...; ABOVE THE FIRST STORY, CANTILEVERED BALCONIES, BAY WINDOWS, ROOFS AND FACADE COMPONENTS PROMOTING ENERGY EFFICIENCY SUCH AS SHADING AND SCREENING DEVICES THAT ARE NON-ACCESIBLE, MAY ENCROACH A MAXIMUM OF THREE (3) FEET INTO THE SETBACK. BENJAMN MOORE 2162-10 AUTUMN BRONZE FOR STOREFRONT, LOUVERS SYSTEMS & ROUND STEEL COLUMNS COLOR (OR APPROVED SIMLAR) ALUM. MTL. HORIZONTAL LOUVERS SYSTEM TYP. (OR APPROVED SIMLAR) PGT ANOD. ALUM. + CLEAR LOW-E IMPACT RESISTANT GLAZING FIXED WINDOW. (OR APPROVED SIMLAR) BENJAMN MOORE PM2 WHITE FOR SEM-SMOOTH CENENTITIOUS STUCCO COLOR (OR APPROVED SIMLAR) DBLEWIS-ARCHITECT dolewlsercn�ma�i.corn doiewisercnnent.corn THRESHHOLDS INTL. DEAN in LEWIS, PIA DEERFIELD LOFTS OWNER STRUCTURAL ENGINEER SOIL,NGIN,. ISSUE DATE SEPT 23, 2017 Drawing Scale PROPOSED ELEVATIONS &MATERIALS PALETTE Phase AS INDICATED ON PLAN SCHEMATIC DESIGN Sheet Number SCALE SCALE (IN FEET) 0 2 41 8 16 8 A3.01 BENJAMN MOORE PM2 WHITE FOR SEM-SMOOTH CENENTITIOUS STUCCO COLOR (OR APPROVED SIMLAR) 16E01 BENJAMN MOORE 2131-60 SILVER GRAY FOR ALUM. MIL. RAILING COLOR (OR APPROVED SIMLAR) BENJAMN MOORE 2041-50 SEA MIST GREEN FOR SEMI -SMOOTH CEMENTITIOUS STUCCO MIMO COLOR (OR APPROVED SIMLAR) EL. +70'-0 EL. +69',2" B 0 TRELLIS BEAM EL. +60'-0" EL. +48'-0" EL.+36'0 EL. +12'-0 EL. +0'-0 °EAST ELEVATION BENJAMN MOORE HC-152 WHIPPLE BLUE FOR GLAZED CERAMIC TILE_MIND COLOR (OR APPROVED SIMLAR) ALUM. MTL. HORIZONTAL LOUVERS SYSTEM TYP. (OR APPROVED SIMLAR) BENJAMN MOORE 2162-10 AUTUMN BRONZE FOR STOREFRONT, LOUVERS SYSTEMS &ROUND STEEL COLUMNS COLOR (OR APPROVED SIMLAR) T 0. CO EL PARAPET El 0 TRELLIS B. EL. +48'-0 EL. +36'-0" EL. +12'-0" T05 EL. +0'-0" 111 ',1 II �a I II II b II II 11 111 1 '. P NORTH ELEVATION ENCROACHMENT NOTE AT THE FIRST LAYER, ...; ABOVE THE FIRST STORY, CANTILEVERED BALCONIES, BAY WINDOWS, ROOFS AND FACADE COMPONENTS PROMOTING ENERGY EFFICIENCY SUCH AS SHADING AND SCREENING DEVICES THAT ARE NON-ACCESIBLE, MAY ENCROACH A MAXIMUM OF THREE (3) FEET INTO THE SETBACK. PGT ANOD. ALUM. + CLEAR LOW-E IMPACT RESISTANT GLASS FIXED WINDOW. (OR APPROVED SIMLAR) MODERN ALUM MTL. PERGOLA WI BENJAMN MOORE 2162.10 AUTUMN BRONZE COLOR. (OR APPROVED SIMLAR) BENJAMN MOORE 2134-40 WHALE GRAY PORCELAIN TILE (ROOF DECK FOR SEM-SMOOTH CEMENTITIOUS STUCCO FLOORING) 6"X24"'ATLANTIC CITY' OR 6"X6" GLAZED CERAMIC TILE COLOR BOARDWALK COLLECION BY (OR APPROVED SIMLAR) MEDITERRANEA. (OR APPROVED EQUAL) CLEAR LOW-E IMPACT RESISTANT GLAZING SILVER ANOD. ALUM. RAILING WI A UM. CONT. HANDRAIL. ( R APPROVED SIMLAR) 0 PGT ANOD. ALUM. + CLEAR LOW-E INFACT RESISTANT GLASS FRENCH DOOR. (OR APPROVED SIMLAR) EL DBLEWIS—ARCHITECT ddlewlsercdegma�I.corn doiewisercnnect.corn THRESHHOLDS INTL. DEERFIELD LOFTS OWNER STRUCTURAL ENGINEER SOIL+NSIN++R. ISSUE DATE SEPT 23, 2017 Drawing Scale PROPOSED ELEVATIONS &MATERIALS PALETTE Phase AS INDICATED ON PLAN SCHEMATIC DESIGN sheet Number SCALE SCALE (IN FEET) 0 2 41 8 16 8 A3.02 SITE WORK 1 SOUTH ELEVATION WITH CONTEXT ZONING CHITECT,L RIGHTS RESER,D DBLEWIS-ARCHITECT dOI I aafl III.corn amewisaaonac.com THRESHHOLDS INTL. DEAN LEWIS, AIA DEERFIELD LOFTS ONNER STRUCTURAL ENGINEER SOIL,NGIN,. ISSUE DATE SEPT 23, 201 Drawing Scale SOUTH ELEVATION &CONTEXT ZONING Phase AS INDICATED ON PLAN SCHEMATIC DESIGN Sheet Number SCALE SCALE (IN FEET) 0 2 41 8 16 8 A3.03 EL. +70'-0" B 0 TRELLIS BEAM EL. +36'-0" EL. +24'-0" To FL AEGRGVG ADE0 T 0 CONC. ARAPET B.O. TRELLIS BEAM T0. ELRo0 FL6R. OPEN TERRACE 1,498 SF UNIT E 945 2ND+611 MEZ=1,556 SF UNIT B 945 2ND+611 MEZ=1,556 SF 1 PARKING c0OPEN RRI0OR, TYP. 1 TRANSVERSAL SECTION Dal 2 LONGITUDINAL SECTION (CANTILEVER) NC EQUIPMENT W/ LOUVERED SCREEN UNIT D !970 2ND+595 MEZ=1,565 SF UNITA 970 2ND+595 MEZ=1,565 SF O -MELT iwiwini 1.1 nwiwiwiw1wiwiwiwmiwiwi UNIT E 945 2ND+611 MEZ=1,556 SF UNIT B 945 2ND+611 MEZ=1,556 SF PLANTER, TYP 1�� UN T F 870 2ND+578 MEZ=1,448 SF UNIT C 870 2ND+578 MEZ=1,448 SF HATCH LEGEND RESIDENTIAL COMMERCIAL FLOOR COMMON AREA VERTICAL CIRCULATION SERVICE GREEN SPACE 1 LJI I I+ �/ / TENaASoRH s RE I I I PARKING I I SCALE SCALE (IN FEET) FEET) 0 2 41 8 16 DBLEWIS-ARCHITECT T305aanegma� +---- Loom aaewl:eaanec.00m THRESHHOLDS INTL. DEERFIELD LOFTS PROJECT #1707 INTERSTATE oEVLOPMENT LP STRUCTUR',AL ENGINEER, ISSUE DATE SEPT 23, 201 Scale PROPOSED SECTIONS DIAGRAMS AS INDICATED ON PLAN SCHEMATIC DESIGN A4.01 / \ l ( DL/1 PERVIOUS) l4 PAVERS ry )�4I l�A 4, J^ GREEN SPACES 1 7BS SF ) e1A ovIV IN RM/1 PERVI OU PAVERS \RF/4 RM/2 10.00' FRONT STBK (LO/ NE 67TH ST 1 SITE LANDSCAPE PLAN lir ra unM M:a .. RIC GREEN SPACE 5' CONC. SWLK. 7' ASPHALT PKWY. 2 VALLEY GUTTER OUERCUS VIRGINIA LIVE OAK Lo DYPETES IATERIFOLIA MILK BARK RAVENALA MADAGASCARI ENSIS TRAVELERS PALM IEX CASSI NE DAHOON HOLLY VEITCHIA MONTGOMERYANA MONTGONERY PALM VM PE NNIS ETUM ALOPECURI00E5 RED FOUNTAIN GRASS HATCH LEGEND PALMETTO GRASS BANBUSA CHANGII BLUE BAN300 STENOTAPHRUMSECUNDATUM PALMETTO GRASS TREES & PALMS NEWT EXISTING BM QTY BOTANICAL NAME CONWN NAME INSTALLED HT.I SPEC CALLIPER INSTALLED(DBH) HEIGHT AT MATURITY CANOPY DIMETER AT MATURITY NATIVE NEW LO 2 OUERCUSVIRGINIANA LIVE OAK - - 60'-80' 60'-120' YES NEW VM 3 VEITCHIA MONTGONERYANA MONTGONERY PALM 16'-0" 0'-5" 25'-35' 15'-20' NO NEW OL 1 DRYPETESLATERIFOLI MILK BARK 12' MIN. 0'-2"MIN. 20'-30' 15' YES NEW IC-M 1 ILEX CASSI NE(MALE) DAHOON HOLLY 12' MIN. 0'-2"MIN. 25'-35' 15'-20' YES NEW IC 2 ILEX CASSI NE DAHOON HOLLY 12' MIN. 0'-2"MIN. 25'-35' 15'-20' YES ACCENTS NEW RM 13 RAVENALA MADAGASCARI ENSIS TRAVELERS PALM 6' OA - 25' 3' X20' NO SHRUBS • GROUNDCOVERS • VINES NEW 1 RF 1 6 1 PENNISETUMALOPECURIODES 1 RED FOUNTAIN GRASS 1 1-6" -1 3'-4' 1 4'-5' 1 BAMBOO NEW 1 BA 1 - 1 BANBUSA CHANGII 1 BLUE BAMBOO 15-6"1 0'-2' 1 - 1 I NO LAWN NEW 1 PG 1 7M SF 1 STENOTAPHRUMSECUNOATUM 1 PALMETTO GRASS 1 1- 1-1 YES NORTH EL SCALE (IN FEET) 2 4 8 16 8 DBLEWIS-ARCHITECT �aw�aaaaegma' aoll.com aolawlaaaanac.aom MAKwork DEERFIELD LOFTS PROJECT #1707 STRUCTUR'AL ENGINEER, MAKuvork 1251 SW 20TH STREET ISSUE DATE SEPT 23, 201 Scale SITE LANDSCAPE PLAN AS INDICATED ON PLAN SCHEMATIC DESIGN L1.01 02ND FLOOR LANDSCAPE PLAN s�LE,o_,a P 3RD FLOOR LANDSCAPE PLAN -�--0 I BA/3I 3 5TH FLOOR LANDSCAPE PLAN PE NNIS ETUM ALOPECURI ODES RED FOUNTAIN GRASS OUERCUS VIRGINIA LIVE OAK VEITCHIA MONTGOMERYANA MONTGONERY PALM LANDSCAPE LEGEND NEW TREE NEW PALM NEW BAMBOO NEW GRASS HATCH LEGEND PALMETTO GRASS BANBUSA CHANGII BLUE BAN300 STENOTAPHRUMSECUNDATUM PALMETTO GRASS TREES & PALMS NEWT EXISTING SYM GTE BOTANICALNAHE CONWNNME INSTALLED HT.I SPEC CALLIPER INSTALLED(DBH) HEIGHT AT MATURITY CANOPY DIAMETER AT MATURITY NAIVE NEW LO - OUERCUS VIRGINIANA LIVE OAK - - 60'-B0' 60' - 120' YES NEW VM 4 VEITCHIA MONTGONERYANA MONTGONERY PALM 15'0" 0'-5" 25'- 35' 15' -20' NO NEW BA 6 BANBUSA CHANGII BLUE BAMBOO 5'6" 0'-2" - - NO NEW RF - PENNISETUMALOPECURIODES RED FOUNTAIN GRASS SHRUBS & GROUNDCOVERS NEW PG - STENOTAPHRUMSECUNOATUM PALMETTO GRASS YES NORTH DBLEWIS-ARCHITECT dOI I:aanWmaaI.00m aolewl:oannoc.00m MAKwork DEERFIELD LOFTS PROJECT .1707 OWNER 2295 NW CORPORATE BLVD210, STRUCTURAL ENGINEER SOIL,NGIN,. MAKwork 1251 SW 20TH STREET ISSUE DATE SEPT 23, 2017 Drawing Scale 2ND, 3RD. &STH FLOORS LANDSCAPE PLAN Phase AS INDICATED ON PLAN SCHEMATIC DESIGN sheet Number SCALE (IN FEET) 2 4 8 16 8 L1.02 UNCOVERED ROOF TERRACE PLANTER 5 FT. HT. NIL. LOUVERED PRIVACY SCREEN IROOFI r rm..-&- ROOF &"EM ulu�uuui9 !mn I ME CONOEN ER UNITS ON MTL. RACKS. O1 ROOF TERRACE LANDSCAPE PLAN s�LE,o„a PE NNIS ETUM ALOPECURI ODES RED FOUNTAIN GRASS OUERCUS VIRGINIA LIVE OAK VEITCHIA MONTGOMERYANA MONTGONERY PALM LANDSCAPE LEGEND NEW TREE NEW PALM NEW BAMBOO NEW GRASS HATCH LEGEND PALMETTO GRASS BANBUSA CHANGII BLUE BAN300 STENOTAPHRUMSECUNDATUM PALMETTO GRASS TREES & PALMS NEWT EXISTING SYM DTY BOTANICAL NANE CONWNNANE INSTALLED HT.I SPEC CALLIPER INSTALLED(DBH) HEIGHT AT MATURITY CANOPY DIAMETER AT MATURITY NAIVE NEW LO - OUERCUS VIRGINIANA LIVE OAK - - 60'- 80' 60' - 120' YES NEW VM - VEITCHIA MONTGONERYANA MONTGONERY PALM 15'0" 0'-5" 25'- 35' 15' -20' NO NEW BA 28 BANBUSA CHANGII BLUE BAMBOO 5'6" 0'-2" - - NO NEW RF 16 PENNISETUMALOPECURIODES RED FOUNTAIN GRASS SHRUBS & GROUNDCOVERS NEW PG - STENOTAPHRUMSECUNOATUM PALMETTO GRASS YES NORTH DBLEWIS-ARCHITECT dOI IaafWmaaI.00m aaewl:oaanoc.00m MAKwork DEERFIELD LOFTS PROJECT #1707 OWNER STRUCTURAL ENGINEER CINAL SOIL ENGINEER. MAKwork 1251 SW 20TH STREET ISSUE DATE SEPT 23, 2017 Drawing Scale ROOF TERRACE LANDSCAPE PLAN Phase AS INDICATED ON PLAN SCHEMATIC DESIGN Sheet Number SCALE (IN FEET) 2 4 8 16 8 L1.03