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HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD HEPB APPLICATION CITY OF MIAMI PLANNING AND ZONING DEP/\U I MI IU PRESERVATION OFFICE 444 SW 2nd AVENUE, 3rd FLOOR MIAMI, FLORIDA 33130 571 NE 67 ST, Miami, FL 33138 Palm Grove Historic District PROPERTY ADDRESS HISTORIC DISTRICT/LANDMARK NAME INTERSTATE DEVELOPMENT LLP c/o Michael Paul OWNER'S NAME 2295 NW CORPORATE BLVD STE 210, BOCA RATON, FL 33431 OWNER'S ADDRESS, CITY, STATE, ZIP CODE (561) 716-8976 mpaul@idlpboca.com OWNER'S DAYTIME PHONE NUMBER OWNER'S E-MAIL Dean B Lewis, Principal Architect, DB Lewis Architect -Thresholds Intl. APPLICANT/AUTHORIZED REPRESENTATIVE (NAME & TITLE) 6301 Biscayne Blvd, Ste. 201, Miami, FL 33138 APPLICANT'S ADDRESS, CITY, STATE, ZIP CODE 305.456.7252 studio@dblewisarchitect.com APPLICANT'S DAYTIME PHONE NUMBER APPLICANTS E-MAIL FOR STAFF USE ONLY DATE RECEIVED APPLICATION # HEPB MEETING DATE RESOLUTION # STAFF INITIALS l— APPROVED f W. CONDITIONS r` DENIED IJ CONTINUED TO: HEPB APPLICATION: J- SPECIAL COA E SPECIAL CERTIFICATE TO DIG r SPECIAL CERTIFICATE OF APPROVAL E WAIVER APPLICATION TYPE (Choose as many as applicable) E NEW CONSTRUCTION ❑ ADDITION L1 DEMOLITION ❑ ALTERATION ❑ LANDSCAPING/PAVING ❑ CONCEPTUAL ❑ PARKING WAIVER ❑ SETBACK WAIVER ❑ WAIVER (OTHER) ❑ AFTER -THE -FACT WORK ❑ OTHER APPLICATIONS ARE DUE AT NOON THE LAST FRIDAY OF EVERY MONTH FOR PLACEMENT ON THE NEXT AVAILABLE AGENDA INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. THE HEPB GENERALLY MEETS THE FIRST TUESDAY OF EVERY MONTH AT 3:00PM. WHEN THERE IS A CONFLICTING HOLIDAY HEPB MEETS ON AN ALTERNATE DATE. THERE IS NO MEETING IN AUGUST. MEETINGS TAKE PLACE AT: MIAMI CITY HALL, 3500 PAN AMERICAN DRIVE COCONUT GROVE, FLORID4A The property owner should be present at the HEPB hearing. It is preferred that the owner personally present the project to the HEPB at the meeting. If the owner should choose to have a paid representative present the project on their behalf, that representative must be a registered lobbyist with the City of Miami. For more information on becoming a registered lobbyist, please call the City Clerk's Office at 305-250-5360 or visit their website: www.ci.miami.fl.us/City Clerk/pages/lobbyist/lobbyistasp. (Lobbyist will be asked to provide proof of registration.) OWNER ATTESTATION: I HAVE RAND UNDERS ' ND THE ABOVE 1 OR ON AND I CERTIFY TO THE BEST OF MY ABILITY THAT ALL INFORMATION PROVIDED I HI APPLICATION AND ATTAC s EN CORRECT SLR 40 Oh , Jae)) 7 DATE r�DATE' 7 �-'r SIGNATURE OF PROP Y OW E' SIGNATURE OF AP (CANT (IF OTHER THAN PROPERTY OWNER) NOTE: A COMPLETE CHECKLIST AND INSTRUCTIONS FOR REQUIRED ATTACHMENTS ARE ON REVERSE SIDE. INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED THE PLANS AND INFORMATION REQUESTED ARE TO GIVE EACH BOARD MEMBER AN ACCURATE UNDERSTANDING OF THE PROPOSED PROJECT. STAFF MAY HAVE ADDITIONAL REQUIREMENTS DEPENDING ON PROJECT SCOPE. PRE -APPLICATION MEETING: Prior to submitting an application for a hearing by the HEPB, the prospective applicant must meet with staff for a pre -application meeting with the Preservation Office to obtain information and guidance as to matters related to the proposed application. El SCHEDULE AND ATTEND PRE APPLICATION MEETING • CHECK FOR ANY OUTSTANDING VIOLATIONS OR LIENS ON THE PROPERTY STAFF INITITALS: A VIOLATION SEARCH WILL BE CONDUCTED ON ALL ADDRESSES THAT ARE SUBMITTED TO THE HEPB. IF VIOLATIONS ARE FOUND, THE APPLICATION WILL NOT BE ACCEPTED OR SCHEDULED FOR A HEPB MEETING UNTIL ALL VIOLATIONS ARE CURED AND THE APPLICANT WILL NOT BE REFUNDED ANY APPLICATION FEES. FOR QUESTIONS AND TO SCHEDULE A PRE -APPLICATION MEETING PLEASE CONTACT THE PRESERVATION OFFICE: Wendy Sczechowicz at 305.416.2034 or wsczechowicz@miamigov.com Contact Wendy for projects located in Bayside, Beverly Terrace, Downtown, Morningside, and Riverview Historic Districts. Vickie Toranzo at 305.416.1137 or vtoranzo@miamigov.com Contact Vickie for projects located in Buena Vista East, Lummus Park, MiMo, Palm Grove, South River Drive, and Spring Garden Historic Districts. REQUIRED SUBMITTAL FOR HEPB: ❑ COMPLETED AND SIGNED HEPB APPLICATION FORM Include (1) Original, and (13) copies affixed to each set of plans LETTER OF INTENT DESCRIBING THE SCOPE OF WORK IN NARRATIVE FORM INDICATING COMPLIANCE WITH THE CRITERIA • OF CHAPTER 23 OF THE CODE OF ORDINANCE Include (1) Original, and (13) copies affixed to each set of plans ONE (1)ORIGINAL PACKET WITH (1) 11" x 17" SIGNED AND SEALED SET OF PLANS AND SUPPORTING DOCUMENTS (AS ❑ APPLICABLE)* & THE APPLICABLE SECRETARY OF THE INTERIOR'S STANDARDS ❑ THIRTEEN (13) PACKETS OF SUPPORTING DOCUMENTS ON NO LARGER THAN 11"x 17" PAPER IN COLOR ❑ DIGITAL FILES OF ALL SUBMITTED MATERIALS TO BE PROVIDED FOR APPLICATION ON A COMPACT DISC OR FLASH DRIVE Including signed HEPB application form, Letter of Intent, signed and sealed set of drawings, and supporting documents • POWER OF ATTORNEY (If Applicable): If the owner cannot be present at the HEPB Meeting and a representative who is not a registered lobbyist and is not receiving compensation, an original power of attorney is required as part of this application. ❑ PROOF OF LOBBYIST REGISTRATION: If the owner cannot be present at the HEPB Meeting and has a representative who is receiving compensation for their services is required to submit proof of lobbyist registration as part of this application. SEE THE FOLLOWING PAGE FOR ADDITIONAL INFORMATION AND PROJECT SPECIFIC CHECKLISTS REQUIRED FEES PAYABLE BY INVOICE: ❑ COA APPLICATION FEE: $150 (*AII after -the -fact fees will be double (2x) the original fee.) ❑ NOTICING FEES FOR APPLICANT AND OWNER ($4.50 per notice) ❑ NOTICING FEES FOR NET OFFICE MAILING LIST ($4.50 per notice) The Hearing Boards Division will generate an invoice for the applicant to pay all applicable fees once the division deems the application is complete. Check or cash payments are accepted only by the City of Miami's Cashier's Office are to be made payable to the City of Miami. Payment of invoices may also be made online at the following web address: https://portal.miamigov.comflandmanagement/BuildingPermit/WebPayment/Search?searchType=FinLD APPLICATION SUBMITTAL FOR HEPB: ❑ SCHEDULE APPOINTMENT WITH HEARING BOARDS TO SUBMIT APPLICATION MATERIALS COMPLETED APPLICATIONS AND MATERIALS TO BE SUBMITTED IN PERSON AT 444 SW 2ND AVENUE, 3rd Floor TO SCHEDULE AN APPOINTMENT FOR HEPB PACKET SUBMITTAL, PLEASE CONTACT: Olga Zamora at 305.416.2037 or ozamora@miamigov.com All continued applications must resubmit materials in hard copy and digital form to Hearing Boards no later than the second Friday of the month, If the applicant would like to appeal a decision of the HEPB, they may submit an appeal to Hearing Boards within (15) days in order to bring the item before the City Commission. REQUIRED MATERIALS FOR ALL APPLICATIONS: ❑ PHOTOS OF ALL FACADES OF THE PROPERTY AND APPLICABLE DETAILS (PRINTED NO SMALLER THAN 4" x 6") ❑ PROPERTY SURVEY, PREPARED BY A REGISTERED LAND SURVEYOR FROM WITHIN THE PAST YEAR Please note that the Building Department will require a survey from within the past six months for permitting EXTERIOR RESTORATION/ALTERATION APPLICATIONS: ❑ CONTEXT MAP AND PHOTOS SITE PLAN ❑ ARCHITECTURAL PLANS AND ELEVATIONS SHOWING EXISTING AND PROPOSED WORK *Plans should be scaled with a min. 10 pt font ❑ INCLUDE MATERIALS PAGE THAT SHOWS PHOTOS OF ALL PROPOSED MATERIALS (WINDOWS, DOORS, ROOFING, ETC.) ❑ PAINT CHIP(S) OF DESIRED COLOR(S) FOR EXTERIOR PAINTING ❑ RENDERINGS (Renderings are suggested for applications for large new additions) ❑ LANDSCAPE PLAN PURSUANT TO ARTICLE 9 OF MIAMI21 ❑ OTHER ❑ ZONING REFERAL LETTER NEW CONSTRUCTION: ❑ ZONING REFERAL LETTER ❑ CONTEXT MAP AND PHOTOS P1 SITE PLAN ❑ ARCHITECTURAL PLANS AND ELEVATIONS (INCLUDE ZONING DATA) *Plans should be scaled with a min. 10 pt font ❑ MATERIALS SPECIFICATION PAGE AND DETAILS, AS REQUIRED PAINT CHIP(S) OF DESIRED COLOR(S) FOR EXTERIOR PAINTING ❑ LANDSCAPE PLAN PURSUANT TO ARTICLE 9 OF MIAMI21 ❑ RENDERINGS (REQUIRED) ❑ PHOTOS OF EXISTING BUILDING (*If application is for demolition of existing building, provide photos from multiple angles of the existing structure and documentation (written and/or photographic) regarding the current condition of the building) ❑ OTHER *NOTE REGARDING PLANS REQUIRED: PROJECTS INVOLVING NEW CONSTRUCTION, ADDITIONS, OR ALTERATIONS MUST PROVIDE AN ARCHITECTURAL SET OF PLANS INCLUDING A SITE PLAN, ALL ELEVATIONS, ALL FLOOR PLANS, RENDERINGS, AND A LANDSCAPE PLAN DATE: 09 / 29 / 2017 LETTER OF INTENT - HEPB SUBMITTAL RE: COA Application 571 NE 67th Street, Miami, FL 33138, Folio: 01-3218-023-0660 TO: CITY OF MIAMI. Planning Historic Department Dear Preservation Officer, It is our intention, with the Historic Et Environmental Preservation Board's support, to develop a new construction Multi -Family building (6 units total), after demolition of existing non- contributing property located at 571 NE 67th Street, within Palm Grove Historic District. Please, find attached to this letter the required copies of our design intent plans for staff and the Board's review. We thank -you in advance for receiving our application and including us on the upcoming HEPB hearing agenda. Do not hesitate to contact me directly at 305-456-7252 with any query pending our hearing. Sincere Regards, Dean B. Lewis AIA Architect of Record + Owner's Agent CC: INTERSTATE DEVELOPMENT LLP, c/o Mr. Michael Paul 6301 Biscayne Blvd., suite 201 / Miami, FL 33138 / T 305.456.7252 / www.dblewisarchitectcom DBLEWISArchitect-Thresholds Intl.inc AA0003652 AR0017357 ID0004536 Committed to Excellence DRAWING INDEX AO.01 SURVEY FOR REFERENCE ONLY AO.02 ABBREVIATIONS &LEGENDS AO.03 CONTEXT SITE PHOTOS AO.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 1N% DEMOLITION OF 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 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 4P\ JOHN IBARRA & ASSOCIATES. INC. ProT�ess;o�aoLand Surveyors & Mappers it\ LOT-11 BLOCK FOLIO NADDRESS:8423-6510 5SO NE Sans PR PROPERTY OWNER: JAVA HOLDINGS ILC T NO CAP LOT-11 BLOCK-6 FOLIO No.: 01.3218423.0760 PROPERTY AMPS. MO NE MG ST OWNER, MORNINGSME MIMO APARTMENTS LLC LOT-10 BLOCK-4 RNINGSIOE AND (P.9.15, PG.15) FOLIO No.: 01-3218423-0500 PROPERTY ADDRESS: MO NEM ST OWNER DOMINIC TERRY 5W CONSTANCE 6 wr- 60.00' va u 4 s FAR,. FRACE5 5 CO.60.00' NE 67th STREET 30' TOTAL RICHT OF -WAY LOT-10 BLOCK-6 MORNINGS. AMD ( P.S.15, PG.15 ) FOLIO No.: 01-3218.083-6001 MAP OF BOUNDARY SURVEY GRAPHIC SCALE -20 0 10 20 40 80 m LOT-9 BLOCK-4 FIP NO CAP 0. ENCR. (A) I 0Gf4 u. R (IN FEET) 1INCH =20FEET ENCROACHMENT NOTES: awwoFENCE'S PROPERTY CAI V 19 ENCROACHING INTO 'INF LOT-9 BLOCK FOLIO No.: 01-3218-6234696 OWNER 51550 ON LLC © �....©CDm•�A.ro.. pa>�r .ar...,.0 NE sae s, hEoer1 Si rlh.e. M.�•,..o•-. wr0 e LOCATION SKETCH SCALE .NT,S ABBREVIATIONS LEGEND LEGAL DESCRIPTION: T ACCORDING uOFTNTO TN. TRECORDS OFALACHUA cowry, FLORIDA 'HEREOF, AS RECORDED IN PLAT BOOK IS, PAGE PROPERTY ADDRESS: MAW, FLORIDA. 3.71VB CERT/F/CAT/ON: ixERS PNENT LIMITED PARTNERS!,, AN OHIO LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY...WERE MAY I. EASEMEWTS RECORDED IN IHEPUBUC RECORD, NOT SNOWN ON TH/S • ME PURPOSE OF MA S SURVEY IS FOR USE OBTAINING I7TLE INSURANCE AND OF ME AB,S7RACT F TIRE WILL NAVE TOW MADE TO DETERARNE RECORDED INSTRUMENTS ANY, AFFECTING PROPER,. RESERVATIONS OR EASSWENTS REC.., • BOUNDARY SURVEY NEIN S A ORAIWNG AND/ OR A GRAPHIC REPRESENTARON SURVEY WORK PERFORMED (IV SNE GIRO, COOLOS ORAWNATA SNOWN SCALE AND/OR NOT 71, SCA.: INE WALLS OR FENCE, NAY RE EXAGGERATE 0 FOR CL4 • INE TERM elT,LIALMIENTWEANS IISIBLE AND ABOVE GROOM, ENCROACHMENTS, 'APPROVAL FOR AUlaXILITION TO THE PROPER AUMORM, IN NEW CONS TRUCTION Mani FONVOATIONS • INIS PLAN Oi SURVEY, HAS 8,, WC -PARED FOP TilE EXCLUSIVE US E TYE FLOOD ZONE INFORMATION: rnrHERENOescRreEWum ro6ESTATED nv. R,DOTS'NOT LIE SA SPECIAL FL00,0 HAZARD /KEA SURVEITNY NOT. 1. I F SHOWN BEAIWYGS ARE REFERRED TO AN ASSUMED MERIDIAN BY ARE INENREFERRE,0 TO COUNTY, TOWNSHIP MAP, SURVEYORS CERT7F/CA DRAWN BY: 02/14/2017 TB FIELD DATE: 02/14/2017 SURVEY NO: 18-001349-1 SHEET: 1 OF 1 L.B.# 7806 SEAL EXISTING SURVEY FOR REFERENCE ONLY DBLEWIS-ARCHITECT SSIewlsaron@5mal.corn SSIawlsaronnam.00rn THRESHOLDS INTL. .41300,3571.004536 DEERFIELD LOFTS PROJECT #170) ONNER STRUCTUR, ENGINEER SOIL,NSIN,,R 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. 4 EXISTING SITE: NE 67TH ST. 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. DE.13 LEWIS, AA DEERFIELD LOFTS PROJECT #1707 ONNER STRUCTUR, ENGINEER SOIL,NGINttk. REVISIONS DATE ISSUE DATE SEPT 24, 2017 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 TSO ZONING IMO) AERIAL VIEW SCALE . NT.s. DBLEWIS-ARCHITECT dOI I aafl III.corn amewisaaonac.com TNTHRESHOLDS INTL. DEAN LEWIS, AIA DEERFIELD LOFTS OWNER STRUCTURAL ENGINEER CIML SOIL,NGIN,. ISSUE DATE SEPT 23, 201 Drawing Scale AERIAL VIEW Phase AS INDICATED ON PLAN SCHEMATIC DESIGN Sheet Number IM1.01 T5-L ZONING (PALM GROVE H.D.) T3-L ZONING (PALM GROVE H D ) T5-L ZONING (MIMO) OSE PERSPECTIVE VIEW SCALE N S DBLEWIS-ARCHITECT 0301 BISCAYNE BLVD STE .01 1,/11A101, FL 33138 THIS ,158 7252 788 35B OM dbleuvlsarchegmall corn dbleuvlsarchltect corn THRESHOLDS INTL. DEERFIELD LOFTS PROJECT E1707 571 NE 07 ST, MIMI, FL 33138 IgT,,E,111S,TEAguDLEVELOPMENT LLP STRUCTUR',AL ENGINEER, LANLJSCAN, MCI —II I ,C I ISSUE DATE SEPT 23 201 DWN GR APPRV DDL SE PERSPECTIVE VIEW AS INDICATED ON PLAN ase SCHEMATIC DESIGN Sheet Number IM1.02 9 SW AERIAL VIEW DBLEWIS-ARCHITECT dOI Isaafl II.00m amewisaaonac.com THRESHHOLDS INTL. DEERFIELD LOFTS INTERSTATE DLEVELOPMENT LP STRUCTUR'AL ENGINEER, CI, ENGINEER SOIL,NGIN,. LANDSCAPE .CHITECT ISSUE DATE SEPT 23, 201 Scale SW AERIAL VIEW AS INDICATED ON PLAN 1211333 SCHEMATIC DESIGN IM1.03 (7,--Nw ERIAL VIEW LE NTS DBLEWIS-ARCHITECT 0301 131S,ACIAAVNE BLVD. STE T30,..72,2 MI, FL 3MB blewlsarch©gmall.com dbfle:I'sa'rrhlfeTtcom THRESHOLDS INTL. DE0,41,78 LEWIS, PIA PR 01 357 00004530 DEERFIELD LOFTS 570NJEECT 707 07 ST, MIMI, FL 33138 ,1c1,10,E:131NIS,TEAIDLEVELOPMENT LLP TON, FL 33,I31 STRUCTURAL ENGINEER SOL ,NGIN,. LANDSCAN, MCHI I ,C I IDwSSUNE DATE SEPT 23 GR Appl, 2017 V DDL Drawing NW AERIAL VIEW 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 LOW-E 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 T0. CO EL PARAPET El 0 TRELLIS BEA EL. +48'-0 EL. +36'-0" EL. +12'-0" T05 EL. +0'-0" II■11 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 0301 MIAMI aoaw=T30a+fenma�oom aolewl=a«hltantcom THRESHHOLDS INTL. DEAN in LEWIS, PIA DEERFIELD LOFTS OWNER STRUCTURAL ENGINEER CINAL 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 A3.01 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) 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) EL. +70'-0 EL. +69'-2" B 0 TRELLIS BEAM TO 9ON0 PARAPET 0 El 0 TRELLIS 13.10 EL. +6%0" EL. +36'-0" EL. +24/-0" F 9 EAST ELEVATION I 2 NORTH ELEVATION \ •I 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) PGT ANOD. ALUM. + CLEAR LOW-E INFACT RESISTANT GLASS FRENCH DOOR. (OR APPROVED SIMLAR) SCALE SCALE (IN FEET) 0 2 41 8 16 DBLEWIS—ARCHITECT amewisercaegma�I.corn aaewiseroanect.corn THRESHHOLDS INTL. DEERFIELD LOFTS STRUCTUR',AL ENGINEER, ISSUE DATE SEPT 23, 201 Scale PROPOSED ELEVATIONS &MATERIALS PALETTE AS INDICATED ON PLAN SCHEMATIC DESIGN 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" El 0 TRELLIS BEAM EL. +36'-0" EL. +24'-0" r o AEGRVG GO FHB E.� COVERED 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 aaewi: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 PERVIOU PAVERS GREEN SPACE 9 SF PERVIOU PAVERS 10.00' FRONT STBK 1 SITE LANDSCAPE PLAN GREEN SPACE 7' ASPHALT PKWY. 2 VALLEY GUTTER PE NNIS ETUM ALOPECURI ODES RED FOUNTAIN GRASS QUERCUS VIRGINIA LIVE OAK VEITCHIA MONTGOMERYANA MONTGONERY PALM LANDSCAPE LEGEND NEW OAK TO REMAIN NEW MONTGOMERY PALM �Y NEW BLUE BAMBOO ikRED FOUNTAIN 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 2 QUERCUS VIRGINIANA LIVE OAK - - 60' -80' 60' - 120' YES NEW VM 3 VEITCHIA MONTGONERYANA MONTGONERY PALM 15'0" 0'-5" 25'-35' 15' -20' NO NEW BA - BANBUSA CHANGII BLUE BAMBOO 5' 6" 0'-2" - - NO NEW RF 6 PENNISETUMALOPECURIODES RED FOUNTAIN GRASS SHRUBS & GROUNDCOVERS NEW PG 79SF STENOTAPHRUMSECUNDATUM PALMETTO GRASS YES NORTH EL SCALE (IN FEET) 2 4 8 16 8 DBLEWIS-ARCHITECT aoiowi:aanWma�I.corn aaewi:oaanoc.00m THRESHHOLDS INTL. DEERFIELD LOFTS iNTEasTEATE DEVELOPMENT LLP STRUCTUR',AL ENGINEER, CINAL ISSUE DATE SEPT 23, 201 Scale SITE LANDSCAPE PLAN AS INDICATED ON PLAN SCHEMATIC DESIGN L1.01 02ND FLOOR LANDSCAPE PLAN 03RD FLOOR LANDSCAPE PLAN -0 BAI3I C35TH FLOOR LANDSCAPE PLAN PENNISETUMALOPECURIODES RED FOUNTAIN GRASS OUERCUS VIRGINIA LIVE OAK VEITCHIA MONTGOMERYANA MONTGONERY PALM LANDSCAPE LEGEND NEW OAK TO RENAIN NEW MONTGOMERY PALM Ilt*,,k NEW BLUE BAMBOO ikRED FOUNTAIN GRASS HATCH LEGEND PALMETTO GRASS BAMBUSA CHANGII BLUE BA4300 STENOTAPHRUMSECUNDATUM PALMETTO GRASS TREES & PALMS NEW/ EXISTING WM GTE BOTANICAL NANE COMON NANE INSTALLED HT.I SPEC CALLIPER INSTALLED (DBH) HEIGHT AT MATURITY CANOPY DIAMETER AT MATURITY NAIVE NEW LO OUERCUS VIRGINIANA LIVE OAK 60' -BO' 60' - 120' YES NEW VM 4 VEITCHIA MONTGONERYANA MONTGONERY PALM 25' - 35' 15 - 20' NO NEW BA 6 BAMBUSA CHANGII BLUE BAMBOO NO NEW RF PENNISETUMALOPECURIODES RED FOUNTAIN GRASS SHRUBS & GROUNDCOVERS NEW PG - STENOTAPHRUMSECUNDATUM PALMETTO GRASS YES NORTH DBLEWIS-ARCHITECT 0301 BISCAYNE BLVD STE .01 MIAMI, FL 3313B T305 4 7252 NI 798 359 OS32 dblewlsarcheginall corn dblemilsarchltect corn THRESHOLDS INTL. DEAN LEWIS, AIA PRO017.357. ID0004530 DEERFIELD LOFTS PROJECT #1 M7 571 NE 07 ST, MIAMI, FL 3313B IgiroTIIS,T,AIDLEVELOPMENT LLP 2295 NW CORPORATE BLVD 210, BOCA RATON, FL 33431 STRUCTURAL ENGINEER SOL ,NGIN,. LANDSCAN, MCHI I ,C I ISSUE DATE SEPT 23, 201 DWN GR APPRV DDL Drawing 2ND, 3RD &STH FLOORS LANDSCAPE PLAN 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 ROOF r 11,1== ROOF &"EM ulu�uuui9 !mn I ME CONDEN 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 OAK TO REMAIN NEW MONTGOMERY PALM �Y NEW BLUE BAMBOO ikRED FOUNTAIN 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 - STENOTAPHRUMSECUNDATUM PALMETTO GRASS YES NORTH DBLEWIS-ARCHITECT aolowl:aanWma�I.corn aoiewi:oannoc.00m THRESHHOLDS INTL. OEM, LEWS,AIA DEERFIELD LOFTS OWNER STRUCTURAL ENGINEER CINAL SOIL ENGINEER. ISSUE DATE SEPT 23, 201 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 Edvvcrd A. LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 40/50 year Recertification Report Property Subject of This Report: 571 NE 67 Street Miami, FL 33138 As a routine matter, in order to avoid possible misunderstanding, nothing in this report should guarantee for any portion of the structure. To the best of my knowledge and ability, this re- port represents an accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, to the extent reasonably possible. Report Conclusions, Summary Structural: This building is structurally safe — no deficiencies observed. Electrical: Repairs required as listed within this report Parking Lighting: Lighting is Code Compliant Report Date: July 8`11, 2017 _00111414 trot. 4,0 — STATES 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 1 of 10 Edvvcrd A. LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 STRUCTURAL RECERTIFICATION 1. Description of Structure: a. Name of title 571 Fourplex b. Street address 571 NE 67 Street Miami, FL 33138 c. Legal description MORNINGSIDE AMD PL PB 15-15 LOT 27 BLK 4 a. Owner's name INTERSTATE DEVELOPMENT LLP d. Owner's mailing address 2295 NW CORPORATE BLVD Ste. 210 BOCA RATON, FL 33431 e. Building Official Folio Number: 01-3218-023-0660 f. Building Code Occupancy Classification: R2 g. Present use: R2 — Fourplex apartment building h. General description: The property is a 2,262 sq. ft., single story apartment house constructed of CMU exterior walls, slab -on -grade floor, and an asphalt shingle hip roof. i. Additions to original structure: None observed. 2. Present Condition of Structure: a. General alignment (note good, fair, poor, explain if significant) 1. Bulging: None observed, good condition 2. Settlement None observed, good condition 3. Defections None observed, good condition 4. Expansion None observed, good condition 5. Contraction None observed, good condition b. Portions showing distress (note, beams, columns, structural walls, floors, roofs, other) None observed, good condition c. Surface conditions - describe general conditions of finishes, noting cracking, spalling, 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 2 of 10 Edvvcrd A. LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 peeling, signs of moisture penetration & stains. Exterior stucco, plaster eaves, drip edge, and other surface conditions were observed to be in good repair. Exterior walls and trim recently painted. Interior walls and ceilings were also found to be in a good state of repair. d. Cracks - note location in significant members. None observed. It was observed that when the building was last painted that some hairline cracks, of no structural consequence, were caulked and filled e. General extent of deterioration - cracking or spalling of concrete or masonry; oxidation of metals; rot or borer attack in wood. None observed f. Previous patching or repairs: Minor, maintenance related caulking and patching. g• Nature of present loading - indicate residential, commercial, other estimate magnitude. Residential rental apartments consisting of: (1) 2 bedroom; (2) 1 bedroom; and (1) studio apartment 3. Inspections: a. Date of notice of required inspection: Original date of notice unknown to this inspector b. Date(s) of actual inspection: July 8`'1, 2017 c. Name and qualification of individual submitting inspection report: Edward A. Landers, PE Lic # 38398 d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures: No testing performed, visual inspection only e. Structural repair - note appropriate line: None required 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 3 of 10 .��� Ed',vcrd A. .... LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 4. Masonry Bearing Walls - indicate good. fair. poor on appropriate lines: a. Concrete masonry units: Good b. Clay tile or terra cotta units N/A c. Reinforced concrete tie columns Good — No deflection observed d. Reinforced concrete tie beams Good — No deflection observed e. Lintels Good — No deflection observed f. Other type bond beams Unknown g. Masonry finishes - exterior: 1. Stucco: Good 2. Veneer: N/A 3. Paint only: Good 4. Other (describe): N/A h. Masonry finishes - interior: 1. Vapor barrier: Not observable 2. Furring and plaster: Good 3. Paneling: N/A 4. Paint only: Good 5. Other (describe): N/A i. Cracks: 1. Location - note beams, columns, other: None observed j. Spalling: 1. Location - note beams, columns, other: None observed k. Rebar corrosion - check appropriate line: 1. None visible: Q 2. Minor - patching will suffice: N/A 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 4 of 10 Edv 'c d A. LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 3. Significant - but patching will suffice: N/A 4. Significant - structural repairs required: N/A 1. Samples chipped out for examination in spall areas: 1. No Q 5. Floor and Roof Systems: a. Roof: 1. Describe (flat, slope, type roofing, type roof deck, condition) Asphalt Shingle on Hip roof — Good Condition 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of supports: None observed 3. Note types of drains and scuppers and condition: Plumbing stack vents — Good condition b. Floor system(sl: 1. Describe (type of system framing, material, spans, condition) Tile over concrete -on -grade slab with no observable defects. c. Inspection - note exposed areas available for inspection, and where it was found necessary to open ceilings, etc. for inspection of typical framing members. The buildings ceiling was closed with no sign of water intrusion damage or staining. Roof access hatches provide access to attic, no defects observed. 6. Steel Framing Systems: a. Description: N/A 7. Concrete Framing Systems: 1. Full description of structural system: CMU exterior bearing walls with no observable defects, bowing, or other deflections 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 5of10 Edv 'c d A. LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 b. Cracking: 1. Not significant: Q 2. Location and description of members affected and type cracking c. General condition: Good d. Rebar corrosion - check appropriate line: 1. None visible: e. Samples chipped out in spall areas: 1. No.: Q Q 8. Windows: a. Type (Wood, steel, aluminum, jalousie, single hung, double hung, casement, awning, piv- oted, fixed, other) Aluminum Single Hung b. Anchorage - type & condition of fasteners and latches: Tapcon-Good c. Sealants - type & condition of perimeter sealants & at mullions: Good d. Interior seals - type & condition at operable vents: Factory e. General condition: Good 9. Wood Framing: a. Type - fully describe if mill construction, light construction, major spans, trusses: Wood Truss roof w/plywood sheathing b. Note metal fittings i.e., angles, plates, bolts, split pintles, pintles, other, and note condition: Embedded straps — Good Condition c. Joints - note if well fitted and still closed: OK d. Drainage - note accumulations of moisture: No moisture observed 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 6of10 Edv 'c d A. LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 e. Ventilation - note any concealed spaces not ventilated: Good — Eave vented f. Note any concealed spaces opened for inspection: None 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 7of10 Edvwcrd A. LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING ELECTRICAL RECERTIFICATION DESCRIPTION OF STRUCTURE: 1. ELECTRIC SERVICE: 1. SIZE, AMPERAGE: ( 200 Amp) 2. PHASE: 3. CONDITION: GOOD ( ) 4. COMMENTS: Good condition Same as Page 2 of this report FUSES ( Q ) BREAKER Single Phase FAIR ( ): NEEDS REPAIR ( ) except grounding, see notes below ( ) 1. METER AND ELECTRIC ROOMS: 1. CLEARANCES: GOOD ( Q ): FAIR ( ): REQUIRES CORRECTION ( ) 2. COMMENTS: Meter room was found to be neat, orderly, and not used for storage 3. GUTTERS: 1. LOCATION: In meter room GOOD ( Q ): REQUIRES REPAIR ( 2. COMMENTS: 3. ELECTRICAL PANELS: 1. PANEL # ( 2. PANEL # ( 3. PANEL # ( 4. PANEL # ( 5. COMMENTS: None 1 ): Apartment 1 GOOD ( ): NEEDS REPAIR Circuits not labeled, KO covers missing 2 ): Apartment 2 GOOD ( ): NEEDS REPAIR Circuits not labeled, KO covers missing 3 ): Apartment 3 GOOD ( ): NEEDS REPAIR Circuits not labeled, KO covers missing 4 ): Apartment 4 GOOD ( ): NEEDS REPAIR Circuits not labeled, KO covers missing None other than above with each panel ( Q ) ( Q ) 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 8of10 Edwcrd A. LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 5. BRANCH CIRCUITS: 1. IDENTIFIED: YES MUST BE IDENTIFIED ( Q ) 2. CONDUCTORS: GOOD Q DETERIORATED ( ): MUST BE REPLACED 3. COMMENTS: Bathroom receptacles were found to be unprotected or protection device was non-functional. Bathroom receptacles need to be replaced with functional GFCI protection (4) receptacles in total. 6. GROUNDING OF SERVICE GOOD ( ): REPAIRS REQUIRED ( Q ) COMMENTS: The system ground to earth is inadequate. A grounding conductor to a water pipe was the only ground found. Recommendation is the installation of two 5/8" x 96" copper ground rods, separated by at least 6 feet and bonded to each other and the system ground at the panel w/#4 copper ground electrode conductor. 7. GROUNDING OF EQUIPMENT: GOOD ( Q ): REPAIRS REQUIRED ( COMMENTS: 8. CONDUIT RACEWAYS: CONDITION: GOOD ( ): REPAIRS REQUIRED ( ) COMMENTS: 9. CONDUCTOR AND CABLES: CONDITION: GOOD ( Q ): REPAIRS REQUIRED ( ) COMMENTS: 10. TYPES OF WIRING METHODS: CONDITION: Conduit Raceways — Rigid Good COMMENTS: 11. CONDUCTORS: CONDITION: GOOD ( Q ): REPAIRS REQUIRED ( ) COMMENTS: 12. EMERGENCY LIGHTING: GOOD ( ): REPAIRS REQUIRED ( ) COMMENTS: Not Applicable , each unit is ground floor w/exit to exterior 13. BLDG. EGRESS ILLUMINATION: GOOD ( Q ): REPAIRS REQUIRED ( 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 9 of 10 Edwcrd A. LANDERS, P.E. CONSULTING ENGINEERS PE License No.: 38398 COMMENTS: 14. FIRE ALARM SYSTEM: GOOD ( ): REPAIRS REQUIRED ( ) COMMENTS: None 15. SMOKE DETECTORS: GOOD ( ): REPAIRS REQUIRED ( Q ) COMMENTS: Apartment Unit 1 to Code Apartment Unit 2 Studio apt. is missing detector Apartment Unit 3 missing detector in bedroom, there is one outside the bedroom door Apartment Unit 4 missing detector in bedroom, there is one outside the bedroom door 16. EXIT LIGHTS: GOOD ( ): REPAIRS REQUIRED COMMENTS: Not Applicable , each unit is ground floor w/exit to exterior 17. EMERGENCY GENERATOR: GOOD ( ): REPAIRS REQUIRED COMMENTS: N/A 18. WIRING IN OPEN OR UNDER COVER PARKING Service entrance is overhead to weather head at mid point of building. Service conductors then travel to meter room in rigid conduit tucked under building eave to the point where it reenters building. All appeared to be in good condition. Overhead height clearance is code compliant. 19. OPEN PARKING AND UNDERCOVER EGRESS ILLUMINATION: GOOD ( ) ILLUMINATION( Q ) COMMENTS: Open off-street parking is illuminated per code. Exterior breezeways, walkways are adequately illumina ted. 20. SWIMMING POOL WIRING: N/A, there is no pool on this property 21. WIRING TO MECHANICAL EQUIPMENT: GOOD ( ): REPAIRS REQUIRED ( ) COMMENTS: 22. GENERAL ADDITIONAL COMMENTS: None 7850 NW 146 Street Suite 509 Miami Lakes, FL 33016 • PH 305.823.3938 • Fax 305.823.9355 Page 10 of 10 AFFIDAVIT OF POWER OF ATTORNEY STATE OF FLORIDA COUNTY OF MIAMI DADE I Michael Paul (Principal) grant Dean B. Lewis (Agent) power of attorney to act on my behalf for applications relating to and for the City of Miami Historic Environmental Preservation Board. Agent Signed and sworn before me on /1P/ RID n Notary Pu My Commission Expires on: