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SHARON CASTRILLON RESIDENCE 713 NW 7 STREET ROAD MIAMI, FL 33136 TABLE OF CONTENTS LANDSCAPE PLANS SHEET DESCRIPTION L-I LANDSCAPE PLANS ARCHITECTURE SHEET DESCRIPTION 4-001 HISTORIC ANALYSIS A-002 HISTORIC ANALYSIS A-003 HISTORIC ANALYSIS A-004 HISTORIC ANALYSIS A-101 SITE PLAN 4 ZONING INFO A-102 FAR CALCULATIONS A-20I FIRST FLOOR PLAN A-202 SECOND FLOOR PLAN 4 ROOF PLAN A-301 ELEVATIONS HEP-301 HISTORIC MATERIAL SHEET HEP-302 HISTORIC MATERIAL SHEET CALIL ARCHITECTS A9 RfiOO 1725 CORAL WAY, SURE-702 MNMI, FLORIDA 33145 PHONE (305) .360-9600 FA0: (305) 660-9602 CLIENT SHAM CASTRILLON 113 NWT STREET ROAD MIAMI, FL 33136 ARCHITECT CAUL ARCHITECTS 1128 CORAL WAY. SUITE 102 MIAMI, FL 33145 (305) 860-9600 LANDSCAPE ARCHITECT LAl1RA LLERENA 4 ASSOCIATES INC 13110 SI128 ST MIAMI, FL 33186 (305) 256-1159 COVER CNN GE #D PATE SCALE EAC JR EAL MARCH Re SHARON CASTRILLON RESIDENCE 713 NW 7 STREET ROAD MIAMI, FL 33136 TABLE OF CONTENTS ARCHITECTURE SHEET DESCRIPTION A-101 SITE 1 LANDSCAPE PLANS i ZONING INFO. A-102 FAR CALCULATIONS A-20I FIRST FLOOR PLAN a SCHEDULES A-202 SECOND FLOOR PLAN 9 ROOF PLAN A-301 ELEVATIONS A-401 SECTIONS A-402 SECTIONS HEP-301 HISTORIC MATERIAL SHEET CALIL ARCHITECTS M 728 CORAL WAY, MITE-ID2 MIA RIDA 33145 wwne (.1os) 860-9e00 5 F N(ns) e60-9602 CLIENT SHARON CASTRILLCN 113 NW 1 STREET ROAD MIAMI, FL 33136 ARCHITECT CALIL ARCHITECTS 1128 CORAL WAY, SUITE 102 MIAMI, FL 33145 (3052860-9600 COVER DRAIN alECRED OMB acne MOM HISTORIC CRITERIA HISTORIC CRITERIA PREVId155TR1CTUR PROPOSED COMPLIANCE COLOR THE GREY AND WHITE COLORS ARE FREQUENTLY FOUND CH THE FACADE THE GREY AND UNITE COLORS ARE THOSE FREQUENTLY FOND IN THE NEIGHBORING AREAS AND PREVIOUS STRUCTURE FORT THE GEOMETRY OF THE WEST (FRONT) ELEVATION CONSISTS OF 3 DISTINCT INTERSECTING PLANES (AABF) AND A LINTEL ELEMENT (D) THE FIRST PLANE IS THE ENTRY ELEMENT (AA), EMPHASIZING HORIZONTALITY, ALONG WITH ITS LINTEL PIECE, BREAKING DOJN THE SCALE OF THE MAIN RESIDENCE l8) THE THIRD PLANE (C) IS RECESSED 45 TO NOT HAVE THE MAN FACADE BE OVERWHELMING WE HAVE RESPECTED NE FOR -ER GEOMETRIES BY IMPLEMENTING THEIR FORMS AND PROPORTIONS INTO THE DESIGN. THE EQUAL FORM OF AA INTERSECT THAT OF B. CIS RECESSED SIGNIFICANTLY FROM FORM 8 THE LINTEL PIECED 15 EVEN EXTENDED TOWARD THE RIGHT OF THE FACADE AS WAS WITH THE PREVIOUS STRJCTURF SPACING THE SETBACKS OF THE PRINCIPAL FACADE SEEM TO BE AT, OR PEAR THE MINIMUM SETBACK HOLEVER, MAY BE VISUALLY REDUCED WITH THE PROPER INCORPORATION CC THE PORCH THE SIDE SETBACKS ALSO SEEM TO BE A7 THE MIN@9F1. THE REAR SETBACK SEEMS SIGNIFICANT. U4 HAVE INCREASED THE SETBACK AT THE FRONT FACADE SIGNIFICANTLY MORE THAN THAT OF THE ORIGINAL RESIDENCE. THE PORCH, AL7I Ip ' I ALLOYED A5 AN ENCROACHMENT, 15 ALSO LLELL WITHIN THE SETBACKS THE PRINCIPAL RESIDENCE VOLUME IS 5E7 BACK A SIGNIFICANT AMOUNT ON BOTH THE FROM (OVER 30 Fi) MP REAR (OVER 30 FT TO THE VOLUME, 27 FT TO 4 WALL) YARDS THE SIDE SETBACKS ARE SLIGHTLY INCREASED AT 5'-5', BUT VIVJALLY REDUCED BY BREAKING UP THE MASSING BY EITHER PUSHING BACK WALLS, TERRACE AREAS, OR CUTTING BACK VOL111E5. HEIGHT THE PREVIOUS STRUCTURE W45 A 1-STORY STRICTURE SEEMRGLY BELOW THE FLOOD CRTERIA. THE NEW 5TRIC1UR IS INCREASED IN ITS BASE HEIGHT TO MEET FLOOD CRITERIA. 11.1E NEW STRUCTURE IS ALSO BELOW THE MAXIMUM ALLOYED HEIGHT BY CODE AND USES OVERHAN35 TO FURTHER VISUALLY REDUCE ITS SCALE. YARDS THE SETBACKS OF THE PRINCIPAL FACADE SEEM TO BE AT, OR NEAR THE MINIMUM SETBACK WAVER MAY BE VISUALLY REDUCED WITH THE PROPER NCORPORA7ICN OF THE PORCH. THE SIDE SETBACKS ALSO SEEM 70 BE AT THE MINIMUM. THE REAR SETBACK SEEMS SIGNIFICANT. LE HAVE CREATED A GREAT AMOUNT OF YARD SPACE IN THE FRONT AND REAR YARDS BY %SUNG BACK THE MAN VOLUMES' SETBACKS A GREAT 4MOWT. IN ADDITION TO THIS, WE HAVE ADDED AN OPEN-AIR COURTYARD WITHIN OE OF THE SIDE YARDS Am INTRODUCED GRCND AND ROOFTOP PLANTERS 70 INCREASE THE 'YARD' AND GREEN AREAS CF THE PROPERTY. MATERIALS THE PRENOJS STRUCTURE W45 ALMOST ENTIRELY WOOD SIDING, ITS OPENRKS WERE WOOD DOORS OR CLEAR GLAZING. WE ARE USING BOARD FORMED CONCRETE TO PAY 1.101146E TO THE P0EVI8U5LY WOOD -VENEERED STRUCTURE. THIS TYPE OF CONCRETE FINISH WOULD LEAVE AN IMPRINT OF ITS WOOD FORWIORK ON ITS EXTERIOR WE ARE ALSO IN7RODUCINS STUCCO FINISHES TO REDUCE THE SCALE OF ITS FACADES AND DEFINE THE BASE SUCH AS THE PREVIOUS RESIDENCE HAD ITS CRAM_ SPACE DEEMED. CLEAR GLAZING SUCH A5 THE F EVIOUS RESIDENCE SHALL ALSO BE FRLVIDED. RHY154 4 PATTER! OF OPENINGS THE OPENINGS ON THE PRINCIPLE FACADE ARE ORGANIZED WITHIN IT, BREAKING IT UP VISUALLY INTO 4 EVEN OPENIRNGS FURTHERMORE, THE CARPORT AND PORCH OPENINGS FURTHER DEFINE THE PRINCIPLE FACADE AND REDUCE ITS SCALE. LE ARE RESPECTING THE PATTER! CF THE ORIGINAL OPENINGS, CNE OF NACU IS NOW OUR PRINCIPLE EITR4NCE. THE SCALE OF 14E5E OPENINGS ARE REPEATED ON MOST FACADES THAT ARE SIMILAR IN NATURE. OTHER WINDOW TREATMENTS ARE ALSO REPEATED AS WELL AS RESPECTING EACH OTHERS HIRZONTAL VISUAL LITE WE ALSO INCLUDED SL IDIIY DOOR LPEN11,65 A7 THE REAR YARD, AS Toff ORIGINAL STRICTURE DID. FORM ANALYSIS (FRONT ELEVATION) FORM ANALYSIS (PREVIOUS STRUCTURE IMAGES) surr No A-0.01 01.41.1 CLECXED DATE EA. J13 11.01 705-010 HISTORIC CRITERIA HISTORIC CR7ERA PREVIOUS STRUCTURE PROPOSED COMPLIANCE COLOR THE GREY AND WHITE COLORS ARE FREQUENTLY RAND ON THE FACADE THE GREY AND WHINE COLORS ARE THOSE FREQUENTLY FOND IN THE NEIG BOR% AREAS AND PREVIOUS STRICTURE FORS THE GEOMETRY CP THE UE6T (FRONT) ELEVATION CONSISTS CF 3 DISTINCT NIERSEC1ING PLANES (AABC) AOJ A LINTEL ELEMENT (D).. THE FIRST PLANE IS THE ENTRY ELEMENT (AA), EMPHASIZING HORIZONTAL ITY, ALO% 8111 ITS LINTEL PIECE, UE HAVE RE6FECIED THE FORMER GEOMETRIES 8Y IMPLEMENTI% THEIR FOR15 AND PROPORTIONS INTO THE DESIGN. THE EQUAL FOR-1 CF AA INTERSECT THAT CF B. C IS RECESSED SIGNIFICANMY FROM FORM B. THE LINTEL PIECE 0 I5 EVEN EXTENDED TOWARD THE RIGHT OE THE FACADE AS WAS WITH THE PREVIOUS STRUCTURE. BREAKING DON THE SCALE OF THE MAN RESIDENCE (B). THE THIRD PLANE IC) IS RECESSED AS TO NOT HAVE THE MAN FACADE BE OvERUNELMW1 SPACING THE SETBACKS OF THE PRINCIPAL FACADE SEEM TO BE AT, OR NEAR THE MINIMUM SETBACK HOUEVER MAY BE SSUALLY REDUCED WITH THE PROPER NCORPORATICN OF THE PORCH THE SIDE SETBACKS ALSO SEEM TO BE AT THE MINIMI111. THE REAR SETBACK SEEMS SIGNIFICANT. WE HAVE INCREASED THE SETBACK AT THE FRONT FACADE SIGNIFICANTLY MORE THAN THAT GP THE ORIGINAL RESIDENCE THE PORCH, ALTHOUGH ALLOWED AS AN ENCROACHMENT, 16 ALSO WELL WITHIN THE SETBACKS. THE PRINCIPAL RESIDENCE VOLUME IS SET BACK A SIGNIFICANT AMOUNT ON BOTH THE FRONT (OVER 30 FT) AND REAR /OVER 30 FT 10 THE VOLUME, 21 E7 TO A WALL) YARDS. THE SIDE SETBACKS ARE SLIGHTLY INCREASED AT 5'-6', BUT VISUALLY REDUCED BY BREAKING UP T1E MASEM BY EITHER PUSHING BACK WALLS, TERRACE AREAS, OR CUTTING BACK vOLUMES. HEIGHT THE PREVIOUS STRICTURE WA5 A 2-STORY STRICTURE SEEMINGLY BELOW THE FLOOD CRITERIA THE NEW STRUCTURE IS INCREASED IN ITS BASE HEIGHT TO MEET FLOOD CRITERA THE NEW STRCTURE 15 ALSO BELOW THE MAXIMUM ALLOLEO HEIGHT 8Y CODE AND USES OVERNAMGS TO FURTHER v1e141 I Y REDUCE ITS SCALE. YARDS THE SETBACKS OF THE PRINCIPAL FACADE SEEM TO 6E AT, OR NEAR THE MINIMUM SETBACK %MYER MAY BE VISUALLY REDUCED WITH THE PROPER INCOR ORATION CP THE PORCH THE SIDE SETBACKS ALSO SEEM TO BE AT THE MINIMUM. THE REAR SETBACK SEEMS SIGNIFICANT. WE HAVE CREATED A GREAT AMOUNT OF YAP SPACE N THE FROM AND REAR YAPS BY PUSHING BACK THE MAIN VOLUMES' SET8ACK5 A GREAT AMOUNT. IN ADDI1IC N TO THIS, WE HAVE ADDED AN OPEN-AIR COURTYARD WITHIN ONE OF THE SIDE YAPS AND NTRODUCED GRAND AND ROOFTOP PLANTERS TO INCREASE THE 'YARD' AND GREEN AREAS CF THE PROPERTY. MATERIALS THE PREVIOUS STRICTURE WAS ALMOST ENTIRELY WOOD SIDING ITS OPENINGS WERE WOOD DOORS OR CLEAR GLAZING. I)E ARE USING BOARD FORMED CONCRETE TO PAY HOMAGE TO THE PREVIOSLY WOOD -VENEERED STRICTURE. THIS TYPE OF CONCRETE FINISH WOULD LEAVE AN IMPRINT CS ITS WOOD FORMWORK ON ITS EXTERIOR WE ARE ALSO NIRODUCINIG STUCCO ENSUES TO REDUCE THE °..GALE CP ITS FACADES AND DEFINE THE BASE 51CH AS THE PREVIOUS RESIDENCE HAD I15 rem SPACE PEENED. CLEAR GLAZING SUCH AS THE PRENOJS RESIDENCE SHALL ALSO BE PROVIDED. RHYTHM N PATTERN OF OPENINGS THE OPENINGS CN THE PRINCIPLE FACADE ARE ORGANIZED WITHIN IT, BREAKING IT UP VISUALLY INTO 4 EVEN OPENINGS. FURTHERMORE, THE CARPORT AND PORCH OPENINGS FURMER DEFINE THE PRINCIPLE FACADE AND REDUCE ITS SCALE. WE ARE RESPECTING THE PATTERN CF THE ORIGINAL OPENINGS. ONE OF WHICH IS NOW OUR PRINCIPLE ENTRANCE. THE SCALE O THESE OPENINGS ARE REPEATED ON MOST FACADES THAT ARE SIMILAR IN NATURE. OTHER WINDOW TREATMENTS ARE ALSO REPEATED AS WELL AS RESPECTING EACH OTHER'S HORIZONTAL VISUAL LINE. WE ALSO INCLUDED SLIDING DOOR OPENINGS AT THE REAR YAP, AS THE ORIGINAL STRUCTURE DID 4 RHYTHM & PATTERN OF OPENINGS ANALYSIS (ELEVATIONS) -'NOTICEG- c�rprs A-0.02 PRAM PATE PAP AP PAR. 10 HISTORIC CRITERIA HISTORIC CRITERIA PREVIOUS STRUCTURE PROPOSED COMRIANCE COLOR THE GREY AND WHITE COLORS ARE FREQUENTLY FO,ND ON THE FACADE THE GREY MID WHITE COLOR ARE THOSE FREQUENTLY FOUND IN THE NEIGHBORING AREAS AND PREVIOUS STRICTURE FORM THE GEOMETRY OF THE VEST (FRONT) ELEVATION CONSISTS O 3 DISTINCT INTERSECTING PLANES (AAB,C) AND A LINTEL ELEMENT (D). THE FIRST PLANE 15 THE ENTRY ELEMENT (AA), EMPHASIZING HORIZONT4LITY, ALONG WITH ITS LINTEL PIECE, BREAKING DOJN THE SCALE OF THE MAN RESIDENCE (E) THE THIRD PLANE (C) 15 RECESSED AS TO NOT HAVE THE MAIN FACADE BE OVERWHELMING. UE HAVE RESPECTED THE FORMER GEOMETRIES BY IMPLENENTNG THEIR FORTS AND PROPORTIONS INTO THE DESIGN. THE EQUAL FORM OF AA INTERSECT THAT OF B. C 15 RECESSED SIGNIFICANTLY FROM FORM B. THE LINTEL PIECE D IS EVEN EXTB'PED TOWARD THE RIGHT OF THE FACADE AS WAS WITH THE PREVIOUS 51R1GTURE. SPACING THE SETBACKS 03 THE PRINCIPAL FACADE SEEM TO BE AT, OR NEAR THE MINIMUM SETBACK HOWEVER MAY BE VISUALLY REDUCED UN THE PROPER INCORPORATION OF THE PORCH. THE SIDE SETBACKS ALSO SEEM TO BE AT THE MINIMUM. THE REAR SETBACK SEEMS 51GNFII04NT. WE HAVE NCREA5ED THE SETBACK AT THE FRONT FACADE SIGNIFICANTLY MORE THAN THAT GE THE ORIGINAL RESIDENCE. THE PORCH, ALTHOUGH ALLOWED AS AN ENCROACHI-ENT, IS ALSO WELL WITHIN THE SETBACKS. THE PRINCIPAL RESIDENCE VOLIME IS SET BACK A SIGNIFICANT AMOUNT ON B014 THE FRONT (OVER 3O R) AND REAR (OVER 3O FT TO THE VOLUME, 21 FT TO A WALL) YARDS. THE SIDE SETBACKS ARE SLIGHTLY INCREASED AT 5'-6', BUT VISUALLY REDUCED BY BREAKING UP THE MASSING BY EITHER PUSHING BACK WALLS, TERRACE AREAS, OR CUTTING BACK vOLU ES. HEIGHT TINE R#VI0115 STRUCTURE WAS A 2-5TORY STRICTURE SEEMINGLY BELOW THE FLOOD CRITERIA. THE NEW STRUCTURE 15 INCREASED IN ITS BASE HEIGHT TO MEET FLOOD CRITERIA THE NEW STRICTURE IS ALSO BELOW THE MAXIMUM ALLOWED HEIGHT BY CODE AND USES OVERHANGS TO FURTHER VISUALLY REDUCE ITS SCALE. YARDS THE SETBACKS OF THE PRINCIPAL FACADE SEEM TO BE AT, OR NEAR THE MINIMUM SETBACK HOWEVER MAY BE VISUALLY REDUCED WITH THE PROPER INCOR'ORATICN OF THE PORCH. THE SIDE SETBACKS ALSO SEEM TO BE AT THE MINIMA. THE REAR SETBACK SEEM SIGNIFICANT. WE HAVE CREATED A GREAT AMOUNT OF YARD SPACE IN THE FRONT AND REAR YARDS BY PUSHING BACK THE HAIN VOLUMES' SETBACKS A GREAT AM01111. IN ADDITION TO THIS, LE HAVE ADDED AN OPEN-AIR COURTYARD WITHIN ONE OF THE SIDE YARDS AND INTRODUCED CROWD AND ROOFTOP PLANTERS 10 INCREASE THE 'YARD' AND GREEN AREAS OF THE PROPERTY. MATERIALS THE PREVIOUS STRUCTURE WAS ALMOST ENTIRELY WOOD SIDING. ITS °FE'MIME, WERE WOOD DOORS OR CLEAR GLAZING. WE ARE U51NU BOARD ruKMED CONCRETE TO PAY HOMAGE TO 14E PREVIOUSLY WOOD -VENEERED STRUCTURE. THIS TYPE CF CONCRETE FINISH WOULD LEAVE 4N IMPRINT OF ITS WOOD FORMWORK ON ITS EXTERIOR WE ARE ALSO INTRODUCING STUCCO FINISHES TO REDUCE THE SCALE OF ITS FACADES AND DEFINE THE 1345E SUCH AS THE PREVIOUS RESIDENCE HAD ITS CRAWL SPACE DEFINED. CLEAR GLAZING G-1CH AS THE PREVIOUS RESIDENCE SHALL ALSO BE PROVIDED. RHYTHM a PATTERN CF OPENINGS THE OPENINGS ON THE PRINCIPLE FACADE ARE ORGANIZED WITHIN IT, BREAKING IT UP VISUALLY INTO 4 EVEN OPENINGS. FURTHERMORE, THE CARPORT AND PORCH OPENINGS FURTHER DEFINE THE PRINCIPLE FACADE AND REDUCE ITS SCALE. WE ARE RESPECTING THE PATTERN OF THE ORGNAL OPENNGS, ONE O WHICH IS NOW OUR PRINCIPLE ENTRANCE. THE SCALE OF THESE OPENINGS ARE REPEATED ON MOST FACADES THAT ARE SIMILAR IN NATURE ORER WINDOW TREATMENTS ARE ALSO REPEATED A5 WELL AS RESPEG15* EACH OTHER'S HORIZONTAL VISUAL LINE. WE ALSO INCLUDED SLIDINYe DOOR OPENINGS AT THE REAR YARD, AS THE ORIGINAL STRUCTURE DID. stS HEIGHT ANALYSIS (PROPOSED FRONT FACADE) TYPICAL PITCHED ROOF DESIGN HEIGHT ANALYSIS (TYPICAL STRUCTURE) BY SWEET ND. A-0.03 MIN DATE WALE EAG,1R EAL MRV HISTORIC CRITERIA HISTORIC CRITERIA PRENOUS STRUCTURE PROPOSED COMPLIANCE COLOR THE GREY AND WINITE COLORS ARE FREQUENTLY FOND ON THE FACADE THE GREY AND WINITE COLORS ARE THOSE FREQUENTLY FOND IN Toff NEIGHBORING AREAS AND PREVIOUS STRICTURE FORM THE GEOMETRY CF THE WEST (FRONT) ELEVATION CONSISTS OF 3 DISTINCT INTERSECTING PLANES (AAOO) AND A LINTEL ELEMENT (D). THE FIRST PLANE IS THE ENTRY ELEMENT (AA), EMPHASIZING HORIZONTALITT, ALONG WITH ITS LINTEL PIECE, BREAKING DOWN THE SCALE CF THE 114IN RESIDENCE (B). THE THIRD PLANE (C) IS RECESSED AS TO NOT NAVE THE MAIN FACADE BE OVERWHELMING. WE HAVE RESPECTED THE FORMER GEOMETRIES BY IMPLEMENTRG THEIR FORMS AND PROPORTIONS WO THE DESIGN THE EOJAL FORM CF AA INTERSECT THAT OF B. C IS RECE^.SSE + SIGNIFICANTLY FROM FORM B. NE LINTEL PIECED IS Ev5N EXTENDED 1CU14RD THE RIGH1 CF THE FACADE AS WAS WITH THE PREVIOUS STRICTURE. SPACING THE SETBACKS OF THE PRINCIPAL FACADE SEEM TO BE AT, OR NEAR, THE MINIMUM SETBACK HOWEVER MAT BE VISUALLY REDUCED WITH THE PROPER INCORPORATION OF THE PORCH. THE SIDE SETBACKS ALSO SEEM TO BE AT THE MINIMUM. THE REAR SETBACK SEEMS SIGNIFICANT WE HAVE INCREASED THE SE18ACK AT'JE FRONT FACADE SIGNIFICANTLY MORE THAN NA - CF THE ORIGINAL RESIDENCE. THE PORCH, ALTHOUGH ALLOWED A5 AN ENCROACHMENT, IS ALSO WELL WITHIN THE SETBACKS THE PRINCIPAL RESIDENCE VOLUME IS SET BACK A SIGNIFICANT AMOUNT ON BOTH THE FRONT !OVER 30 FT) AND REAR (010 (A FT TO THE vOLUIE, 21 FT TO A WALL) YARDS. THE SIDE SETBACKS ARE SLIGHTLY INCREASED AT 5-6.. BUT VISUALLY REDUCED BY BREAKING UP THE MASSING BY EITHER RUSHING BACK WALLS, TERRACE AREAS OR CUTTING BACK VOLUMES. HEIGHT NE PREVIOUS STRUCTURE WAS A ]-STORY STRUCTURE SEEMINGLY BELOW THE FLOOD CRITERIA. THE NEW STRICTURE 15 INCREASED IN ITS BASE HEIGHT TO MEET FLOOD CRITERIA. THE NEW STRICTURE IS ALSO BELOW THE MAXIMU7 ALLOWED HEIGHT BY CODE AND USES OVERHANGS TO RURTHER vISUALLT REDUCE ITS SCALE YARDS THE SETBACKS 05 THE PRINCIPAL FACADE SEEM TO BE AT OR NEAR. THE MINIMUM SETBACK HOWEVER. MAY BE VISUALLY REDUCED WITH THE PROPER INCORPORATION OF THE PORCH. THE SIDE SETBACKS ALSO SEEM TO BE AT THE MINIMUM. THE REAR SETBACK SEEMS SIGNIFICANT. WE HAVE CREATED A GREAT AMOUNT OF YARD SPACE IN THE FRONT AND REAR YARDS BY PUSHING BACK THE MAIN VOLUMES SETBACKS A GREAT AMOUNT. IN ADDITION TO THIS, WE HAVE ADDED AN OPEN-AIR COURTYARD WITHIN ONE CF THE SIDE YARDS AND INTRODUCED GROUND AND ROOFTOP PLANTERS TO INCREASE THE 'YARD' AND GREEN AREAS OF THE PROPERTY MATERIALS THE PREVIOUS STRICTURE WAS ALMOST ENTIRELY WOOD SIDING. ITS OFENNGS WERE WOOD DOORS OR CLEAR GLAZWNG. WE ARE USING BOARD FORMED CONCREIL 10 PAY HOMAGE TO THE PREVIOUSLY WOOD -VENEERED STRICTURE. THIS TYPE OF CONCRETE FINISH WOULD LEAVE AN IMPRINT OF ITS WOOD FORMWORK ON ITS EXTERIOR WE ARE ALSO INTRODUCING STUCCO FINISHES TO REDUCE THE SCALE CF ITS FACADES AND DEFINE THE BASE SUCH AS THE PREVIOUS RESIDENCE HAD ITS CRAWL SPACE DEFINED. CLEARGL4ZI% SUCH AS THE PREVIOUS RESIDENCE SHALL ALSO BE PROVIDED, RNYT111 N PATTERN OP OPEN5G5 THE OPENINGS ON THE PRINCIPLE FACADE ARE ORGANIZED WITHIN IT, BREAKING IT UP VI5I1ALLY NTO4 EvEN OPENINGS. RIRTHERIORE, THE CARPORT AND PORCH OPENINGS FURTHER DEFINE THE PRINCIPLE FACADE AND REDUCE ITS SCALE. WE ARE 5SFECTING THE PATTERN OF THE ORIGINAL OPENINGS, ONE OF WHICH 15 NOW CUR PRINCIPLE ENTRANCE. THE SCALE CF THESE OPENINGS ARE REPEATED ON MOST FACADES THAT ARE SIMILAR IN NATURE. OTHER WINDOW TREATMENTS ARE ALSO REPEATED AS llELL AS RESPECTING EACH OTHERS HORIZONTAL VISUAL LINE. WE ALSO INCLUDED SLIDING DOOR OPENINGS AT THE REAR YARD, AS THE ORIGINAL STRUCTURE DID. OPEN SPACE DIAGRAM 4,034 SQ.FT. SPACING ANALYSIS (FIRST FLOOR PLAN) 40TO AF M2Y_[14N BULDING VO SIG 30'-1 TO MAIN BUILDING vOLIME 31'-31. TO MAIN BUILDING VOLUME 21'-0 TO REAR BUILDING WALL 1 24.-3' TO RORCI I COLUFN SPACING ANALYSIS (SIDE ELEVATION) - NOTICE-- SHEET No A-0.04 DAWN CASESCALE EAG lO BOARD FORM CONCRETE 0 SOLID WOOD ENTRY DOOR LEGEND: (SHERWIN WILLIAMS COLOR 0 OLLEC TION) 7_ KEYSTONE GRAY COLOR # SW 7504 8. IBIS WHITE COLOR # E9 SW 7000 9. CHATEAU BROWN COLOR # SW 7510 0 SMOOTH STUCCO FINISH WITH SHERWIN WILLIAMS IBIS WHITE PAINTED OVER 0 CLEAR LOW-E IMPACT RESISTANT GLASS WINDOWS WITH BRONZE ANODIZED ALUMINUM FRAME OWARM BROWN ANODIZED ALUMINUM FLAT BAR RAILING OBRONZE ANODIZED ALUMINUM GATE 1 1f MEET No. HEP-3.0'1 DRAW CHECIZO DATE EAC SXDIN 204018 OBOARD FORM CONCRETE ¢0 SOLID WOOD ENTRY DOOR LEGEND: (SHERWIN WILLIAMS COLOR COLLEC ((ION) 7_ KEYSTONE GRAY COLOR # SW 7504 8. IBIS WHITE COLOR # E9 SW 7000 9. CHATEAU BROW COLOR # SW 7510 0 SMOOTH STUCCO FINISH WITH SHERWIN WILLIAMS IBIS WHITE PAINTED OVER CLEAR LOW-E IMPACT RESISTANT GLASS WINDOWS WITH BRONZE ANODIZED ALUMINUM FRAME WARM BROWN ANODIZED ALUMINUM FLAT BAR RAILING OBRONZE ANODIZED ALUMINUM GATE I?y mvvun ISs STANDARD DRIVEWAY DETAILS FOR SIDEWALK/PARKWAY GREATER THAN 7'-6" IN WIDTH mYPtIMAIVINI Of M. MS M xw46 FlmM DRIVEWAY APPROACH UNDER CITY STANDARDS MISC 35-85-22 Rfi RATA wont NAM jp A LOT MA, IFOINERAAA km whs. WSW, GOV FELIMED •un nRfYLWTIM IRN.-, MCP KRIM PRXWED MAIMED C{Q� 1FY11Q rea 111.0.19 1.4181,0 PPAIAMED 60211.LEICHS Cat nenrpicr GRIP LOCATION MAP 15 LIMALPUSBEttli Magi WaallArrar.CTICH CNO `MAE AA FACP09,0•0055.1AlArIN ME PU 101FA. 1.181.0 IQ g StEt A-101 aECKBD DAM SAC JR 70 /—eolks Ern SECITON Aqk STANDARD DRIVEWAY DETAILS FOR SIDEWALK/PARKWAY GREATER THAN 74" IN WIDTH 0 CC CC 41' DRJVEWAY APPROACH UNDER CITY STANDARDS MISC 35-85-22 MIAS. APPROACA CITY SUM*. MSC MEE SEUL OCHS 1 RAN GREY UNCIXE1E SISAFWAY APFS000.1— SELF LA.. LCOVS2 DOOR t.al11.1 SAM SEMI. SMET ng DMA MERMAN E. La.222.1EADal EL • LWOW. • LOICOWNEE • =V.V. ▪ 61EINSPES ISLIZIVEVOIM wan". PIERCEB, . 11 SNI 1"/NISIIRAYN MAR.. • LAM romp • 10WAS SUL blEcomr E MOP POSISE0 MOVED fERTIED rEEMED MENEM MENEM PROWIIED PEEWEE> PIEWEEIS WA CILDH1113614 IS•18D PERMED BEISMBILIEZINCIS MEWED Pro.2.0 le<SNIS 1.11.1 -6.44,1.1101181ELPCLOSNG ES.V.A.11.6 ALLITNI, DCKIR LffirdfiSSiCilk M191011219111214 PlirSOVO 1722.11EDMOZ MONS LSEEI Le, LOIW:OR, 642144811211211611111141:191 MUM. 2S0 AIXEUERM oasuccraranni reecam, kes.rorr mamas 'Ansa WWWW.AllENSIINEW ilEY/MINEK — I'S-- 222PACOSIOr enrnsgm ne nowa ea.* com. moon,. TEE • wwenEcre• 140.00' 140.00' VSING Fn. .1.1. P..-0,S1.10EB SOU/ MEE DEW. SW. P... fp SITE PLAN CSALE,32, • LOCATION MAP t LEULDENSIM21 talk 410.011W7RWETREWNSWEESERIE 11141ESIgLatIMOUMEt MEW WWWW,WwWWWIEN EV1 PAW S n4s pawn POO rAYRNICIVNIVSF. WM ALL PISKEEWGKe SWLL.er PSIS @WES HEE, MI MAMMON& SY -.NOTICE - FSEPX.COPIWPA: FOP tur....im. n YDA MIMS DISCI@ r: WPM CNITIEPPEAVECIS6111EIMIERSOe .0110.111f CON.016111,11111( A-1.01 E L. SECOND FLOOR FAL 2,035 SQFF. LOT COVER SECOND FLOOR PLAN F.A.R. FIRST FLOOR LOT COVER CATXN SPAR 181E SQFF. u NMI GREEN_ SPACE DIAGRAM & PERVIOUS PAVER AREA -SNOIC8 `T mocn�; �s SHEET No.. A-1.02 uena POE WALE ANE sum mr.-0re 1,4410148.411114 1.3.019 FICPOLP 6,19 fSECONDFOLo LOT CO4R @ t» , C ƒitt A mJ / p _ — u \ / | � � | - ) . ..1 y 14 2� , � .p . EE 3 S« EE d FLOOR _ ■ FIRST FLOOR LOT COVER 298 / � SPACE 115cqSPACE DIAGRAM &PREvO,3PAVER AREA BY h SEAL SHE, No A m2 D. WILE 2019-018 EDGEREEK PAYER FROVIDE PM£ EDGE FLEX ITM a• IWRImaim TO CAPER i+emn SAVER FERDOLAIWN Ij�iaVl�WEDS* lEvEL FOR RIEDEE DELLS u LL�rsumuet L��uAW�TnlL—C REEi ��f—� "*A"ED - - Eilul�--,Rani-m_ii��geil=uFWEIPALTD PERVIOUS PAVER CHECKER ISLOCK DETAIL RHAD ua rw-MreERU I sl ARV., LOWER DOM 4-0— — — _- CLICTSieiglIF WO. GATE L/ w DETAIL ¢ unMin •LanEvPoopLEVATyMEEEDDUAL ON REF A, I ; 9IEETA.AR„ I i LEGEND ® o r�rm.uausonea¢ iaimi INSULATION MATERIAL NOTE MR. 55.50511155.3, was FINISH MATERIAL NOTE FIRST FLOOR PLAN Z O cd N v its Z 05 F A-2.01 DRAW DIRDIRED DATE WALE 1b PAWS 70 39-018 To FROMM 14.1 Tadlm W1Ht F£TCCLAINJ! FLIV w1SV svo Laser UI�II II lI U--ILI U W il—I TI I- m—III eL=°100� Eu� i�, m m.Y�iP e, m m m Ri J Teri-n� mxnwrz O€TAL aErmonw WS WE VV. OFEES A-. PERVIOUS PAVER CHECKER BLOCK DETAIL LATwIrr, SELF ALV1NV LOLA. DOOR LA*.M. LAW. E.S. ESST. xwOeeawL� I I erzffoer g.Er A-4011 RDDM FNISH SCHEDULE SLAM .18 GEISHA - 1.2.11111 .00 1.0001,131. IFEMAL OUT DAMIIII IMP POICSJAI 0101111.1. 11110.1.11,4 MOAN 0.141. VIZEL •—•— SAW. yeuen II Ar. y WET!Glue pogt SCHEDULE Ewa 11.0.4 AlitY ewe 0. NM HOD WM i 001.0 MC DOOR com MOW [OM WNDOIS SCHEDULE EINFINAL �nff U VAS 140 nes non .0101 Ass IOW 110 re Fella tir COWRY M. II V VEEP FIRST FLOOR PLAN ter SAVFr-V 0.9 • FAA • • • • LEGEND etf6TCE Fers 'etas AD ormsr.srsersse..... INSULATION MATERIAL NOTE FINISH MATERIAL NOTE POOL moewa STAMM rem tm u J� J zit u< SHEET A-2.01 aSE 2019-015 h a..sFOR SOLAR.FLECrAVCE HOER FOR i�ius ALEmio rROLF EXw..FACER MD 6RETM 9ECTN` Lau. cMNC NMSEO ED NEN i/i TESTEDN MYE WM AERIES. OR A9m M no TESTED RN A%ENABLEFO..ER.AT NEAR AM. a 11.19 ME LABELED BT TIE COOL ROLF RE. CERCL, DR M) LABELED TNAT WU ERN EEN RAW BTp. RACE 1LEE L RAiN6 CC.L OR BER:T6TAR CRP. A LABEL.961. RR BY ROLF MAMMAL NOTES RCOF TE 1.NO 9ED BE LGMCOOI.. LI. ALBEDO OR AFLAM ARTCIE .SFLT REM IC. PMNFETB OF NE MANIA NEWT I.EGEBBART .Eft TO UM.,rr, FOR HOER. R9, ELEVATOR. OR MEN... EOIIFflrt OR FOR ORNAMENTAL MLR. FEd.R6 HAT DR. M TO TEN THFR5 SHALL BE. LLAITTATILN FOR ORI... ELNINIRIAN ELEVATOR OR BE... EDERENT Exm1910M19 DECx9.'WALL BE FERISEDTWTO RNmvh NEW. rRiLI6ES1AT EMBO... HA,..6.LIP TOM R. (LICE. FRCER8EM8 FOR L049.OPED RCFS NOTES AMC. A 9ECTR192]D1 ROOFING OF VIN R,D ILCUDING CFASEOFRAINT6 LA NORLINATAL LEWIN OF I LINE ITC LNERNLOE&OPB .l eunow WALL ' FROMM T1, Axou .CR EXCEED AN NT. REFLECTANCE VALIE a NV CRA EE-TEAR WALLED REFLECTANCE vb. OF 05 BT TIE COOL REIN RATED CLNOL DR Ese rST I ImII ▪ l&AID�G EERAIX ICE — — - I ur I RRACE emarm 91.10 xD �,xDm e \E eon. tmE UOPEN LEFR.E BmxDB I I euLONs%RACKLRff—r' LaT INC CCUNERRETNELCO STARE 11111111 It SECOND FLOOR PLAN ENN MN. 9la.1,n9A CONC. KAN SUNNED ELL RCM ROOF PLAN REVISM 0 N - — Jv z h r r a A-2.02 NW. le 2019-016 252 90'd 4'4 PO !' W.1'11A IY-M yq Q'-Y Q. p30. x;, Q'ry0. A4. Y0' ® _ lllrt rlip1Orrrr 11 ,mrrrn, ,rtrtm `-AROw 0. a R %'NW mMEN y IA I AC ® _ ® Pis, ® o 1 e a 1 q 4a _' . 302 it �0B0E I b 4 1 II -- _ _ - - - - - I i aka 1 t ,Q1a1oi3nnmQ1` arslrorra 021r1 M : M. - p 11 1A11111111. - 004 _ u Ay WI MI �; III® 3' HQx -T ��© 1' so soma NO F � c R41LiWi - i�mm�IIR1 ].• 1N ®... A l - - Q-3 o. - --. -. _ , ...... YB Olt 1 N.NSLOPED fOa rfv: ajar ram... N„Q�N DRANISE.NOM -MOW AM. Se Na,,SWP a. , amNnNllinN'+I nneE80.ff ER SECOND FLOOR PLAN ROOF PLAN 10113051200.6 OVER C00. SLAB SLOPED 10.2 oars R^ SLOPE w IN020 &AS ELOPED FOR LSE E-EULDSZ 8E15.LdE i4 J J 0 c4 0 A-2.02 ELEY.. 71:' \ EIEY.: m0 ROOD ELEVATION .I'-O' bPo' ESTABLORED GRADE \ONG;:!-1: Y WEST (FRONT) ELEVATION EiPF. GLASS 7 7 0 EAST (REAR) ELEVATION BOARD l'ORIED EDUCCO SOUTH (SIDE) ELEVATION g caoRrre SIICCO 1.1614 GMT 00,701 AYCCOEMEN 0100.1111,0 NAIL. STN. 7 0 IWAR TERRACE ELAN ELEY. SECOND RIX.R SLAB mm ION.l C' EE,1i IEDNFADE sr.. \BK�I �YPiCN 7 REAP TERRACE ELAN N.m fox RPE MANE,. FL nceo Pnw. r-m B�, n W�ogrFPCE Nv.YD ' TILN ACT T 1 7 7 MINTEDBOARD E, i NORTH (SIDE) ELEVATION MN CONY MOON 30.0 ROW ANOVA / ELEV. . 4E-0. FLOOR E45 'NAND.,. D. yA# ROOD ELEVATION .,' 6 N�4vPBDL�Cf+Pce frVINOT. EE A-3.01 DRAM dECKED E SCAL Jam. 40 WEST (FRONT) ELEVATION �� n2 � ±®© 1 SOUTH (D!a (SIDE) N ^ _, NORTH(SIDE)EEEUIO,N 41, «CElolN*A7 SECTION SECTION LabMIMS NUM APFROVEDDT 22.22EEc,`fl'awroreaers TO OE ESOINEJEMBEIREOFER FOR MOPE DEW./ M..LALOa4AiP.Ne /41mvwm 1YHF.N Wfl 1.1.12 BRIM, � 12221.4 N .4', E• yY ter eon sq i R=� MA ATM PPIPIEC COAL COAieb HLLLOW 0&K ti�DR9IALL cEILNG lnPl Q III la. MP, c> fER10K COA,0.0N,EC HOLLOW De... MOO- •LYM.Yi84 PARTIAL LOW WALL FENCE FLOOR PLAN A"„ EN MGWIE2,1022,12111222,0873 LeTla CAP (BEE ANCOCML,>,N ESE NNb1MEE RAO SECTION L FL.) B' wlaMOON anew IRON (TYPICAL) SECTION ECKN-I, SLAT WE PETAL („PICK, ET MEM.. FOR APPROVAL SECTION "E" 6,0,15110111111,1116. 221.6121268 RPPM., RhLRO GALE MICR IBT .®WIDE e'-P1' NIGH PRIORtO FAMLAiIW OMERBW BEPA 2E MeV, ieff maa�nAwi 250E 921221a PL SLOT RR. DETAIL CM WALL— MEOW SINTP COLta FOR APPROVAL, r ODfi181.0 FWOH1,6 8`I HIGH ALIfIKMIORIOONIAALL ro1K WW20FFICITETET L FENtE, SLAT M. DUAL FOR *PROVO, ...„11.01(6PrnN r LNEN000Itl.&WIN I -- LWOTON. 91,90M TRICK) METQ4)1 MEMO, (EETWD, FRONT GATE ELEVATION D4 BROWN ANODGID— AMMO RAT 5/12 1222.0. mM AMGH ROLF KM flEVD• sff ELE ATIW KEPI"L. -rNOTiC81- COOSITOCTO1771-1, TOM 1212M TO WORK TOGETHER WITT O d t 1- 4 v 9•s�pf Mto x 22N c155 eL O'S F *S HVALUMRMNORIWVK TOM rErArta FeEE, I En zz BOAT FENCE I AIL FOR APPROVAL, (TYPICAL, EST 011.9. MS MOLL— ZMG,HI BRILCO MON(TYPICAL, SOUTH GATE ELEVATION A-4.02 MOM DAM YULE File ID 15-01637 Miami istoric an,: EnvironmentPreservatiol l ! oard Resolution: HEPB-R-1 6-003 January 5, 2016 Item HEPB.4 Mr. David Freedman offered the following resolution and moved its adoption: A RESOLUTION OF THE MIAMI HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD APPROVING, WITH CONDITIONS (ATTACHED AS EXHIBIT A), AN APPLICATION FOR A SPECIAL CERTIFICATE OF APPROPRIATENESS FOR NEW CONSTRUCTION LOCATED AT 713 NW 7TH STREET ROAD, WITHIN THE SPRING GARDEN HISTORIC DISTRICT. Upon being seconded by Mr. Todd Tragash, the motion passed and was adopted, as amended, by a vote of 6-0: Mr. Timothy A. Barber Absent Mr. David Freedman Yes Mr. Jonathan Gonzalez Yes Dr. William E. Hopper, Jr. Yes Ms. Lynn B. Lewis Yes Mr. Hugh Ryan Absent Mr. Jordan Trachtenberg Yes Mr. Todd Tragash Yes Megan Schmitt Preservation Officer STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) Execution Date Personally appeared before me, the undersigned authority, Megan Schmitt, Preservation Officer of the City of Miami, Florida, and acknowledges that she executed the foregoing Resolution. SWORN AND SUBSCRIBED BEFORE ME THIS \ CI DAY OF kinUCfV'� .2016. P) eCH-K-i7_ 4/--kl !(Ct Print Notary Name Personally know or Produced I D. Type and number of I.D. produced Did take an oath or Did not take an oath Notary Public State of Florida My Commission Expires: reasstrabouar BEATRIZ ALVABEZ;; _ `. iQN MY COMMISS.FF;OII Q EXPIRES; NaysrpheP2Q; 29,17.-; Bonded Thrut4Ol3ryP0..tlxJoryrr 6:.'. �nwmmwww.p.,� HBPB-R.16.O03 EXHIBIT A Conditions 1. All glass shall be clear. 2. The exterior wall finishing shall be as indicated in Sheet A3 of the plans, which is 5/8" stucco - with simulated -planking on top-of-the-8 -concrete masonry -units-. 3. The applicant consider a tile roof instead of an asphalt shingle. 4. City Historic Preservation staff shall oversee the design details with the goal that the new building pay some homage to the frame vernacular building that existed on the property before, such details shall include but not be limited to the representation of horizontal siding in a contemporary way. 5. This Certificate of Appropriateness is subject to approval by zoning, building, and all other required city departments. 0 TARIMATEC VERTICAL COATING HOLLOW DECK TEC NC MODEL # I_UNA-2364 SO GLASS GARAGE DOOR WITH SILVER ANODIZED ALUMINUM FRAME NOD TO PREVIOUS HOUSE: THE DESIGN OF THE HOUSE PAYS HOMAGE TO ITS PREDEC ESSOR THROUGH THE APPLICATION OF THE HORIZONTAL TARIMATEC BEGINNING AT THE FRONT FACADE, AND WRAPPING AROUND THE SIDES. THE FRONT PORCH AND ITS LOC ATION IS ALSO A NOD TO THE PREVIOUS PORCH. OSMOOTH STUCCO FINISH WITH SHERWIN WILLIAMS IBIS WHITE PAINTED OVER OGREY TINTED LOW-E IMPACT RESISTANT GLASS WINDOWS WITH SILVER ANODIZED ALUMINUM FRAME LEGEND: (SHERWIN WILLIAMS C OLOR COLLEC TION) IBIS WHITE COLOR N E9 SW 7000 OSILVER ANODIZED ALUMINUM FLAT BAR RAILING OSO1D WOOD ENTYY 0 SILVER ANODIZED ALUMINUM O PROFIT MODERA LEDGESTONE INTAGLIO GATE N REAR ELEVATION SC ALE: 3/16"=1' - 0" NORTH (SIDE) ELEVATION SC ALE: 3/16"=1'—T" REVISIONS ST s; 6.7 HEP-3.01 cuEsKrol LAG. SCALE VAPIN 140.00' 0 00 ,0 OA00Oo000OOOOcton00000_0000000_0_00oa I Its I. B Ii• D 0 0 140.00' PRELIMINARi LANDSCAPE PLAN SCALE: 3/32' I' -m" MIAMI 21 LANDSCAPE REQUIREMENTS (Article 9) 20NING. TSAR OPEN SPACE MT LOT RASA REQUIRED PROVIDED A.6 SU SFSPACE 55EouIRED OPEN BY ARTICLE 5 AS sOicATED CN SITE RAN: NET LOT ARE 1 AWN AREA CAI rin r.9 P.I2V TOTAL IMINIKIN/ SX CE LANDSCAPED OPEN SPACE B. Maxi LAWN AREA LBO. PERMITTED._Epy x mze• REQUIRED s n Ani :i aalcla s 11ffiE5 A MINIMUM NO OF TREES REQUIRED PER LOT ACRE 1TSC4 2SZ Ea„ ma :PALMS ALLOWS. NO. TREE PROVIDED xSmz /i u. I OF PALM PERMITTED TO COWL AS STREET TREES ON 1,1 BASIS x SCa. J 0 a A NATIVES REGIII.D. NO. TREES PROVIDE, x SCRs E, STREET TREES LOCATED DIRECTLT BENEATH POWER LIN. !MAX AVERAGE SPAQING Of 25' 04, N. LINEAR FEET ALONG STREET/25 • N. WA ISIENN IRED 15 • No LEE MAN 50Z. OF ALL REQUIRED TREES• ALI S SUALL BE LOW MAINTENANCE t DROUGHT TOLERANT SPECIES ECIES PLANT LIST OTr.KEr BOTANICAL. NAME COMMON NAME D.T. SIZE 1 REMARKS TREES, GE GEIGER E CONOCARP. ERECTA TRIOMBA GREEN BUTTON... ANTI MIN B WT. x 1 DBu, STD, EC, pALMS 63 PE HRUBS: PTrcuOSPERTA ELEGANS ALEXANDER PALM xt MIN 161 WT. OAUT, MATCHED, EG dl Of BALANUS ICACO RED TIP COCOPLUM Ci50NDCO INGLE PEANUT T./ DE DURANTA EREDTA GOLD M AFRICANMOUE, TEDD TRADEEDANTIA PALL DA PURPLE DLEEN GA IA D STENOTAPIXELIM SEOUNDATUM ST. AUGLGTINE FLORATAM A IR SOLID SOD IN R.I. TO ..PLACED WITH SAME SPECIES AS NEEDED. ABBREVIATIONS: DROUGHT TOLERANCE 1 ORIGIN: OAHT. OVERALL WEIGHT MILL MINIMUM X MODERATE ORO.. TOLERANCE TB. TRIANGULAR SPACING GAL. GALLON STG. STAGERRED STD, STANDARD LLX VERY DROUGI. TOLERANT C>rbinlmay DESIGNING BEAUTIFUL SPACES LAURA LLERENA & ASSOCIATES LANDSCAPE ARCHITECTURE 13170 S.W. 1281E Street, Suite 207, Miami, FL 33186 Tel: 305-256-1199 / Fax: 305-256-1155 www.IllerawassoAmIes.com gi DRAM a6xm DATE LR LNDI GB6 First Name: Email: City of Miami Pluming Departnnnt & Office of Zoning http://www.mianigov.cornplarining http// vww.ntiarnigov.com'zonuig E-nnrl eplanpz@milmigov.com Planning (305) 416-1400 Zoning (305) 416-1495 Jessica jsanta- ana@cahlarchitect.com First Name: Jessica Corporation: Cahl Architects Inc Address: 1728 Coral Way City: Miani Erma: jsanta-ana4cahlarchitectcom First Name: Sharon Corporation: Address: 713 NW 7 STRD City: Miami Email: edrnrdo@cahlarchitects.com Project Name: Project Address: City: Master Folio Number. Last Name: Last Name: Collam State: Florida Zp: Phone: (305) 778-4329 Last Name: Castellon State: Phone: Sharon Castellon Residence 713NW7STRD Miami 0131350270900 Florida Zp: (305) 860-9600 State: Special Certificate of Appropriateness Application Collazo 33145 33136 Florida Unit Norther: Zp: Request Number PZ-19-3790 33136 SIGNATURE That under the penalty of perjury, I declare that all the infonrmtion contained in this pemit application is accurate to the best of my knowledge. • That NO work or installation will eminence prior to the issuance of a building pemit and that all work will be perf°med to rraet the standards °fall laws regulating construction and zoning in this jurisdiction. • I will, in all respects, perform work in accordance with the scope of the peanut, the City of Miami's codes and all other applicable laws, regulations, standard and ordinances. • That all infonrntion given will be accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. • That separate pemits may be required unless specifically covered with the submittal of this application. • That there nay be additional penriits required from other entities. • Fees shall be paid prior to the review and issuance of the pemit, as necessary. • Pemit fees are non-refundable APPLICANT OWNER / OWNER REPRESENTATIVE Fht Name: Signature: Date: Last (� � � rust Name:(e) (j Name: � I o?-1 c ct Signature: Date: Last Name: Co IIUz c, COLOR PHOTOGRAPHS OF EXISTING SITE II calil architects A- 1728 Coral Way, Suite 702 Miami, FL 33145 T- 305.860.9600 F- 305.860.9602 E- eduardo@calilarchitects.com Letter of Intent Describing the Nature of Application RE: 713 NW 7 St Rd PZ-19-3790 To whom it may concern: August 15, 2019 I am writing this to inform you that the above mentioned property is going to be a contemporary residence on vacant lot to pay homage to the previous residence and neighboring properties in the neighborhood, blending both in proportion and detailing. Eduardo A Calil, Architects PAINT AND MATERIAL SAMPLES -14 E P-3.0 l a ncj P 3.OZ Tarimatec Uescr)pcon Tarimatec' es. pavimento WPC. esta compuesto de fibras vegetates y parte plasti... Las tarirnas WPC sonde bajo mantenimiento. Dlspopededos formates alveolar ysolido. En el formato alveolar dos acabados Nature (cepdiado natural) y Tecno (ranurado tecnico) con alas de 30colores en total. La mayor gama del mercado. El sistema Tarimatec'# se completa con clips de acorn)/ perfiles dealuminipensu estructura. los mejures materiales para ,garantizar una large durabilidad. Tarimatec, se fabrica en Europa con materiales de pr inera calidad, t to nzndtlatada expe a end eccte, kinrnptl t everte feenico y us been Marketing ampletann rstra oferta parr pavirnentos de exterior. L,7 RESISTENCIA AL IMPACT() Y A LA ABRASION COALTA RESISTENCIA AL FUEGO O NO SE AGRIETA, ASTILLA 0 DESCONCHA 0 NO PRECISA DE TRATAMIENTOS ADICIONALES O INALTERABLE FRENTE A INSECTOS YBACTERIAS 00% RECICLABLE ECO-SOSTENIBLE GRAN DURABILtDAD SUPERFICIE ANTIDESLIZANTE ® BAJO MANTENIMIENTO 0 FABRICACION NACIONAL Innovation ecologica Tarimatec' representa la combination perfecta entre naturaleza y tecnologia para crear un producto que suma la belleza y calidez de la madera can la durabilidad y bajo mantenimiento del PVC. Plasticwood &, el material de Tarimatec', esta compuesto en un 50 %de fibras vegetates (cascara de arroz), estas no provienen de la tata de arbotes. si no que proceden de la reutilizacion de subproductos del cultivo de cereates- Tarimatec`es 100 % recidable, ademas de ser una atternativa eco-sostenible a la madera tropical. ayudando a mejorar el medio ambiente. Tarimatec* es un material idoneo pare exteriares. resistente y duradero sin necesidad de tratamientos adicjonales. no conttene productos toxicos y necesita un minimo de mantenimiento y I4mpieza Tarimatec' perrnanece inalterable en el tiempo. Inctusobajo condiciones climatotogicas extrernas. TIT Tarimatec Cuando naturaleza y tecnologia se unen para crear belleza Componentes Tarima maciza Nature Perfil tarima • 150 x 20 x 2500 mm Tarima hueca Nature Perfil tarirna 150 x 27 x 25001nrn Perfil de inicio aluminio 40 x 10 x 2000 mm Tarima hueca Tecno Perfil tarima 150 x27x2500mm Perfil de termination Nature 180 x 10 x 3000 rnm Clip de fijacidn acero / tornitlo 40 x 45 mm /4.2x 22 mm Rastrel aluminio A Rastrel aluminio B Perfil aluminio F 49x49x3000mm 50x30x3000mm 63x30x3000 mm Componentes Vertical Perfil Annapurna 40 x 4f.J x 3000 mrn Perfil K2 Perfil Mont Blanc 110x 15x 3000 mm 150x 15 x 3000 mm Tecno Gris 2214 Miel 2213 Marron 2212 Wengue 2204 Antracita 2211 Nogal 2321 Teka 2326 Et9tle 33.19, Sandalo 2361 Cozumel 2377 Tarimatee• cuenta con la gama de acabados y colores mas completa del mercado, esto se pone en valor en la coleccide MIX&FUN. en donde invitamos a nuestros clientes ajugar con nuestros colores para crear ambientes onicos y exclusivos, MIX&FUN combina colores y largos para personalizar al maxim cada proyecto con el toque personal del que to imagina. La familia Tarimatec" crece con la aparicon de VERTICAL, tres perfiles nuevos y diferentes para dar solucidn en cualquier acabado vertical desde tachadas a vallas pasando por celoslas o mamparas visuales. VERTICAL invita a maestros clientes a buscar nuevas y diferentes aplicaciones. tosmade%karw,onroow(:wn.raanwarier eksor* no; ruaawa'rtl1141.14. ,uauee:m..4kms ceadonneer.,r. vnsoect exn.msrnr, stoner L w.,44 236 q 8/14/2019 SW7000Ibis White - Sherwin-Williams *-see snee+ -Hip-�.o� c4- HERWIN- WILLIAMS. SW 7000 Ibis White Interior/Exterior Locator Number 260-C2 Color Details Color Family: White & Pastel RGB Value: R-242 l G-236 l B-230 Hexadecimal Value: #F2ECE6 LRV: 84 Due to individual computer monitor limitations, colors seen here may not accurately reflect the selected color. To confirm your color choices, visit your neighborhood Sherwin-Williams store and refer to our in-store color cards. MY STORE: NOTES: https://www.sherwin-williams.com/homeowners/color/find-and-explore-colors/ColorDetailsPrintView?colorN umber=SW7000&print=true ser sn - 41EP3.01- ?3.0t z 48" CAP RAIL OPTIONS SEE PAGE 7.0 4 12'-Y 4 f I I q , jI 4 I _ .-. I_ TRIM RING ELEVATION 3/4" = 1'-0" MOUNTING OPTIONS SEE PAGE 7.0 v POST OPTIONS SEE PAGE 7.0 BAR 71/_ OPTIONS SEE PAGE 7.0 FINISHED FLOOR �--1 CAP RAIL OPTIONS SEE PAGE 7.0 Y I � �• I I O PLAN 3/4" = 1'-0" de" A--12- -1 E � WENTWORTH METAL WORKS 1483 67TH STREET EMERYVILLE, CA 94608 TEL (510) 601-1240 FAX (510)501-1440 PROJECT: SPECIFICATIONS CONTACT: DATE: 04/23/2019 TITLE: ALUMINUM FLAT BAR RAILING SYSTEM SCALE: 3/4" = 1'-0' DRAWN BY: MY DRAWING SHEET: V VIVIVV - 8.0 21/4" A 111 2-1/4" X 7/8" ALUMINUM CAP 2020 S 2X2. ALUMINUM SNAP POST I I I I I I II% III I-. AFBSM 1-1/4" X 5/8" ALUMINUM FLAT BAR FLOOR SPACER AS NEEDED FASCIA BOARD RECOMMENDED MIN 4" X 10" RIM JOIST GRK SS 5/16" FASTENER BOTTOM CAP AS NEEDED SIDE MOUNTING rr 25/8" 25/8"X 1" ALUMINUM CAP A 11 21/2' 2-1/7'5 1" ALUMINUM CAP A 222 3" X 1 -1/4" SAPELE WOOD CAP WDCR 2" X1" WOOD CAP WDHR 2" X 1-1/T ALUMINUM SNAP POST 1520 S 1 12' X 2' ALUMINUM 3 PIECE POST 1520 C 2" X 2" ALUMINUM 3-PIECE POST I 2020 C I ( L _ _ TOP MOUNTING RAILING POST ALUMINUM FLAT BAR 5" X 5" BASE PLATE FLOOR TILE THINSET WONDER BOARD OR CEMENT 3/4" PLYWOOD SST STANCHION 1-3/4" X 5/8" ALUMINUM FLAT BAR AFBLG 0 0.700" ROUND PICKET RPSM 3/4" SQUARE PICKET SPSM 111 ER arm ril IL AP 11111ri4l0 IIII IIII A TRIM RING 6" X 12" WOOD JOIST OR (2) 2" X 8" BLOCKING OR (1) 4" X 8" BLOCKING GRK, SS 5/16" FASTENER 1/2" SHEAR WALL 3/4" SIDING OR 7/8" STUCCO WATERPROOF MOUNTING FINISH GROUT Q POST BY G.C. 03"X41/J"DEEP POST POCKET BY G.C. I -I CONCRETE FLOOR OR CURB 1 1/4" X 5/8" ALUMINUM FLAT BAR RAILING POST POURED MOUNTING WENTWORTH METAL WORKS 1483 67TH STREET EMERYVILLE. CA 94608 TEL (510)601-1240 FM: (510) 601-1440 PROJECT: SPECIFICATIONS CONTACT: DATE: 04/23/2019 NOTES: TITLE: ALUMINUM FLAT BAR RAIUNG SYSTEM SCALE: DRAWN BY: MY DRAWING SHEET: WMW-7.0 � J FACTORY COLOR CHART DECK-RAIL.COM 510/601.1240 In -stock Jeld Wen Marvin Andersen Eagle Kolbe, Loewen Pella SPW Bronze Medium Bronze Truffle White Brilliant White Artic White White White White Bronze Anodized Clear Anodized Bronze 024 White 001 Optional Fast Track White (Martin) Bone White (Martin) Brilliant White Ultra Pure White White Classic White Bone White White Abalone White Linen 032 Sandtone (Andersen) Desert Sand Sandtone - Sand Clay Fossil Pebble Gray (Marvin) - Pebble Gray - - - Putty Gull Gray 007 Terratone (Andersen) Terratone - Terratone Chestnut Bronze (Jeld Wen) Chestnut Bronze Medium _ _ _ Bronze Tuscana Brown _ _ Dark Chocolate (Jeld Wen) Dark Chocolate Bahama Brown Gingersnap Chestnut Brown Regal Brown 059 Black (Martin) Black Ebony Black Coal Black Black Black Black Hartford Green (Jeld Wen) Hartford Green Evergreen Forest Green Hartford Hartford Hartford Hartford Green Green Green Green 050 Mesa Red (Jeld Wen) Mesa Red Wineberry Chutney - Brick Red Statuary Bronze Medium Dark Bronze Bronze Tuscany Brown Medium Bronze Medium Bronze Charcoal Fashion Gray Timberwolf Eldridge Gray Colonial Gray Rustic - Slate Gray Rosewood Boysenberry Boysenberry - - ICI Brown Brick Red Patina Hampton _ _ Patina sage Green 051 �e Shee4 -HER 30t-+tEP-3. oOLP--29 8/15/2019 Modern Architectural Doors Model Z DOORS HOME (https://www.doors4home.com) 1-877-929-3667 (teL1877g2g3667) MENU Q 1-877-929-3667 (te1:18779293667) O �i (singcart.aspx) Modern Mahogany Double Entry Doors with Contemporary Grooves Design Brand: Modern Architectural Doors (/m-15-modern-architectural-doors.aspx) Item #: 5392 Model: Zen-2 Door Size (WxH) 72„x96" (6.-o"x8'-o') + $400.00 Pre -Hanging 1 Help 01(//d2c3cirlfnoo567.cloudfront.net/prehungyesnojpg) No $2,660.00 https://www.doors4home.com/p-5392-zen-2.aspx 8/15/2019 Modern Architectural Doors Model Zen-2 ADD TO CART GROUND DELIVERY SURCHARGE: $300.00 Delivery surcharge for each additional door $35.00. Share 1 Houzz Project: Save 3 Product info PRODUCT DESCRIPTION > Engineered stile and rail construction protects the door against warping, shrinking and splitting > Stile and Rail core contains the same mahogany species and provides superior durability with excellent sound -damping qualities > Wood species: Mahogany > Door thickness: 1-3/4" > Picture illustrates a g6" tall finished doors. Doors are sold UNFINISHED > Priced per pair SPECS: Door Type: Exterior Door Style: Contemporary Wood Species: Mahogany Core: Mahogany Construction: Engineered Stile and Rail Door Thickness: 1-3/4" Pre -hung unit size: 73-1/2" x 81-1/2" 73-1/2" x 97-1/2" https://www.doors4home.com/p-5392-zen-2.aspx -02/5. 8/15/2019 Modern Architectural Doors Model Zen-2 Warranty: 1 Year Limited Manufacturer Warranty ADDITIONAL INFORMATION > ® Manufacturer Warranty (//d3smgugi4r5d3e,cloudfront,net/docs/HCD/ModernArchitecturalDoorsLimitedWarranty.pdf) SHIPPING & LEAD TIMES We ship directly to your job site in the 48 contiguous United States! HOW LONG WILL IT TAKE FOR MY ORDER TO SHIP? > Door/slab (unprepped door), unfinished: 5-7 business days > Pre -hung door (door mounted onto a frame), unfinished: 3-5 weeks HOW IS MY ORDER SHIPPED? Your order will be shipped ground via freight company (LTL). Our shipping is a curbside delivery with lift -gate and pallet jack service. Curbside delivery service provides delivery of your order to the curb at the end of your driveway. This service does not include set up or assembly of items or removal of packaging materials. We will provide you with all necessary delivery information to prepare you for delivery, including: full carrier information, contact numbers, a link to the freight carrier's website and tracking numbers, You will be able to track your shipment online from departure to arrival. The delivery terminal will call you when your item arrives to schedule a delivery appointment. Orders are shipped on a solid and secure crate. The crate is designed to protect your door and ensure that it will arrive in perfect condition. We only ship with freight companies who provide our customers with an online tracking system and superior service. DOORS (n) HOME https://www.doors4home.com/p-5392-zen-2.aspx 8/15/2019 Doors4Home 5446 W US Hwy 290 Service Rd #102 Austin, TX 78735 Modern Architectural Doors Model Zen-2 Toll Free:1-877-929-3667 Local: 1-512-294-2747 Fax: 1-512-597-8394 Email: Info(at)doors4home.com www.doors4home.com (https://www.doors4home.com) f y am O !� (https(14ittOhttrr,elems .: Company Info About us (t-about.aspx) Contact Us (contactus.aspx) Press (press.aspx) Testimonials (t-testimonials.aspx) Careers (t-careers.aspx) Hours of Operation Monday -Friday: goo a.m. - 6.0o p.m. CST Saturday: Closed Sunday: Closed Get our latest deals & offers Your Email Address GO 1e.com) Support Customer Support (support.aspx) My Orders (account.aspx#OrderHistory) Quote Request (quote-request.aspx) Shipping (t-shipping.aspx) Returns (t-returns.aspx) Be$1 of houzz 2014 Bt:st of h houzz 2015 Bosit of h houzz 2016 Be=,t of k houzz 2017 Bciiit t)( 11 houzz 2018 E3(st of h houzz 2019. (http://www.houzz.com/pro/doors4home/doors4home BB Rating: AiiN - asof°1520_9 click for P oiile (http://www.bbb.org/central-texas/business- reviews/doors/doors4home-llc-in-austin-tx- goo71605/#bbbonlineclick) r;1' kYUVALlL»UE Site Map (sitemap2.aspx) https://www.doors4home.comlp-5392-zen-2.asPx q seeshee4- --eP3.o144-4f P3.02 -5 8/15/2019 Contemporary Aluminum & Frosted Tempered (Privacy) Glass Garage Door — Lux �yL Dvui a Shipping Nationwide. Best Prices! Call Us Today (844) 999-2626 Q LUX)GARAGE. DOORS Home Wood Garage Doors Glass Garage Doors Steel Garage Doors Roll Up Doors Vinyl Roll -Up Doors Exterior Entry Modern Doors Exterior Solid Wood Doors Accessories & Openers Contact Us Contemporary Aluminum & Frosted Tempered (Privacy) Glass Garage Door https://luxgaragedoors.com/collections/modern-aluminum-glass-garage-doors/products/contemporary-anodized-aluminum-frosted-tempered-privacy-gl... 4 8/15/2019 Contemporary Aluminum & Frosted Tempered (Privacy) Glass Garage Door — Lux Garage Doors — Custom Sizes Available & Other Aluminum Colors Available - Garage Doors are delivered complete including tracks, springs & hardware Lead Time: 4-5 Weeks $249 Flat Rate Shipping to any residential or commercial id.iress nationwide * $75 for each additional door * Shipments to Alaska and Hawaii, please contact us for a quote Clear Natural Anodized Aluminum & Frosted Satin Etch (Sandblast) Glass Garage Door Width 8' 9' 7' High 2215 $2343 8' High $2374 $2480 10' 12' 16' 18' 2618 $2957 $3763 $5438 $2798 $3127 $4017 5713 The perfect choice to modernize any home the glass garage doors not only transforms garages; it can also be used as an interior loft partition or a versatile patio door to seamlessly merge indoor and outdoor living spaces. At the press of a button, the garage doors are automatically raised, allowing traffic to flow during gatherings. Closed, they create an attractive wall of windows, adding a panoramic view to any living space. Many window options are available to control the degree of Light transmission and privacy. Insulated glass is also available for increased energy efficiency. https://luxgaragedoors.com/collections/modern-aluminum-glass-garage-doors/products/contemporary-anodized-aluminum-frosted-tempered-privacy-gl...t; 8/15/2019 Contemporary Aluminum & Frosted Tempered (Privacy) Glass Garage Door — Lux Garage Doors Aluminum Color Options Clear Anodized Aluminum (Natural Color) White Powder Coat Aluminum Black Anodized Aluminum Dark Bronze Anodized Aluminum Other colors are also available Specifications: 1. Aluminum Finish: Natural Anodized Aluminum 2. Frame Thickness: 2-1/8" Rust -proof Aluminum Frame 3. Frame Color Options: Natural Anodized Aluminum, Powder Coat White. (Other Colors are available for additional cost: Anodized Dark Bronze, Anodized Black, Powder Coat Black and Powder Coat Brown) 4. Glass Thickness: 1/8" Single Pane Tempered Frosted Glass 5. Custom Capabilities: Size, Finish, Glass 6. Maintenance Level: Low https://luxgaragedoors.com/collections/modern-aluminum-glass-garage-doors/products/contemporary-anodized-aluminum-frosted-tempered-privacy-gl... 3 8/15/2019 Contemporary Aluminum & Frosted Tempered (Privacy) Glass Garage Door — Lux Garage Doors 7. Packaging: Loose 8. Project Type: New construction and replacement Track and Hardware Details: 1. Spring Type: Torsion, Oil Spring 2. Track Size: 2" Flag & Jamb Bracket Jambs 3. Track Mount: Bracket 4. Track Lift: Standard (High Lift or Low -Lift available for additional cost) 5. Track Radius: 12" or 15" 6. Packaging: Loose 7. Rollers: Heavy-duty steel ball bearing rollers with nylon tires provide quiet operation 8. No lock hole Construction ClearView Aluminum Strut Full View Glass Panels - Aturninum Panel Bottom Weathe' Seal Exteor Handles • 2" thick extruded commercial -grade aluminum frame provides durability, low maintenance and corrosion resistance o Tongue and groove section joints and bottom weather seal. provide additional protection against the elements • ClearView Aluminum Strut System does not restrict viewing area and adds strength and durability to doors 16' to 24'wide • Wind load options available to meet local building codes - Attractive, modern exterior handles (2) included Available in 21"and 24"section heights; 18" for odd height doors • Available in 1"width increments up to 24' 0 SHARE IF TWEET PIN IT NEED HELP https://luxgaragedoors.com/collections/modern-aluminum-glass-garage-doors/products/contemporary-anodized-aluminum-frosted-tempered-privacy-gl... 502 Shy -+tEP 3.01 c 4+P3 8/15/2019 Casement Window Series 238SN - CGI Windows : CGI indows b INFO DOORS Dealers Architects WINDO HOME WINDOW CASEMENT WINDOW SERIES 238SN Casement Window Series 238SN CGI's Sentinel impact resistant casement windows have very clean lines and incredible eye appeal with the advantage of quality aluminum construction. Blog, WHAT TYPE OF WINDOW IS RIGHT FOR YOU? Casement Windows/ Project-Out/Awning' peddAkip d ows Designer Fixed Wirglithising Windows Horizontal Rolling Windows DO YOU NEED MORE INFORMATION? Privacy - Terms https://cgiwindows.com/window/sentinel-by-cgi-casement-window/ 1/3 8/15/2019 Casement Window Series 238SN - CGI Windows : CGI Windows CGI's impact resistant 238 series of casements, and project -out windows have matching sight lines which allows them to be used interchangeably throughout your home. Finishes Hardware Glass Collections Features Optional Items Sizes NOA/Performance Energy Values Photos Available Finishes White Bronze Clear Anodize Note: that it is typical for anodized finishes to have color variation and dye and processing marks that occur during manufacturing. These are not considered defects or covered under the warranty. hJ 1111-YAp :i S ETTER CONTACT Toll Free 800-442-904: Privacy- Terms https://cgiwindows.com/window/sentinel-by-cgi-casement-window/ 2/3 8/15/2019 Fixed Window Series 130 - CGI Windows : CGI Windows INFO Who Is CGI? DOORS HOME WINDOW FIXED WINDOW SERIES 130 es 130 Like 0 Tweet Fixe d Win dow Seri WINDO The Sentinel Rectangular Fixed impact window is available in sizes up to 33 square feet and offers a narrow frame design allowing you to maximize your available glass area. The fastener covers finish off this product choice nicely making this a very clean looking window for any room in your home. Architects Blog LLEC 1/4041116ERI S Q WHAT TYPE OF WINDOW IS RIGHT FOR YOU? Casement Windows' Project-Out/Awning WVhaeddows Designer Fixed v 11\itgisiAlsing Windows Horizontal Rolling v Windows DO YOU NEED MORE INFORMATION? Privacy- Terms https://cgiwindows.com/window/sentinel-by-cgi-fixed-window/ 1/3 8/15/2019 Fixed Window Series 130 - CGI Windows : CGI Windows Finishes Hardware Optional Items NOA/Performance Glass Collections Features Sizes Photos Available Finishes White Bronze Energy Values Clear Anodized Note: that it is typical for anodized finishes to have color variation and dye and processing marks that occur during manufacturing. These are not considered defects or covered under the warranty. Blog Careers Contact Doors Collections Privacy Policy Sitemap Info Windows Contact Us CGI NEWSLETTER Fields marked with an * are required Name * Aj_121:Liq CONTACT Toll Free 800-442-9042 3780 W 104 Street, Hialeah, FL 33018 Showroom Available By Appointment Only Directions Privacy- Terms https://cgiwindows.com/window/sentinel-by-cgi-fixed-window/ 2/3 8/15/2019 Sliding Series 150 Doors - CGI Windows : CGI Windows Who Is CGI? DOORS HOME DOOR SLIDING SERIES 150 DOORS Slidi ng Seri es 150 Doo rs The Sentinel Sliding Glass Door is a value priced offering built with many standard features that CGI customers have come to expect. The Sentinel Sliding Glass Door is available in many sizes and configurations including two track (up to 4 panels), three track (up to 6 panel), and 4 track (up to 8 panel) configurations with our without pocketed doors and is available with individual door panels as large as 41/8x10. WINDO WHAT TYPE OF DOOR IS RIGHT FOR YOU? Sliding Glass Doors French Doors v DO YOU NEED MORE INFORMATION? Privacy- Terms https://cgiwindows.com/door/sentinel-by-cgi-sliding-glass-door/ 1/3 8/15/2019 Sliding Series 150 Doors - CGI Windows : CGI Windows The Sentinel Sliding Glass Door includes top of the line standard features not always offered in other competitive products such as concealed installation fasteners, tandem stainless steel rollers, mitered corner detailing, stainless steel fasteners, class I anodized sill track and a screen that is built as tough as many door panels. Finishes Glass Hardware Collections Features Optional Items Sizes NOA/Performance Photos Available Finishes White Energy Values Bronze Clear Anodized Note: that it is typical for anodized finishes to have color variation and dye and processing marks that occur during manufacturing. These are not considered defects or covered under the warranty. EDBA Privacy- Terms https://cgiwindows.com/door/sentinel-by-cgi-sliding-glass-door/ 2/3 s � s - ?3.o ? 8/15/2019 louvers I Ideal Aluminum Products iDeal r411mm Fence v Gates Specialty '- Gallery Informal f G* tir 0 Louver Uprights -- (Punched To Receive Blades) Louver Center Mullion (Punched To Receive Blades) ideal-ap.com/louvers/ 8/15/2019 louvers I Ideal Aluminum Products iDeal alumirum Fence v Gates v Specialty v Gallery v Informal f G• 1► Our louvers are built with 2" aluminum oval blades that are fully welded in a heavy duty 6063 T5 aluminum frame with punched mullions to insure the blades stability. •✓ Solutions > Dumpster Enclosures > Window Screens > Sunshades > Privacy PROUDLY trSti>k MADE IN I LIFETIME 4 USA Options > 6' & 8' Wide Sections > 48", 60", 72", 84", 96" High > Available in All Gate Styles > Single Gates up to 24' Openings > Double Gates up to 40' Openings Standard Colors: Black, White, Bronze, Hunter Green MEM Specification Drawings Louver Panel Louver Double Swing Gate Additional Information Louver Brochure 3-Part Specs Green Leed Information We take pride in delivering only the best. We're a company born out of a passion for making great products. ideal-ap.com/I ouve rs/ 8/15/2019 louvers 1 Ideal Aluminum Products 'I De a l aWminum 4"' Fence v Gates Specialty v Gallery v Informal f G+ er ideal-ap.com/louvers/ 3/5 Detail A Post Cap (Options Available) Top Member 2T"x 1.40" Post Size Varies (See Order Form For Size Options) Louver Blades 2" x 0.375" Louver Side Frame, 2 i" x 1 i" Louver Center Mullion, 2 i" x 1 4" Bottom Member 2 i" x 1.40" Post Footing (Depth Will Vary With Post Length) T 1 Panel Width Varies Notch to Notch (Shown As 72") i Louver Fence Panel 01 '" 0% Visibility Scale: NTS 1.275" H 1.4" f -- H 1.25" H 1.125" H ijp 12la _ N II H1.25"H Top & Bottom Blade Uprights Center Mullion „ Louver Material Specs 01 Scale: NTS Detail A Rails Screwed © Post Post Punched (To Receive Rails) Rails Over Hangs Uprights Approved By: Louver Fence Panel iDeal Aluminum Quote #: iDeal aluminum fence gates railing DRAWING NOTEs: Don't Scale From Drawings. Please See Our Fence & Gate Style Sheet For Other Options. Louver Series Fence Details Drawn By: JMixon Drawn Date: 26-Nov-13 2000 Brunswick Lane Phone: 386.736.1700 Deland, FL 32724 Fax: 386.822.4956 1 OF 1 A Beginner's Guide TO MANUFACTURED STONE VENEER When it comes to selecting the right materials for your project, it's important to consider every last detail during the design phase in order to streamline your processes on the job site later. We've put together this guide to help you and your clients better understand manufactured stone veneer and, ultimately, select the material that's best -suited for the job. See Sheer+ -RE P--3.01 anj-}��1�-3.c�E.F.D 0 k • • • in• i• Intaglio Cast -Fit, Watortable Sal Intaglio Pro- E:t Modena Ledo estone 6 The aroauo colon ru.see are as accarite ameno,flocography a:a piinting temniquo.lcw. We suggest youloviat pofhict ,arrolesbetere you oleo rain, • ",:„:-„,„4„, „. PRO-FIT"'NIODF RA IMESTO N 11 •Ve ,-ro-P•t elgestone DETAILS ON NCRET1-11, WALLS PRODUCT DIMENSIONS Er INSTALLATION DETAILS CULTURED STONE MORTAR JOINT MORTAR SETTINE E� CMU WALL REE7AR NHERE OCCURS 6R.OJrED CELL NI-SRE OCCURS Q CULTURED STONE OVER CMU SCALE N.T.S. �---- CULTURED STONE - MORTAR JOINT - MORTAR SETTING BED ` POURED IN PLACE CONCRETE WALL REBAR WHERE OCCURS INSTALLATION SCALE 3/4°=1' Q INSTALLATION ON CONCRETE WALL SCALE AS NOTED CULTURED STONE MORTAR JOINT MORrAR SETTING BED PREPARE SURFACE FOR MORTAR ADHESION SEE TABLE I OF THE INSTALLATION INSTRUCTIONS. TROWLED SURFACE MAY REEL ADDED PREP. TILT -UP CONCRETE WALL RHEAS WHERE OCCURS CULTURED STONE Q OVER TILT -UP WALL SCALE I uS" 1.800.255.1727 culturedstone.com 052418 0 2018 Cultured Stone PRELIMINARY ZONING REVIEW — HEPB REVIEW PLANNING AND ZONING DEPARTMENT 713 NW 7 ST RD Zoning Designation: T3-R NET District: Overtown Review Date: September 19, 2019 The project is subject to a Zoning review and compliance with the requirements of the Miami 21 Code, as applicable. The following comments were generated based on a review of the submitted plans and associated documents to assist in permit applications based on the applicant's modifications of the project / plans as required herein. The following comments must be satisfactorily addressed, with written responses provided to the Office of Zoning. CODE ISSUES TO BE ADRESSED: 1. Article 3, Section 3.3.4: "For the purposes of this Code, Lots are divided into Layers which control Developrnent on the Lot." ® On the site plan indicate the required layers. The 1st layer is the first 20' of the lot from the base building line. The 2nd layer is the following 20' and the 3rd layer is the remainder of the lot. 2. Article 3, Section 3.8.4.1(b): "At intersections of driveways with Thoroughfares with Building Setbacks: Visibility Triangles shall be maintained to include an area bounded by the first ten (10) feet along the intersecting edges of the Base Building Line and the driveway." ® Provide details of the required visibility triangles and or label the distances of triangles. 3. Article 4. Table 4 Density, Intensity and Parking, T3- Sub -Urban Zone: "Minimum of 2 parking spaces per principal Dwelling Unit". • Add the required parking spaces graphically. • Ensure it meets minimum parking standards. 4. Article 5, Section 5.3.1.h. Accessory Structures shall follow the setbacks for Principal Buildings as shown in Illustration 5.3. One (1) Story, non -habitable Accessory Structures, of a maximum of two hundred (200) square feet or ten (10%) of the Floor Area of the Principal Building, whichever is greater, shall be located in the Second or Third layer of the property and shall be setback a minimum of five (5) feet from any side Property Line and ten (10) feet from any rear Property Line. Setbacks for such structures may be reduced by Waiver. • Elevated pool area is considered as an Accessory Structure, Rear setback is ten (10) feet from any rear Property Line and 5' from the side. 5. Article 5, Section 5.5.2(b): "Encroachments shall be as follows: At the First Layer, cantilevered Awnings and entry canopies may encroach up to one hundred percent (100%) of the depth of the Setback; except as may be further allowed by Chapter 54 of the City Code; above the first Story, cantilevered balconies, bay windows, roofs and Facade components promoting energy efficiency such as shading and Screening devices that are non -accessible, may encroach a maximum of three (3) feet into the Setback. Other cantilevered portions of the Building shall maintain the required Setback. At the Second and Third Layers, no encroachments are permitted." • Provide projection of the stairs/steps into the 1st layer. ®. Porch column/2 story balcony column not allowed in the 1st layer as it is part of the building. Building setback is 20' in the 1st layer. Reviewer: Jonat an T o e • 2"d story balconies and building overhang is project into the front setback. • Show all floor plans in context with the property lines. Dimension all setbacks and encroachments on all levels. 6. Article 5, Section 5.3.2(f): "AII outdoor storage, electrical, plumbing, mechanical, and communications equipment and appurtenant enclosures, shall be located within the Second or Third Layer and concealed from view from any Frontage. These shall not be allowed as Encroachments, on arty required setback." • On the site plan indicate the location of the pool equipment. Ensure that they are located in either the 2"d or 3'd layers. 7. Article 5, Section 5.3.2.e. Building Heights shall be measured in Stories and shall conform to Article 4, Table 2 and be as shown in Illustration 5.3. The first -floor elevation of a Principal Building shall be a maximum of two and a half (2.5) feet above grade, or as regulated by FEMA, whichever is higher. A flat roof shall be a maximum of two Stories and twenty-five (25) feet. A pitched roof shall be a maximum of twenty-five (25) feet to the eave and shall not exceed ten (10) feet overall Height above the second Story. • Indicate FEMA / Base Flood, as indicated on the survey. Survey states 9'. 8. Article 5, Section 5.3.6(b): "At the First Layer, pavement shall be limited as follows: Impervious pavement shall be limited to thirty percent (30%) of the area and pervious pavement shall be limited to sixty percent (60%) of the area; a combination of pervious and impervious pavement shall be limited to sixty percent (60%) of the area in the First Layer." • Provide calculations which illustrates the amount of impervious and pervious pavement within the 1st layer (front setback). Ensure compliance with the regulation above. 9. Article 5, Section 5.3,5(b): "Roof materials should be Tight -colored, high Albedo or a planted surface." • Add a note to the roof plan matching the specific language of Article 5, Section 5.3.5(b). 10, Article 5, ILLUSTRATION 5.3 SUB -URBAN TRANSECT ZONES (T3) • Plans state 3 parking spaces, Provide locations. Parking is only 30% of the Fagade. 11. Article 5, Section 5.3.6.a. A minimum of one shade tree shall be planted within the First Layer for each fifty (50) feet of Frontage Line. • Provide required shade tree. Not part of Landscape legend. 12. Article 9, Section 9.3.3: "A vegetation survey shall be provided for all sites at the same scale as the landscape plan. The vegetation survey shall be accompanied by an aerial photograph which outlines the subject site without obscuring its features." • Provide the required vegetation survey of the existing trees on site. • The relocation or elimination of any existing trees requires approval from the Environmental Resources Division. 13. Article 9, Section 9.3.2(b): "The landscape plan for development other than provided for in 9,3.2 (a) above, shall be prepared by, and bear the seal of, a landscape architect licensed to practice in the State of Florida, or by persons authorized by Chapter 481, Florida Statutes, to prepare landscape plans or drawings. Preliminary landscape plans shall be provided as part of the submission for approval. • Section- Open Space, Line B. Sod are is 50% of lot area. • Provided trees shows, 0 but the site is providing 3. Update. Reviewer: Jonathan T oTe J.4. Article 9, Section 9.3.4: "An irrigation plan shall be submitted if an irrigation system is required by this code or where an irrigation system is to be provided regardless of code requirements. Where a landscape plan is required, an irrigation plan shall be submitted concurrently." • Provide the required irrigation plan. Can be conditioned to Building permit. 15. Article 9, Section 9.5.3(b): "Street trees shall be of a species typically grown in Miami -Dade County which normally mature to a height of at least twenty (20) feet. Street trees shall have a clear trunk of four (4) feet, an overall height of fifteen (15) feet and a minimum caliper of three (3) inches at time of planting, and shall be provided along all roadways at a maximum average spacing of thirty (30) feet on center, except as otherwise provided in this Article." • Provide the required street trees at 15' GENERAL COMMENTS TO BE ADRESSED: 1. Show all floor plans in context with the property lines. Dimension all setbacks and encroachments on all levels. 2. Miami River Green- Design Guidelines - Miami 21. (Planning Review Required) 3. 3.10 HISTORIC PRESERVATION STANDARDS- "See Chapter 23 of the City Code, titled Historic Preservation, for regulations and additional height requirements. Spring Garden- Historic Districts. (Historic Preservation Review Required) 4. The property is within an area designated as having a Moderate Probability of finding historic or pre -historic artifacts. Any ground disturbing work in this area will require a Certificate to Dig from the Planning & Zoning Department's Preservation Office. 5. Provide 2 full sets of revised plans (11" x 17"). All Plans must be signed and sealed plans. 6. Provide a written narrative responding to all of the zoning comments. Additional comments will be provided upon review of a detailed re -submittal. The City of Miami reserves the right to comment further on the project as re -submittals are provided and •may revise previous comments based on additional information provided. MAY Reviewer: Jonat an T o e 3 1) 2) 3) 5) 6) 7) 8) 9) 10) 11) MARTINEZ & MARTINEZ ENTERPRISES, INC. Business License # 7702 7179 W. 13 Avenue, Hialeah , Florida 33014 Email:plspsm@gamil.com Cel: 786-277-4851 Website:martinezandmartinez.com Property Address: 713 NW. 7 STREET ROAD, MIAMI, FL. 33136 LEGAL DESCRIPTION: Lot 27 , in Block 10, of " SPRING GARDEN " according to the plat thereof as recorded in Plat Book 5 at Page 38 of the Public Records of Miami -Dade County , Florida. SURVEYOR'S NOTES: The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. This Certification is only for the lands. as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. Accuracy: The expected use of the land, as classified in the Standards of Practice , is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. The surveyor does not determine fence and/or wall ownership. Ownership subject to OPINION OF TITLE. Type of Survey: BOUNDARY SURVEY. Flood Zone: AE Base Flood Elev.: 9.00 as per map 120650, Suffix L, Panel 0314 Date of Panel 9-11-09 12) A complete list of abbreviations used in this survey are shown on the back of this sheet. 13) Survey # 14-207E 14) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) SCMD Land, LLC B.) Sharon Castrillon C.) Maribel Cortes Up -date: 12-11-2015 Up -date: 03-03-2016 Up -date: 1-31-2017 Up -date: 5-16-2019 -' Page 1 of 2 A AC ADON ALUM APPROX ASPH AVE .. BC BL BLDG ELK BLVD BM BNDY &OTT CME C/Calc CS CD CHB CIE c&G CL CLF CM CNP CO COL CONC CONST COORD COR CDY CR CS CT CIJLV 0 D8 DC OCR DEFL DIA DIST DR DRA DE DNS Div E ENC ELECT EL ENCL ESNT EOM EXIST FCW FRO FEMA FiRM FF FFE FH Legend of Survey / Abbreviations Arc Length Alr Conditioner Addition Aluelnua Approximate Asphalt Avenue Broeard County Base Line Biding Block Boulevard Bench Mark Boundary Bottam HT Canal Maintenance Easement HW Calculated Catch Basin Chord Distance Chard Searing Concrete Block Curb & Gutter Center Line Chain Link Fence Concrete Manuaent Corrugated Metal Pipe Cleanout Caluna Concrete Construction Coordinate Corner Covered County Road Concrete Slab Court Culvert Deed Deed Book Dade County Dade County Record Deflect or Deflection Diameter Distance Drive Drainage Retention Area Drainage Easement Drawing Driveway East Encroach Electrical Ei.evetion Enclosure Easement Edge of Water Existing Found Concrete Monument Found Federal Emergency Nanageaent Agency National Flood Insurance Program Finish Floor Finish Floor Elevation Fire Hydrant FIP FL FM FT FE GAR CR GO $NO GOYT GPS GN HORIZ HP HWL IP IY LYE L LP LT MINT WAS MAX MH M MIN KKR MN MO N MSL N N&D HAD 83 NE NO N. Rad NTS NGYO NW NFIP OHC ORB P PAR PAT PAY PB PC PCP PED PC PI PK PL PLTR P08 PP PRN PROJ R RAD REF RES RET Found Iron Pipe/Pin Flowline Found Nall Feet or Foot Flowage Easement Garage , Guard Rail Grade Ground Government Gtobat Positioning Systaa Guy Wire Horizontal High Point Height,: Head Wall High Water Line iron Pipe Invert Lake Maintenance Easement Length Light Pale Left Maintenance Masonry *axial Man Hole Field Measured Mlnlaua Marker Mean Monument Kean Sea Level worth Hall & OisK`� North American Datum of iS83 Northeast Nueber Not Radial Not to Scale National Geodetic Vertical Datum Northwest National Flood Insurance Program Overhead table Official Record Book Plat Parcel Patio Pavement Plat Book Point of Curvature Permanent Control Point Pedestal Page Point of Intersection Parker Kalon Nall Property Line Plantar Point of Beginning Power Pole Permanent Reference Monument Project Record by Plat/Deed Radtat/Radius Reference Residence Retention/Retaining ANC RP RR Rti R/W S SAN SCM SCN SE SEC SEW SIP SN SP SPEC SD FT or SF -SR ST STD STA STN STRIC STY S!i8 SW SWK T TBM TEL TEMP T08 TOP TR TRANS TWP TYP UE UGD USES UTIL UB Y VAR VC VOL W WO lone WNW WT WY A 0' 0' 0° a l.aa 0 xt0.0 0 i +/a Range Radius Point Railroad Road Right -of -Way South Sanitary Sat Concrete Monument Screen Southeast Section Sewer Set Iron Plpe/Pin Set Nall Screen Porch Specification Square Foot State Road Street Standard Station Storm Structure Story subdivision Southwest Sidewalk Tangent Temporary Bench Mark Telephone Temporary Top of Bank Top of Pipe Tract/Trall Transforeer Township Typical Utility Easement Underground US Geological Survey Utilities Utilities Box Vertical Varles Vertical Curve Values West woad Water Meter Water Main Water Table Water Valve SYMBOLS Delta Angie Degrees Minutes Seconds Feet When Used in Distance. Inches When Used In Distance Existing Elevation Preposed Elevation Proposed Surface Flaw Set iron Pipe or Ptl.with Cep 6E443. unless otherwise shown Wore or Less Distance Not Supported by Field Measurement SKETCH OF SURVEY SCALE: 1" = 20' (65' TOTAL R/W. PER THIS PLAT) NW. 7 STREET ROAD 37.5' PAVEMENT 2' CONC GUTTER 7.3' PARKWAY L=14.64' R=319.60' A2'37'28' CONC. SLAB FIP. 1 /2' NO.ID 0.20 —/1- 1.00' 0.50' 0 LOT- 28 BLOCK-10 5' CONC. SIQEVALK FDH 35.34 7 FIP. 1 /2' P:C 0 NO.ID 0.60' 1.50' ROCK WALL 2.00' 1.50' WALL FOUND NAIL VACANT LOT-27 BLOCK-10 GAZEBO a 22.00' 44 a.° THISVEY-MAP OR.^THE COF,1850,a1REOF ARE N0 VAL WITMOUT T t-SiCNATU E''': AN TH ORIGIN -AL RAISED SEAL OF A F DA LICENSET SURVEYOR & MAPPER.• U LOT-26 BLOCK-10 —0.60' EDGE OF WATER--7 G2.3' SEA WALL 50.00' SEYBOLD CANAL FOUND NAIL —w— Overhead Wire Line —q—Wood Fence — x — Chainlink fence f"udi d ��=Existing Elevations =Water Meter =Catch Basin =Power Pole ;}- =Light Pole F.DH. =Found Drill Hole F.N&D. =Found Noll & Disc. FIR. =Found Iron Reber Sheet 2 of 2