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CC-07-21-1905 BUILDING CERTIFICATION PART 2Miami -Dade County 30/40 Year or Older Recertification Services Broward County Building Safety Inspection Program Services HOUSE OF Commercial Infrared/Thermography Inspection T H E R M O G R A P H Y Residential Infrared/Thermography Inspections Forensic Infrared/Thermography Inspections Aerial Infrared/Thermography Inspections www.houseofthermography.com 1 (786)-230-6065 1 admin@houseofthermography.com 79.5 °F Image Parameters Emissivity 0.95 Distance 2.07 ft Reflected temp. 81.0 OF Relative humidity 61.0% Atmospheric temp. 81.0 OF Ext. optics trans. 1.00 Measurements Bx1 Max 111.5 OF Min 65.6 OF n 4000 3000 2000 1000 File information Camera information File name IR_15394.jpg Camera model FUR E85 Width 288 Lens FOL18 Height 384 Camera serial 7851908� Minimum temp. 65.6 OF Range max. 248.0 OF Maximum temp. 111.5 OF Range min. -4.0 OF Temperature Delta 45.9 Field of view 23.50 OF Bx1 91.1 89.3 87.5 85.7 0 20 40 60 80 100 12 gym" rt Kor I Q• c'nC N 25-51-35"0 W 80°11,1 51 l 9111 533 581 0 - 70.0 80.0 90.0 100.C°F I , 100 m�- House of Thermography I Infrared Thermography Inspection Report I Project #05250201 180 200 px FL 915 I0 Page 33 of 39 Miami -Dade County 30/40 Year or Older Recertification Services Broward County Building Safety Inspection Program Services HOUSE OF Commercial Infrared/Thermography Inspection T H E R M O G R A P H Y Residential Infrared/Thermography Inspections Forensic Infrared/Thermography Inspections Aerial Infrared/Thermography Inspections www.houseofthermography.com 1 (786)-230-6065 1 admin@houseofthermography.com d8.6 °F Image Parameters Emissivity 0.95 Distance 2.33 ft Reflected temp. 81.0 OF Relative humidity 61.0% Atmospheric temp. 81.0 OF Ext. optics trans. 1.00 Measurements Bxt Max 114.0 OF Min 52.0 OF n 8000 6000 4000 2000 0 f File information File name IR_15396.jpg Width 384 Height 288 Minimum temp. 27.6 OF Maximum temp. 114.0 OF Temperature Delta 86.4 'F 83.9 83.0 92.1 81.2 Camera information Camera model FUR E85 Lens FOL18 Camera serial 785190W Range max. 248.0 OF Range min. -4.0 OF Field of view 23,50 Bxl 0 20 40 60 80 100 120 140 160 180 200 px 30.0 40.0 50.0 60.0 70.0 80.0 90.0 OF I i- House of Thermography I Infrared Thermography Inspection Report I Project #05250201 Page 34 of 39 Miami -Dade County 30/40 Year or Older Recertification Services Broward County Building Safety Inspection Program Services HOUSE OF Commercial Infrared/Thermography Inspection T H E R M O G R A P H Y Residential Infrared/Thermography Inspections Forensic Infrared/Thermography Inspections Aerial Infrared/Thermography Inspections www.houseofthermography.com 1 (786)-230-6065 1 admin@houseofthermography.com Image Parameters File information Camera information Emissivity 0.95 File name IR_15398.jpg Camera model FUR E85 Distance 2.17 ft Width 288 Lens FOL18 Reflected temp. 81.0 OF Height 384 Camera serial 7851908� Relative humidity 61.0% Minimum temp. 67.5 OF Range max. 248.0 OF Atmospheric temp. 81.0 OF Maximum temp. 105.5 OF Range min. -4.0 OF Ext. optics trans. 1.00 Temperature Delta 38 Field of view 23.50 Measurements Bx1 Max 105.5 OF Min 167.5 OF n 3000 2000 1000 0 OF 92.9 91.1 89.3 87.5 85.7 0 30 60 90 120 N 25°51'35"� W 80,11,1 "0 9111 581 100 m .0 72.0 78.0 84.0 90.0 96.0 OF House of Thermography I Infrared Thermography Inspection Report I Project #05250201 Bxl 210 240 px N FL 915 :Izi -1 Page 35 of 39 Miami -Dade County 30/40 Year or Older Recertification Services Broward County Building Safety Inspection Program Services HOUSE OF Commercial Infrared/Thermography Inspection Residential Infrared/Thermography Inspections T H E R M O G RA P H Y Forensic Infrared/Thermography Inspections Aerial Infrared/Thermography Inspections www.houseofthermography.com 1 (786)-230-6065 1 admin@houseofthermography.com 134.5 °F 11 85.2 OF Image Parameters Emissivity 0.95 Distance 2.08 ft Reflected temp. 81.0 OF Relative humidity 61.0% Atmospheric temp. 81.0 OF Ext. optics trans. 1.00 Measurements Bx1 Max 116.4 OF Min 71.7 OF n 4000 3000 2000 1000 0 File name IR_15400.jpg Width 288 Height 384 Minimum temp. 71.7 OF Maximum temp. 140.5 OF Temperature Delta 68.8 °F 101.9 98.3 94.7 Camera model FUR E85 Lens FOL18 Camera serial 78519087 Range max. 248.0 OF Range min. -4.0 OF Field of view 23.50 ® Bx1 0 30 60 90 120 150 180 _ 210 240 px N F 25°51'35" m 9111 533 581 0.0 80.0 90.0 300.0 110.0 120.0 OF i 1 100 m House of Thermography I Infrared Thermography Inspection Report I Project #05250201 FL33915 u I7I Page 36 of 39 Miami -Dade County 30/40 Year or Older Recertification Services Broward County Building Safety Inspection Program Services HOUSE OF Commercial Infrared/Thermography Inspection Residential Infrared/Thermography Inspections T H E R M O G R A P H Y Forensic Infrared/Thermography Inspections Aerial Infrared/Thermography Inspections www.houseofthermography.com 1 (786)-230-6065 1 admin@houseofthermography.com 105.4 OF Image Parameters Emissivity 0.95 Distance 2.14 ft Reflected temp. 81.0 OF Relative humidity 61.0% Atmospheric temp. 81.0 OF Ext. optics trans. 1.00 Measurements BA Max 118.2 OF Min 72.9 OF n 3000 2000 1000 0 File name IR_15402.jpg Width 288 Height 384 Minimum temp. 72.9 OF Maximum temp. 118.6 OF Temperature Delta 45.6 °F 98.3 96.5 94.7 92.9 Camera model FUR E85 Lens FOL18 Camera serial 7851908; Range max. 248.0 OF Range min. -4.0 OF Field of view 23.50 3x1 0 50 100 150 200 Q' - 92nd511e IN 25°51'35'� N W 80°11'1 ___ s3aI Vil N 9!II 533 585 I 80.0 90.0 100.0 7 °F I 100-m House of Thermography I Infrared Thermography Inspection Report I Project #05250201 FL 915 '.Ir1SI Page 37 of 39 Px I Miami -Dade County 30/40 Year or Older Recertification Services Broward County Building Safety Inspection Program Services HOUSE OF Commercial Infrared/Thermography Inspection Residential Infrared/Thermography Inspections T H E R M O G R A P H Y Forensic Infrared/Thermography Inspections Aerial Infrared/Thermography Inspections www.houseofthermography.com 1 (786)-230-6065 1 admin@houseofthermography.com 6. Thermal Anomaly List The following table highlights the items in §4. EXECUTIVE SUMMARY with an excess of AT in accordance with what the electrical element is able to handle as per industry standard codes. A high AT value can be due to a variety of reasons and is analyzed on a per situation basis, the problem listed in the following table is based the non-destructive visual inspection. Although HOT presents a solution, it is not a guarantee that by employing the solution will result in a lower AT value as the problems can be manifold and may only be apparent after an attempt to solve the problem has been made. HOT recommends that the repairs be done with a Florida Licensed Professional Engineer and a Florida Licensed Electrical Contractor for the best results. Location Electrical Item Problem ANOMALIES OR DEFICIENCIES OBSERVED. Proposed Solution House of Thermography I Infrared Thermography Inspection Report I Project #05250201 Page 38 of 39 Miami -Dade County 30/40 Year or Older Recertification Services Broward County Building Safety Inspection Program Services HOUSE OF Commercial Infrared/Thermography Inspection Residential Infrared/Thermography Inspections T H E R M O G R A P H Y Forensic Infrared/Thermography Inspections Aerial Infrared/Thermography Inspections www.houseofthermography.com 1 (786)-230-6065 1 admin@houseofthermography.com 7. Limits of Study As with any field in the sciences, there are limitations on any thermographic/infrared survey conducted. With current industry standards and the interpretation of the professional thermographer, the results of the survey can be analyzed and can be developed into a conclusion with a high degree of certainty, but it should be noted that there are three main limitations which are described best by Xia et al., in their peer reviewed study "Infrared the rmography-based diagnostics on power equipment: State-of-the-art", 2020": • Low resolution, strong spatial correlation Infrared image technology obtains the object images through the temperature difference between object and environment rather than the boundary or colour information. However, due to the small temperature difference and the low spatial resolution of infrared detectors, infrared images are al- ways with low resolution and strong spatial correlation. • Low signal noise ratio Infrared images are always with low signal noise ratio (SNR) because of the complex sources of noise signals during the process of atmospheric propagation, photoelectric conversion, digital signal processing and non -uniformity correction. • Heterogeneity The heterogeneity of infrared images will be caused by the response characteristics of detector unit, coupling characteristics of circuit, working state, working environment and other reasons, which will eventually be manifested as noise and distortion of image. In knowing the limitations of infrared technology, we are better able to serve our clients by specifically leveraging the foremost accepted advancements in the field of infrared/thermography (IRT) to give the best IRT survey in the industry. Whether by employing the use of quantum -well IR photodetectors, type -II superlattice systems, or otherwise, HOT is constantly using the best to provide the best! House of Thermography I Infrared Thermography Inspection Report I Project #05250201 Page 39 of 39 N l 1-STORY C.B.S. BUILDING No, 9165 W FPL TRPNFORMI BRASS G ff! orn SOUTHWESTERLY 1/2 LOT 24, LOT 25,LOT 26. AND THE NORTHEASTERLY 1/2 LEGEND; LOT 27, BLOCK 59. 'MMI SHORES, SECTION 2'. ACCORDING TO ME PUT THEREOF. M RECORDER IN PUT BOOK 10 AT PACE 37 OF ME PUBLIC O RECORDS OF MWM-TIME COUNTY, FLORIDA p CONC - CONCRETE Mom+ - C.B. CWTE3UWEECATCHN SURVEYOR : S CERTIFICATION ^ CUR CLEM WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE F0. FOUND AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF MR e . FUR. EOGE OF ROOD BOOR pEYATIGN M RECENTLY SURVEYED AND PUTTED UNDER W DIRECTION RP➢ AND THAT THIS WU WR COMPUES H THE MINIMUM lB 1AON ND SU RVEYOR WWNLS6 TECHMGL STMDMDS FOR LAND SURVEYING IN THE STATE OF P. CONCRETE WONT POLE FLORICA UNDER CHOPIFR BIG17-6 FLORIDA ADMINISTRATIVE MAHO. HAIL& D SK "HOE CODE. CHAPTER 4n.027 FLORIDA STATUTES.0.. OYE�R DEC. VALD WRHOUI THE SIGMMRE AND RNSED SEAL OF THE P L - PROPERTY UNIT REGISTERED UND SURVEYOR SHOWN HEREON. m SWK REGISTERED LINO SURVEYOR No. THERE ME NO ENCROACHMENTS UNLESS SHOWN HEREON. SIDEWNN WM WATER METER A.R. TOUSSSAINT&ASSOCIIATEES, INC. 0 10 GRAPHIC SCA y 20 40, 60 W` JaK VO�PRES. ALBODf R. ICEER NO. REGISTERED ENGINEERANR NNEA SCALE: i INCH = D51J W.B93 20 FEET REGISTERST INTO SURVEYOR N0. 907 STATE A FLORIDA FLORIDACFHIIOGIE OF AMIpLIU110N IB-273 T DATE. 9165 PARK DRIVE ORDER:14660A. fttl .ON.13,2012, MARCH 11. 2009 MIAMI SHORES TO SNDYI ARG PARR `RNE FEC M MO HE 6U AVE SCAIE: 1' a 20' MIAMI-DADE COUNTY. FLORIDA SHOWN ON U)CARON WF ZONING DATA LIST OF DRAWINGS 9561 OFFICES PRO ZONE I/AIR $ NORM FLORIDA EriSTNO USE, OR OFFICE 1,= S.F. OFFICES 71121 IF. TOTAL 8.121 S.F. Es25TNG OrrlcY.s 7.121 Ss./250 IF. - 29 PARNNO SPACES RED. E=T= DOCTOR OFFICE: SAM SF.1200 IF. - S PARKING SPACES REM TOTAL - 34 PARKING SPACES REQ PROPOSED USE, NEW PARKW AREA 792 Sr. DR. OFFICE n 7.325 Sr. TOTAL L121 S.r. GROSS LOT AREA• 2L400 SO. / 0314 ACTS rXISTNG LANDSCAPE AREA: L762 It PROPOSED LANDSCAPE AREA 2994 sr. NEW DOCTOR OFFICE: 7.329 5.F./M IF. a 30 PARKING SPACES RED. TOTAL . 36 PARKING SPACES RED. EXISTING PARKING SPACES 25 PAR1O M SPACES PROPOSED LOADING SPACE I PARIONO SPACE PROPOSED NEW PARMNC SPACES { /!ft4 ►AKFMFNI SPAT+ NEW TOTAL PARKING SPACES 30 PARKING SPACES DOSTINO STREET PARKS SPACES 6 PARINO SPACES EMSTINO SETBACKS MOM SIDE SETBACK IO-r SOUTH SETBACK 43'-4• MST FRONT SETBACK EAST REAR SETBACK s0-_I• 14•-IL• D-1 DEMOLITION PLAN AND NOTES 0-2 OOIOLMON ELEVATIONS 0-3 OEYOLITON CLEYAIKNS LEGAL D E S C R I P I O N ACCESSIBILITY NOTES: 1. THERE ARE NOT ARCVTEBTURAL 1/2 LDT 24AN . D LOT 2S AND LOT = NO 1/2 LOT 27 BARRIERS THAT MOLRD OVER A omm" PERSON FROL NEW CAA STOP BLOCK 5% OF LEAN SHORES SEC:UON ISL 2 TRAVIOS" FROM THE PARIINO SPACE ORL ACCORO TO TIC PLAT THEREOF AS RECORDED AREA TO UK PROP06E0 BATHROOMPLAT BOIL 10, AT PACE 37 OF THE PUBLIC RECORDSAS PER THE ACCESS=uTY LODE 4.IA AND 4,1.9 NOTES: AUTOMATIC�• SPAMERALARM ' L MAX I/r DM7XNCE ON LEVEL AT ANY FLOOR LEVEL. AS PER AS2 Or THE ACCESSIBILITY COOL FOAL ALARM: y{µL, OpLIp� 61�015-A3. A-F �NER'I 5 AS PART WA YVME"YU"ASTER 3. ALL COMMON AREAS ARE AOCESSRK.E. -2� 1 SET -STATE REOUREM[NI 20NI N0 CLASSWICA110! BUSINESS -CROUP 0 4, ALL DOORS SHALL HAVE A MOS. OCCUPANCI' LOACk 4.121 S±:/I00 CROSS S.F. - BI OCCUPANTS CLEARNOE Or 3r As PER 4.115 Or THE ACHE COOS. TABLE 1004 MEMq OF EGRESS ACOOIONO TO MFPA 101 20M MANBUVERNO CLEARANCE AT DOORS EDITION AND CHAPTER 10 OF THE MC- SHALL BE AS PER 4.116 AND WCMUR OCCUPANT LOAD 100 CROSS/SEE FBO 1003,7 4.117 (DOORS N A SERIES) OF THE FIRE RESISTANCE RATIOS NO BE CONSTRUCTED N ACgBfOUTY 000E IKFWI R IS ACCORDANCE 11TH 704 AND 703 FM READILY ADMABIE BARIM TYPE OF CONSTRUCIION; TYPE V I UNPROTECTED. 40-, UNSPI04WIED. RpOVAL (FCC TABLE 000 O 0012.LI). 0) ALL DOORS N THE PATH Or EGRESS TYPE OCCUPANCY I OFFICE MUST BE OPERABLE WIN HOT MORE e�l is e�l m THAN TINE Rau= OPERATION. EXI3TNO 4- CHAIN LINK LEVEL OF ALTERATION:6) LEVEL NO OLA2'ED PANELS LOCATED INOOORi EXIT TRAVEL (TABLE (TABLE 1015.1) PERMITTED TRAM DISTANCE 40- 7) CLAZED PANELS LOCATED NRfI 4r DISTANCE' DOORS MUST BE OF SAFETY 0LA2NL COT REOUREMFM4 (TABLE IOILI) (2) EDTS REOLUM B) A M. Ir LATCH-SOE LATERAL CLEARANCE MAT BE PROVED AT 1100111 or CORM3 NR 00CRPANTS - 24.30• ,IL ORS VAT" DOORS CLOSER FROM THE (N• 1I1. ROTH PRGLNDco) wsH-OPEN POST11011 PARK ROVE (6) E10ST910 LION NE'iERED DITY aTVIASVHALT PAR w� N NEWAK IANOSCME STRIP13LANOSCAPE NE71 SIRP p STOP 51TN 5--0• COHgiETC SDE9'ALN S stcx • llltO'SCAAPE � 00=1 LINECOLRILC LANDSGAP 150.07 _ T==t- WIMMO num, ua LANDSCAPE mSETBACKQ� HE EA ® O ® O ® ® 0® �® - DRIVE ASPHALT FAREA a ERTS79N 1 1r ®O O® ISEMPTICoC TANKTO CE I ME CF12 ENT/s 12-28-11 LANDSCAPE SEE SHEET A-B FOR H/C 4 — — — J cow iI — — p n 9i of COMP a 8,121 S0. FT. CRU 11 ®_ �® _ _ _ J � ED ONE STORY MASON , ASPCKP HALT _ --I ._; rNN COUP BUILDING ® 1 r4 FL. ELEV = 11.7 'SO 1 °�' 03 ® -----� C0p sNN CB I ® I ...FAN ":rAH pg Pr -.111 OEM -tRFCRWM YTA14K K AND _ II I ANo 1E1pON� ao.Ro N ' NEMr UNDER I RAO 16 nx I I SEPARATER E I NEW 4' x 4' ... r3 Ai I LAMIOU70 Ir I I N LAW ! O® NO ® SEP ® O 1 SOE _------ ! i5 BELOW I f 46 BELOW I 'Lm°-Er A ---SPACE-�� — , 1 EXFPL III II � REAR SE owlX 26' I I I I TRANISOSFND ORMER PAO — — — — — — I i L �_ -- JJ L� /� I5O.00' MAX 1/2" ELEVATION CHANCE 9) ALL DOOR$ TO BE EQUIPPED HANDICAPPED -OPERABLE HANDLES. A& 7E 26-1Z q1 6- • Q BOON [LEVATOH AT DOORS: m 10) SCRACE COUNTERS MUST 1a PROVIDES) FENCE SITE P L A N moo" RAMC CLASS C MR TN A RAMC SPREAD M{y1•/A SECTION AT LEAST 3r LORD ND RomS �� SMOKE LW NO MORE IS" 3r HK61 FOR SPREAD CLASFFICATIN: DEVELOP[-NOESam 12-2B-If HANDCAPPES ACCESS SCALE: 1"=1O'—O•• Pcl LJ\ ROPOSED rONCE l9GH A/ sEr L � tat rn QH 20 Z Z Oe LAI Ir.A.n wt NiNO.AN a� A-1 NKr Iv .a_n FIRE COMMENTS 12-28-11 --1 0 VAERBEA. MER. . BURIABARE REIRAT A, �T A, 'A 6 J, ��ARPER.AYISVE ATTACHED FA-1 ARD FA-2 0 #3 (1) R ME RABBI FOR AMTM a=, W NMH:"W= BFMBE $EE WERT A -a Ew� 04 MORS MW ME NIAMBORS MWEE DATA, BEERBRT 0 RANE &M WT jOP11195"" r. 0 PWA-a A.OFFRR EDGE PU WAR. OEM ARD 4 H BOBB, AAR BAR 'm ne,— OR ll� AlAT lMNOMAX AT AAMAR- .A NNi• 0, E�A. AT BAR, EAtRAmcE AT ERMAREE MAR, SEE MAU A-8 FOR WAGE BE" RET:M(2) M RML RAO OElMG 4 t ANTER A IRENT ED ABEREAR MISREE 1. wm ARE 00 OR 1/2 " 0,F",A1,OE, . EUEMIMR A 21 Tw = DOOR RIANNEIN OFFICE AN A.E Ar.. D g sSxrR t --- -ORR MAT .1. -- Am mx* ME AIARll DRARWGS A"AEKVD REEERFNLE l4f OR OATRE LALANN RE I B.Z. AS BE . ARZ-V e A 0? Wp011 cmPUR OF ME ALARM N.LABOB N, 11 T' -4e PI PA I MOPE 110 1 J-- 7AR _1NEN7 V &TTjp co L.1: E 0 R,.)OA E. LEGEND L fw4mmb%. Amw NET El mml. . 2 HOLAR ME RATE ., F---1SEE ORRERM..A-. DETAX 2 / "'ARRI ... INN Flo" $'AT. AOL ITT A- f 3, R�, x A,wARR RA,ARE "ALL A.W. 71r UR I .L5 At GI. Re nrlr,� lop TON R-Mr4. 27 r 'AR, IMEPIM WALL lLEATT TA AT . IAT ARE S FIRF X;= A - IN IA- 107 V- wpNLW 1--' f=j I.VREIE NMl1 PARI -WIPO.E.r- MF.L All -T,� p A`1 E. r ffl tL OR, I)k A- lR^,cE, a] x RE 9A� I WAOE .-B, RAW ELW. I.. �, IRA. 29�""' PROPOSE FLOOR SCALE:1 ALL NEW IN ERI oEru B,-LAN +W! It PARTITIONS 0 z 5 BE 0 0 I& ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN -LIKE MANNER, MATCH" AND ALIGNING ALL SURFACES WHERE 20. NO CLAIMS FOR EXTRAS OR CHANCE ORDERS WILL BE GIVEN COSIOERATtON UNLESS THEY ARE A WRITING AND SIGNED BY THE 2. FURRED SOFFITS A. FURRED SOFFITS SWILL. BE CONSTRUCTED WITH 2X4 METAL STUDS AT DIVISION 9 FINISHES: 1, STUCCO. APPLICABLE TO AFFORD A FINISHED. NEAT APPEARANCE. CONTRACTOR ARCHITECT. THE CONTRACTOR AND THE OWNER. IS" O.C. JOISTS. HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER A. STUCCO FINISH TO MATCH EXISTING SHALL CLEAN ALL SURFACES FREE OF AL GIRT AND REFUSE CAUSED BY 'THE ANCHORM TO MASONRY AT 4'-0' MAX. B. STUCCO ON MASONRY: 5/8' THICKNESS IN TWO COATS. OEM FROM ALL INSTALLATION TECH000UES OF THE TRADE. ALL 21. GENERAL CONOITIOHS OF THE CONTRACT FOR THE CONSTRUCDO 9. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. C. STUCCO ON Y(000 FRAME: 5/B' TOTAL THICKNESS IN TWO COATS ON ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL OF BUWNGS' OF THE AMERICAN INSITIITE OF ARCMTEC'S. DOCUMENT 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER. EXPANDED METAL. LATH OVER 15 LBS. ASPHALT SATURATED FELT. CLASS AND HARDWARE SHALL BE THROUGHLY CLEARED IN A MANNER A-201. LATEST EIXTION. ARE HEREBY MADE PART OF CONTRACT TRUSSED WOOD RAFTERS, FURRING. BLOCKING AND ALL STANDARD 0. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ACCEPTABLE TO THE OWNER. DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIOMS AND CONTRACT SPECWICATONS C1-72. AND CS-72. ON FRAME CONST. 70 MASONRY CONST. AC THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO TEH OWNER ALL LABOR AND MATERIAL INSTALLED BY Him BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER THE " CENI]TAI CONDITIONS* IN THE EVENT OF A CONFLICT. 4. MILLWORK: INSTALL ACCURATELY, U A NEAT AND A L SANDED. S MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE 2. ORYVIALL SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE WORK BY THE OWNER EXCEPT MODIFIED HEREIN OR 22. AR CONDITIOMtNG AND VENTILATION PERINIT lTY MECHANICAL ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. MANUFACTURER'S SPECIF1CATIONS. USE METAL CORNER BEAD OR ANGLES AS REKXJ3U TAKE AND CEMENT JOINTS W ACCORDANCE WITH ON OTHER DRAWINGS. SNOUID DEFECTS OCCUR, ALL WORK SHALL BE A . CONTRATOR. WRUFACTURERS SPECIFICATIONS. REPLACED OR PROPERLY REPAXREO AT NO ADDITIONAL COST TO THE 5. ROUGH HARDWARE ANCHORS, SPIKES, NAILS, BOLTS. ETC. GALVANIZED 3 PANTING: OMER. D.B CARPENTRY FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE EXTENT All OTHER SURFACES WITH TWO COATS DUALITY INTERIOR OR A ' 17. L WORK AND/OR MATERIALMATERIALSHALL BE INSTALLED IN STRICT I. THE THE LUMBER USED SMALL BE IDENTIFIED BY THE GRADE MARK OF AN FOR INTERIOR. FURNISH AND INSTALL AS REQUIRED. EXTERIOR PANT AS APPLICABLE ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. 'NATIONAL METAL WINDOWS: R£COMENDATIONS AND SPECIFICATIONS. STRESS -GRADE LUMBER SHILL CONFORM TO THE DESIGN MANUFACTURED IN ACCORDANCE WITH AAMA SPECt"ICAiIONS I& SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENNGS• - U ARCHITECT SMALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MIICMUM DHP. B. ALUMINUMDOORS AND WINDOWS WITH APPROVED AS.P.C.P. D. ALUM 19. SUBSTANTIAL KOMSHALL BE ATTAINED WHEN ALL PHASES . EXTREME FIBER STRESS IN SENDING. #ASA-234-1: CODE 29-1. AAMA OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS. C. MEET MS-All-H CLASS II SPEC/AAMA REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE WELLING. 0. FRAMES AND SASH SECTIONS: MIWMUN .052' THICK. 6053-TS ALUMINUM ALLOY W17H WHITE ANODIZED FINISH OR EQUAL. E.S.P. FINISH. E. AR AND WATER W XTRATXON SHALL MEET OR EXCEED THE ' REQUIREMENTS AS ESTABLISHED BY AAMA gn•_n' PEAK OF NEW ROOF tl .•tl. .•n. tl tl. t: NEW COLOR THRU BARREL ROOF NEW SLOPED IY' I CONCRETE NEW DOOR I I SIDEWALK AT i t35.3 EXISTING TO BE MOCKED IN 1'-O"/19•-10' MAX -�•p PREPARATION FOR NEW STUCCO FINISH TYPICAL I I I THRU-OUT THE BUILDING REMOVE THE EXISTING STONE FACADE IN PREPARATION FOR NEW STUCCO FINISH TYPICAL NEW KEYSTONE THRU-OUT THE BUILDING COLUMN WITH CROWN MOULDINCO NEW KEYSTONE COLUMN PATH CROWN MOULDINGG .i.a�M� . ",•�i. �,� • erg � .,sreisw r.s ecs � rws.w g gyr�a M �a.rt �,.•. • .' �y� r �. yr HANDICAPPED HANDICAPPED r1 SIGN DETAIL PARKING DETAIL HANDICAPPED L. �.._ .-• /;\ SIGN nETAIL (4) NEW PARKING SPACES I i I ' FINISH FLOOR A: itK: NEW KEYSTONE COLUMN WITH GROWN MOULDINGO PROPOSED NORTH ELEVATION SCALE: 1 /4" = 1 '-O" rupcp -- NEW KEYSTONE RE COLUMN WITH CROWN MOULDINGG PROPOSED SOUTH ELEV SCALE: 1 /4" = 1 '-O" a w 0 U � O �LL. OY V�O W U-) 2 Y to (n 0 o a F m l7ri4p'�lli V01601i `S-3?�OHS MVIN ONIPWhij d0023 HEJIF !x NOIIVCNno-i i-inv'/ 'cJG ?� �`3'o 9916 NVId !E>w NlvaJ JOOa JOIJJV^^PlOS13A -e-U S3-ina3HO5 � Y J ' i i •- � I 0 a go O to to all=$l;:i sieves ilig!!' LL tI 1 i T T in rill zi I` tc;'I '�I pt'1ltt 11!I 6{ IIt ��il g= y' I � � Q i Q I • �. � � � r, r I I � � � � � � •I�i � a � � � � } ; I < , � iii�l all al Ijz Iti�rin;lp y`I�� { �I'T"!— ' i : = i © t '! 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KEISC = OFFICE � � �''}' .wI w wwnt i� DETAILS 9165 PARK DR. + MIAMI SHOWS, FIORIDA alums �II ` O1d0 13 `S:?DOHS IINVIIN .mn er, '�K] >QJ V ci 9 9 L 6 S N O 1103 WRT OCf T CK 301-1_;0 H")SID1 'NO S11v13 _ � •a lid • V / 'J AA Metes it 1wrkP., I � !I / I a I 0 ul' at a J a 8tl Z ��22 I 9 aa t ALi f 140.0 4 a 0 cap -n. ! U. in wii tl 0 O z© a Z OLLJ o o� z , x a Ld f- 02 ago all, x L4 '119 162. Is I 7 o� a— eon E 18 J I I IL G z sn 0 �E ski s c,� U ion i C N 1 , I i CI / z s I I , 1 I 00 LUZ ►' NU A I I io I I I za 00 . © 1 ! I I = I I 0M �L pW o II , IJ H11 Es�ei of RErexEpcE EXACT VALLM 1:00M 7 00" ELEV. 8-0° EWATIWV WAIN MAIN RARE BEAM nTTemopeuRDERs 'AAMIARE "BYB ER ALL DDkp91WK. OYF.AlAm.%TEMD. � H EMTT- W yro. 12 Zia TORE (HFtk®BEFORI OP.DIWNG WR011=214M 1v TO=K OM TALK MEMO G4fAtpOpO TO DE VERGED M BUDDER M OEU FOR MW TAODES TO WTON ARDTMB TRUK&MVnT 5 ATTBITM BURDERD ALL VIMM 4,O WYA.MM% M TO B!OMORlD ME tAOBEA IT ID YOM "w"OLITY TOOMQOURTSMft TYP. TRUSS END PETAL. SECTION A ROOF TRUSS LAYOUT RWQW VERIFY IN FIELD `•' 3D VIEW 3°' Wt]RKBt0p�4 EQOAY�Y R6LNBfIgNR '-�'"acO� ` W - nw.°ru wlu.alwm�• Yd �S aAwsw'oux auRas uREKumsO� i �t�Z"� MMtfPII 1kU5S Co. IV. 071958 J. MUtfltffZ � rrare omn wwrtw A 3 'taaR+: KEN GONStANTINO ']rlXME: D1'ID'i2 �:09..9 710--, a IBL EBLtpEIIw DRYS MILL AJOB nuFSIBBLBSB� JASmmm OMWGIG swn6n�Ml : KQSGX OFFICE JMM:9I6BPARKDR. 111')1G/1 __ SITE PLAN BITE NmTEBI w.- ( RISER DIAGRAM i�m®m®0�©00v�oo, n n13S_"u�E. ®t�immmnu�n mu moommmva 9®ommmmvui o n - ©ommmmva m�imommmmanDm miommmmv`��m moommmva moommmva o�mnmmmm m000mmillra mmmva m¢ —��� @mmm �©ommmmva m��mmmvu�oommmmcu B m mommmmcn mommmmva°m©mnmmmmvu mnmmmmva l ®m mommmmvu -mooed pm�®nm n mmmmmCa mCJ mom- ov❑a IV © pl moo mmmmmva mmva �nmmm o m v vEw_�oonnnau nmmmmo °m©imomnmEIM SSSSSSW mom �wawa�a�wa� �( LOAC OUMMARYI mnmlax. 0000nln.�i m►um��a� i°g—v%oii� m mommovva m aaommomo o - ©ovmEnimc�u�o—000©nn� o vcsmm�omvmva°v ©ommmmvago oowmoor�n m►�mnn� m�-�--e.-- o � momovmva°v movmmmna°o�moommmva moommmva m m mnommmva°v^-�mnvmnmau mnmmmmvu°mwwwm��mw m�mnmmmmva°m�onmmmv�a m�mnom.DUG°m en�onn m mmmoommmvagv�mo►pannrn moommmva vc��nonnn� m movmmmna°o mmt�mommmmvagmE..�®omo�e� mnommmvu �>vwo�w m ®��o 9�—. r-�wm•�mo ®ago® TINII F=IIi J �.wm_SSmaa® MI 0 e I mum om Ov�mmmm IS o .l mmum mm�Go�m`omm °°n ova Gllummmmv ILaa mi_�__ ©ommmmm�m©ommmmva L=SIIIIIIIIIIImomElm m m�movmmmna°m moommmva m � mnommmva �ovnw� v> mvs�mommmmv .M mmvu m gv - �nonnn� �ovnnn� �me�mnmmmmvu°m mnmmC_ mCO °m�aalnm���a� �omnnn� w aaaawm.!�m m moommmvu°m�mnommmnu Om aalnm�al�ai: v m m►�mnnan°m mamnaavo°o�enmaaO �om���a� m '.m©mmmHOma4°m m/in��a�°mwawaal0►_�n�a1a� ODmnnm_0_ "m m m►in�MMa�°m mnmmoma4D �momnOmO Zminal a0 NE _ w�� 1 'Fi�mEeq�.. i'• � MINIMUM INSPECTION PROCEDURAL GUIDELINES BUILDING STRUCTURAL RECERTIFICATION - PHOTO DOCUMENTATION PROPERTY ADDRESS: 9165 PARK DR, MIAMI SHORES, FL 33138 1. (1) Aerial Photograph 4. (d) Describe any cracks or separation in the walls, or beams that signal differential settlement— N/A 5. (a) Present Condition of Overall Structure Page 1 of 14 5. (b) Portion Showing Distress: (Note beams, Columns, structural walls, floors, roofs, other)— N/A 5. (c) Surface Conditions: (Describe general conditions of finishes, cracking, spalling, peeling, signs of moisture penetration stains) 5. (d) Cracks: Note Location in significant members. Identify as Hairline, Fine or Wide — N/A 5. (e) General Extent of Deterioration Page 2 of 14 5. (f) Previous Patching or Repairs — N/A 6. Masonry Bearing Wall low Page 3 of 14 6. (g) Exterior Masonry Finish 6. (h) Interior Masonry Finish Page 4 of 14 6. (i) Cracks — N/A 6. (j) Spalling— N/A 6. (k) Rebar Corrosion — N/A 7. (a)(1) Roof 7. (a)(2) Note Water Tanks, Cooling Towers, AC Equipment, Signs, Other Heavy equipment Page 5 of 14 7. (a)(3) Describe Drainage, main and overflow Page 6 of 14 7. (a)(4) Describe Parapet build and current condition 7. (a)(5) Describe Mansard build and current condition 7. (a)(6) Describe Roofing Membrane Page 7 of 14 7. (a)(7) Describe any roofing member with obvious overloading, overstress, deterioration, or excessive deflection — N/A 7. (a)(8) Note any Expansion Joints and condition — N/A 7. (b)(1) Describe Floor system at each level Page 8 of 14 7. (b)(2) Balconies — N/A 7. (b)(3) Stairs and Escalators — N/A 7. (b)(4) Ramps— N/A 7. (b)(5) Guardrails — N/A 8. (a) Steel Framing at each level — N/A 8. (b) Steel Members — Describe condition of paint and degree of corrosion — N/A 8. (c) Steel Connections — N/A 8. (d) Concrete or other fireproofing — N/A 8. (e) Identify any Steel Framing with obvious overloading, overstress, deterioration, and excessive deflection — N/A 8. (f) Elevator Sheave Beams and connections and machine floor beams — N/A 9. (a) Concrete Framing System 9. (d)(2) Rebar Corrosion Location and Description — N/A Page 9 of 14 9. (d)(3) Significant but patching will suffice— N/A 9.(d)(4) Significant: Structural Repairs Required — N/A 9. (e) Samples Chipped out in Spall Areas — N/A 9. (f) Identify any concrete framing member with obvious overloading, overstress, deterioration, or excessive deflection — N/A 10. (a) Windows, Store fronts, Curtainwalls Page 10 of 14 i 11. (a) Wood Framing 11. (b)(1) Walls — N/A 11. (b)(2) Floors — N/A Page 13 of 14 11. (b)(3) Roof Members, roof trusses 11. (c) Note Metal Connectors — Unable to observe. 11. (d) Joints — Unable to observe. 11. (e) Drainage: Note Accumulation of moisture — N/A 11. (f) Ventilation: Note any concealed spaces not ventilated — N/A 11. (g) Note any concealed spaces opened for inspection — N/A 11. (h) Identify any wood framing member with obvious overloading, overstress, deterioration, or excessive deflection— N/A 12. Building Fagade Inspection (Threshold Buildings) — N/A 13. Special or Unusual Features in the Building— N/A Page 14 of 14 MINIMUM INSPECTION PROCEDURAL GUIDELINES BUILDING ELECTRICAL RECERTIFICATION - PHOTO DOCUMENTATION 1. (I) Provide Aerial PROPERTY ADDRESS: 9165 PARK DR, MIAMI SHORES, FL 33138 Page 1 of 21 TZ 30 Z a2ed a:)inJa5 1e:)iJ;:)al3 'S 4. Metering Equipment Page 3 of 21 Pansy amp 2vNNy f� iP k I_ i yy CIS .F5 ; eUR V5 a, 8E 9E I—_ x r— E._ A76 S, (9L pIF Lei ". f LL l9§ 1@ 15 �je§ - It f 0 ilk b I@ r" I ■s k C. W 9. Grounding of Service 14 4 J Page 9 of 21 1 .� . -- �X. �y %', � yy �. .. i� .�_ �.' _ +• 1 i Y�, �_ _ ',,� �._ -._ �-� _ �r-� 0 Panel G 1201408V 1. OJL 2 Im I I I 0 r u ATS 12ATS 15. Thermography Inspection Results - PASS 16. Other Conductors — N/A 17. Types of Wiring Methods 18. Emergency Lighting Page 14 of 21 s ant 20. Fire Alarm System Page 16 of 21 21. Smoke Detectors 22. Exit Lights Page 17 of 21 . l'� _ .. 1 _ . _ _. �.. � �, _._..� = � - < �' `' �:C � _ +T. �_ ��. �� STOP 25. Open or Under Cover Parking Garage and Egress Illumination Page 20 of 21 l ATS 120@O8V =pI Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 FINAL NOTICE Notice of Required Building Recertification Date: January 29, 2025 To: Devinella LLC Re: 9165 PARK DR Miami Shores, FL 33138 Dear Owner. According to the information provided by the Miami Dade County Property Appraisers office the above referenced property has a building or structure that is fifty (50) years old or older. In accordance with Miami -Dade County Chapter 8 Section 8-11, the subject property must be inspected and re -certified by a Florida license architect or engineer. A building re -certification report signed and sealed by the Florida license engineer and or Architect along with the required fees shall be submitted to this office within thirty (30) days of receiving this notice. If you would like a copy of Minimum Inspection Procedural Guidelines for Structural and Electrical Recertification, or if you have any questions, please call my office at 305-795-2204. Sincerely, �7k_ oco- - Ismael Naranjo, BO Building Director Email: bo@msvfi.gov Certified Mail #:9589071052701589461500 CC-07-21-1905 Ln a n- Ln a 0 M1 ru V'1 0 M1 0 rr Co Ln Er uaerumRe PtOe py) a ❑RatumR elpt tek rc) a ❑Cerrllletl Mail Peatrktetl Oe�IveN b ❑AEUIt Signature Feourre a it Acuit Sinnatm Fesirktetl Nile a mu cLC 33t3c Postmark Here Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Notice of Required 50 year Building Recertification U.S. Postal Service"' Date: 07/20/2021 CERTIFIED Ill RECEIPT M Domestic Mail Only -0 Ir To:DAVINELLA LLC N7FW �a W' 9165 PARK DR ru6 fa 4�"` ' MIAMI SHORES, FL 33138-3163 a FWFW -0 rn & ee9 (Niectbvx, aftf W..ApW W) NPt (IwdcoM $Re:9165 PARK DR o"` r`� "r = Posmierk 011 ilesakted Dewey $ HereMIAMI SHORES, FL 33138-3163 0aveaewaes OPtlutt N9nelure fleotrkteU 8- Delivery E O Postage Lrl $ 00 " TaQ Postage arid Fees a ra se a Vti �------- Dear Owner: or i1� L�--...- -- WC Dr - ------------- According to the information provided by is PS Form 3800, A�April CX r r Appraisers office the above referenced property has a building or structure that is forty (40) years old or older. In accordance with Miami -Dade County Chapter 8 Section 8-11, the subject property must be inspected and re -certified by a Florida license architect or engineer. Sec. 8-11. - Existing buildings. a) The requirements contained in the Florida Building Code, covering the maintenance of buildings, shall apply to all buildings and/or structures now existing or hereafter erected. All buildings and/or structures and all parts thereof shall be maintained in a safe condition, and all devices or safeguards that are required by the Florida Building Code shall be maintained in good working order. Electrical wiring, apparatus and equipment, and installations for light heat or power and low voltage systems as are required and/or regulated by the Building Code, now existing or hereinafter installed, shall be maintained in a safe condition and all devices and safeguards maintained in good working order. A building re -certification report signed and sealed by the Florida license engineer and or Architect along with the required fees shall be submitted to this office within ninety (90) days of receiving this notice. If you would like a copy of Minimum Inspection Procedural Guidelines for Structural and Electrical Recertification, or if you have any questions, please call my office at 305-795-2204. Sincerely, 4" Ismael Naranjo, BO Building Director Email: bo@msvfl.gov Sent via: USPS Regular Mail and Certified Mail #7021-0950-0001-3682-2956 7021-0950-0001-3 682-2963 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Notice of Required 50 year Building Recertification Date: 07/20/2021 .n Ln o- To:DAVINELLA LLC R' 6644 WINDSOR LN m MIAMI BEACH, FL 33141 USA m a 0 0 0 Re:9165 PARK DR 0 MIAMI SHORES, FL 33138-3163 Un Er 0 ru 0 r, Dear Owner: According to the information provided by the Miami Dade County Property Appraisers office the above referenced property has a building or structure that is forty (40) years old or older. In accordance with Miami -Dade County Chapter 8 Section 8-11, the subject property must be inspected and re -certified by a Florida license architect or engineer. Sec. 8-11. - Existing buildings. a) The requirements contained in the Florida Building Code, covering the maintenance of buildings, shall apply to all buildings and/or structures now existing or hereafter erected. All buildings and/or structures and all parts thereof shall be maintained in a safe condition, and all devices or safeguards that are required by the Florida Building Code shall be maintained in good working order. Electrical wiring, apparatus and equipment, and installations for light heat or power and low voltage systems as are required and/or regulated by the Building Code, now existing or hereinafter installed, shall be maintained in a safe condition and all devices and safeguards maintained in good working order. A building re -certification report signed and sealed by the Florida license engineer and or Architect along with the required fees shall be submitted to this office within ninety (90) days of receiving this notice. If you would like a copy of Minimum Inspection Procedural Guidelines for Structural and Electrical Recertification, or if you have any questions, please call my office at 305-795-2204. Sincerely, Ismael Naranjo, BO Building Director Email: bo@msvfl.gov Sent via: USPS Regular Mail and Certified Mail #7021-0950-0001-3682-2956 7021-0950-0001-3682-2963 ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse X so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. or on the front if space permits. �l(c5 prv.k ijt-t✓� .5V1r3) �G 33138 II I iIIIlI IIII ('I I II' II II I III III I I II I I I il�ll III 9590 9402 8584 : 1038 82 9589 0710 5270 1589 4615 PS Form 3811, July 2020 PSN 7530-02.000-9053 ❑ Agent by Is delivery address different from item 11 U Yes If YES, enter delivery address below: ❑ No Cl Adult Signature ❑ Adult Signature Restricted Delivery ❑ Certified Mail® ❑ Certified Mail Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Deliv Cl Insured Mall 0 Q ❑ Insured Restricted Delivery 2Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can. return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: vu^en\a L-\,-c Rites Park br Nk'tQK SVioac& t FL 331--Z^3163 ❑ Priority Mail Express® ❑ Registered Mall* 13 Registered Mail Restricted Delivery ❑ Signature ConfirmatlonTM ❑ Signature Confirmatlon Restricted Delivery Domestic Return Receipt A. Signat X ❑ Agent ❑ Addressee B. Received by (Printed Name) C. Dat f Deli ery D. Is delivery address different from item ly O Ye If YES, enter delivery address below: ❑ No , 3. Service Type E3 Certified Mail' ❑ Priority Mail Express" ❑ Registered ❑ Return Receipt for Merchandise ❑ insured Mail ❑ Collect on. Delivery 4. Restricted Delivery?(Extra Fee) ❑ Yes 2. ArticleNumber from 7021 0950 0001 3682 2963 (fiansler from service labep PS Form 3811, July 2013 Domestic Return Receipt �T;•�Icsi,. Pas��+���Fees Paid , 7 ca l CC 0-7 -Z170S I. �y MIAMI SHORES VILLAGE BUILDING DEPARTMENT F S 10050 NE 2 AVE is — � r