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WS-15-1090Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234244 Permit Number: WS -5-15-1090 Scheduled Inspection Date: June 03, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: COMBA, PATRICIA Work Classification: Garage Door Job Address: 534 NE 92 Street Miami Shores, FL Phone Number (305)619-3423 Parcel Number 1132060141180 Project: <NONE> Contractor: MARKO DOOR PRODUCTS Phone: (954)587-1011 Building Department Comments REPLACE 1-8'X7' GARAGE DOOR INSPECTOR COMMENTS False June 02, 2016 For Inspections please call: (305)762-4949 Page 11 of 28 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. June 02, 2016 For Inspections please call: (305)762-4949 Page 11 of 28 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 h Phone: (305)795-2204 Project Address Parcel Number Applicant 534 NE 92 Street 1132060141180 PATRICIA COMBA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell PATRICIA COMBA 534 NE 92 Street (305)619-3423 MIAMI SHORES FL 33138- 534 NE 92 Street MIAMI SHORES FL 33138 - Contractors) Phone Cell Phone MARKO DOOR PRODUCTS (954)587-1011 e of Work: REPLACE 1-8'X7' GARAGE DOOR of Openings: 1 litional Info: Residential 3 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 Valuation: $ 1,522.00 Total Sq Feet: 00 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS -5-15-55467 05/13/2015 Credit Card 05/07/2015 Credit Card $ 76.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. 13, 2015 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 13, 2015 1 Miami Shores Village =BY. BuildingDepartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20/0 BUILDING Master Permit No.al 5-�_�� PER IT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 531 N"if- • !22— 5/ ' City: Miami Shores County Miami Dade Zip: 3,5196 Folio/Parcel#: `// —70(o -70(o 4 - 11aa Is the Building Historically Designated: Yes NOy/ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 08 �1�'Jf G� lam', r Phone#;05 -W 9' �L3j Address: 57 � /1i 14 • L' , C/ 5-f -, / City: fiv/sm / -5-11a/' °' s State: % f Zip: 73' 76 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: mf / e i �i�� U�iS Phone# -5-67-0 it Address: 5t 3;—>O ��'•�/�. �� City: �/ I �l L �' State: JK— •Zip: Qualifier Name: � /� L/J ,. Phone# ,?A :.,,>B '/-�®// State Certification or Registration #: Certificate of Competency #0 ��06!j DESIGNER: Architect/Engineer: hone#: Address: City: State: Zip: Value of Work for this Permit: $ 1, 57Z �z 9 M Square/Linear Footage of Work: Type of Work: ElAddition Of Alteration 1:1New R"ep'aiir/Replace ❑ Demolition Description of Work:'%! C.� %Zl�l�.i P— Specify color of color thru tile:. Submittal Fee $ -<94�LP ermit Fee $ .toCCF Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ l ) M Bonding Company's Name (if applicable) 7 Bonding Company's Address City State �ry Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a-ksence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. f Signature -- r Signature L� I C1�/� �® ��'� "I,, e OWNER or AGENT The foregoing instrument was acknowledged before me this -UK— day of 20 ,� J by �-i' �-� who is personally known to me or who has produced as identification an hp a an oath. PIXIE COOK Notary Public • State of 11109® NOTARY PUBLIC: _. • My Comm. Expires Apr 11f,1910 Commission h EE 16!434 Bo ed Througv r° "fir k-ofy Ann. Sign:X&Pr 777W/17 Print: I l �li�_ L434 - CONTRACTOR The foregoing instrument was acknowledged befof a me this day of ffla3,f 120 by who is personally known to me or who has produced �_�,71).1, as identification and who d ---'` '� '" •-m°-A-� NOTARY PUBLIC: a•'Allr'Ps•.,, PIXIE COOK �•'i°`0� ;� Notary Public - State of Florida °• ' • My Comm. Expires Apr 15, 2016 c;,.„. ,c,,, ®, ., Commission # EF 189434 �'' uui ��'•• Bonded Through Nation, Notary Assn. Print: Seal: Seal: *******�*�*****�x***�*x�***��x*�** ***� �*�>k*��*��*>k*�*x�*x�*+s*a***�******�**�**��x•*�x**a��*a*�*�*�**x�*�x*�****�** APPROVED BY �/ 1�Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk MARKO DOOR PROD UC S "Gorge Door spedoMb" www.markodoorcom CONTRACTOR: MARKO DOOR PRODUCTS 5320 ST. RD. 84 DAVIE, FL. 33314 954-587-1011 954-587-4588 FAX tom@markodoor.com j - ""sl SAF oil 47 Pic 41.4, 015" rd= r «� ,c a MAY 0 6 2015 HOMEOWNER: PATRICIA COMBA 534 N.E. 92 ST. MIAMI SHORES, FL. 33138 305-619-3423 �- 24" 8' kf--/ 16" --� !t\, 'm 8'x7' GARAGE DOOR NOT TO SCALE DETACHED GARAGE 11'4" :0: �� • • • •• Y• Residential ! Commercl�I-GnrageoDoers obaiecoric Openers - Sales & Service 5320 W. State Road 84 - Davie. FL 33314 Broward (954) 587-1011 - Dade (305) 947-7639 - Fax (954) 587-4588 26' sell 4p� . F 11.11 !••r o®'Ki ,mommj&ww3mmuv=aiTwww OVORAAAM00O'foA)MCASA -mu,;F ° •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• •0 0 e • • ••• • • • •• • • • • • • •• • ••• • ••• • ••• • • •e• • • • • •e• • • • • • • • • • • •• •• • • • :0 • • •• • • • ••• • ••• May 05 2015 8;51 AM HP Fax MARKO DOOR 9545874588 page 2 . t ALowFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS & CLADDING • WIND STANDARD: ASCE 7-10, FBC 2010 EDITION GARAGE DOORS ONLY County: Miami Dade Wind Speed. 175 MPH Risk Category : II Exposure Category ; D 1. Client MARKO DOOR PRODUCTS 2. Project Name:-PATRIG-IA. COMA RESIDENCE 3. Project Address: _534 N.E. 92 ST. &NJ RHMES,�. zJ-3 3138 4. Buiding Height: 12.-.5' MEAN {See Figure 1 above) (Residential Projects Only) MAXIMUM DESIGN LOADS FOR BUEI DINGS EQUAL OR LESS THAN 25 FEET. KFA.W FOR BULIDING WITH ROOF SLOPE> 10 DEGREE FOR BULMING WITH ROOF SLOPE < 10 DEGREE ROOF NT. 8 FT 9 FT. DOOR WIDTH 12 FP. 16 FT. i8 FT. a Fr. 9 FT. DOOR WIDTH 12 FT. 16 FT. 18 ff. pSF(+ - PSF - PSF(-) pSF(t) PS FSF(+) PSF - PSF. + PSF - PS +) PSF(- PSF + PSF(-) FSF +) PSF - PS + PSP - PSF(+) PSF - 15 46.1 b0. 43.5 58.8 43.6 55.2 41.8 S1S 41.1 50.0 42.3 55.0 41.7 53.7 40.0 50.4 38.4 47.1 37.7 45.8 16 46.7 60.9 45.9 59.4 44.1 55.7 42.2 52A 41.5 50.5 42.7 55.5 42.1 54.2 40.4 50.9 38.8 47.6 38.1 46.2 17 47.1 61.5 46.3 59.9 44.5 56.2 42.6 52.5 41.9 51.0 43.1 56.1 42.5 54.7 40.8 51.4 39.1 48.0 38.4 46.7 18 47.6 62.0 46.8 60.5 44.9 56.8 43.0 53.0 42.3 51.5 43.6 56.6 42.9 55.2 41.2 51.9 39.5 48.5 38.8 47.1 19 48.0 62.6 47.2 61.1 45.3 57,3 43A 53.5 42.7 52.0 44.0 57.1 433 55.7 41,6 52.3 39.9 48.9 39.2 47.6 20 48.4 63.2 47.7 61.6 45.8 57.8 439 54.0 43.1 52.5 "A 57.7 43.7 56.3 42.0 52.8 40.2 49.4 39.5 48.0 21 489 63.8 48.1 62.2 46.2 58.4 443 54.5 43.5 53.0 44.8 58.2 44.1 56.8 42.4 53.3 40.6 49.9 39.9 48.4 22 49.3 64.4 48.5 62.8 46.6 5'8.9 44.7 55.0 43.9 53.4 45.2 58.7 44.5 57.3 42.7 53.8 41.0 50.3 40.3 48.9 23 49.8 65.0 49.0 63.4 47.0 59A 45.1 55.5 44.3 53.9 45.6 59.3 44.9 57.8 43.1 54.3 41A 50.8 40.6 493 24 50.2 65.6 49.4 63.9 47.5 60.0 4.5 56.0 44.7 544 46.0 59.8 45.3 58.3 43.5 54.8 41.7 51.2 41.0 49.8 25 50.7 66.1 166.1149.3164.5147-9 49.3 160.5145.9 56.5 45.1 154.9146A 603 45.7 58.9 43.9 155.3142.1151.7141.4 50.2 Notes - h - Eave height for roof slope <_ 10 degree... .. - Table above sha�vs maximum design readier `how; bila k fWAt in end sone For any other conditionslaones, desi-1oaa9tabeeralaa1ydvn V rat basis . ... .. . . . . Disclaimer :- - This document is not valid without the embossed seat of an engineer employed by Al-Faroog Corporation 0 0 . ' 000 000 goo - No portion of this document may b'eawed 'er reproJAd inn srry ao:erreen (except, however, for that portion af2SCr7-1060-foi tii'here**P • • • 1 �10 JLev, 470' h rY\ 12edvw(le� .W%-C�P5 it q ceer4-b14 7- 41WAYee,20,115 JAVAD AHMAD, P.E. FL# 70592 EH CAN # 3538 ... . . . . ... . . . . 1235 SW 87th Avenue I Miami, FL 33174 j T: MZ4;800 P: W.2d2.6978 I www.deeng.com I alfarooq@afceng.com Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfleld@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamition the Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA Inc: ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2038 Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Certificate of Independence FL5684 R5 COI Certification of Independence of Evaluation Entity - BCIS Home - Log In User Registration Hat Topics Submt Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links -` Search BU ICC Prtessi'a) vilv Product Approval '' USER: Public User FL5684 R5 COI Statement on Independence of Evaluation Entity- ScottHamilton.pdf :�Idi 9C4;PlWw4� Product Approval Menu > Product or Aookation Search > Application List > Application Detail FL # FL5684-R5 — Application Type Revision Referenced Standard and Year (oli Stand9fd): Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfleld@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamition the Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA Inc: ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2038 Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Certificate of Independence FL5684 R5 COI Certification of Independence of Evaluation Entity - Gary Pfuehler.odf FL5684 R5 COI Statement on Independence of Evaluation Entity- ScottHamilton.pdf •• ••• • • • • • •• Referenced Standard and Year (oli Stand9fd): �� • Year • • • • • • • • ANSI?D95M1k6108 2005 ANSI/DASMA 115 2005 9STM E33P • 2002 • ••• • 0 • :TIV 201: • 1994 • • • • • :TA:3 202 • • • • 1994 • • • • 000 '#AS 203• • • • 1994 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2011 Date Validated 12/20/2011 Date Pending FBC Approval 12/27/2011 Date Approved 01/31/2012 Date Revised 02/26/2015 Summary of Products Go to Page 0 Page 2 / 2 0 ell 7 P, FL # Model, Number or Name Description [5684.21 8-09 DSIU-IF171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201 03, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) DPL20, 7200, 7201, 7203, 8200, WINDCODE@ W8 Garage Door JF2Vr,8203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 II 104185-IBC-Rev0l.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 f Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +48 PSF/-60 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional FL5684 R5 AE CBPC 111215-A.odf Impact Resistant Glazing available. Created by Independent Third Party: No 5684.22 22 W8-16 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 g ; 9201, 920 20, int l . min.) bl - r (9' 0 16'2" wide) H 200, 7201, 720 , 8 E® W8 Gara r wi ptional I - 82 slant Lites its a nstalla ' str s ons pprov fo e H es FL yi R5 i - ev01. df Appro d fo a ide H e Verified By: c We Id FL PE 4x495 Im Resis : Yes Create Indepen Third : No i n Pres re: +46.6 PSF/-5 Ev tion Repo O r: M . Wind Speed (V–ult . 0 MPH. ptional 5684 R5 A 111215-A. f ct sistant Glazing avail I Created by I30fKndent Third Party: No 5684.23 2 -18 DSIU- 171: 00, Double- n ated PUR (exterior skin 27 ga. n.; 0 , 9203, HD 0, F20, Inters skin ga. mi o 18 ide W DCODE® L20, 7200, 20 , 7203, 8200, W ara D O1, 8203 { Limits of Use n Illation Instru s Approved for us i HVHZ: Yes 684 R5 II 1 1-I - e 1. df Approved for u utside HVHZ: Yes ed By: M < We rtield L PE 4 95 Im ct Resis Yes Created by deent T d Party: No s' n Press +46 PSF/-50 PSF Evaluati R orts er: Max. W n Speed (V_ult): 17 P FL E CBPq11215-A.pdf j Cr y Indepen nt Third Party: No —.......... _.......... _ ___......__.. 5684.24 - —.... 24 8-0 SIUO- K479: C yon -- Double Skin Ins ated PUR (exterior skin 27 ga. mi , dge/ ookston interior skin 2 ga. min.) with Overlay Single -Car p to L • • • • • • • 9'0* %lde) W DCODE@ W8 Garage Door Limits of Use •. so s e; s so Installati Instructions Appro ed for HVHZ: lei• • • • • • • s• • • F 884 5 II 104277-IBC-RevO2. df App ved for use outside HVHZ: `es• Verified y: Mark Westerfield FL PE I act Resistant: Yes Create by Independent Third P sign Pressure: + PSF/-60 PSF Evalu tion Reports her: Max. Win ed (V,_%):'1t MPH. s *4F5 R5 AE CBPC 21 • • • • • Creifpj by Indepen rd P :N 5684.25 25 ?VV'16 IUO-1 'i9: Csanyon boub •Ski sulated PUR (e erior skin 27 ga n.; Ridge/ ookstone interio n 27ga. min.) wit Overlay Doub - r (9'2" to 1 wide) WINDCODEO 8 Garage D ell 7 P, 4 1 J CLOPAY 9200 HDP20 9203 HDPL20 9201 HDPF20 TABLE 1 HOLMES 7200 7203 7201 NUOFER IDEAL 8200 8203 8201 DOOR HEIGHT SECTIONS* SHORT PANEL LONG PANEL FLUSH PANEL o 4 TD e s s m Lr x C' x m4e' HNro6ML EaOER R.AE AT FA[M HIDIE o e m CDOAmM AnAwD m aml NEIN ®mtt-ix ams B A m W ShLV. mm TED ]ROLLER INK ET te-LC x b3/6'A EAIM f 8 9 allow AnAaED VDM W •4 ■ m9' 9EET METAL ODEHA. 1 0 OPTIONAL: ONE ROW OF I FACT-IRSWIRNT • e� Aa Rna ,a' ox aP IiM Y h aIN�RD w emas roP sECIDrN (9gO1) � NETT--TO-01@ TOP SECMII (CAT 5}bEN} SNAP -IN CLX QLAZINTAM is INJECTION Is f�f ce fin�Er SECTION B -B ACCORDANCE �/EgO ze w /'- ETAR D' ----- SEE SBOTION B -B WN 9•Al r cEa9s. 7o iW lM 3 SIFD. U-sm (4) 14x6/6' SLEEK A, OVER rm AHED 4C(4) SCfER'S ' eO�ffYl-@ SDI A O etsa acTml A -A. DmA1T R OrE�EG p MOLDED G 7110 POM 1/4'x3/4' SELF FRAME"X*= INTOP/UN SCRF3S TRACK 1a O► EIA] xOBSE 1B fL MM TNIQEIEDUDE HINGE • • • • ENm Ln z•� SECTION A -A • • SIRE 7R/CK. O LAE 24 PCF HNEIIWE PAW CONE W WW:.DI�� 9'-0' FLACOCHHK 8DE 3• TALL 50 KB U-BNt • • • • • •INSIDE�AT10N • • OF' 0008. 20 OA OaV. SIFII. • sNAP wox ENIMIIES MY ONTO vM• • • dY • mcAL TRA • • • • • • F4 REVISIONS REV. N0. ZONE: DATE: ETN N0. ALM: DESCRIPTION 00 - 04/22/09 - - INITIAL RELEASE 01 1 - 12/15/11 - I I UPDATED WIND SPEEDS FOR ASCE?-10. EIE IEDIIER TO NOLLE CONN x 3 4' PAN HEAD KNE BGw UDGH • FAUKR 90E 6 Dooa Do 1-7111' BAACTh15GA. (2 a 6-7/87 RFAtl1 • • • gD� • CCG( T - BRACKET ArDICIED W/(4) /14x6/8' 9EET 0 0 0 0 • 000 GDS • d�Hl E METAL SSS IONONE AND GROOVE JOINTS. 14 Gk GALV. RIMIER WN6E. EACH NMDE TO • • •sae• " • • • • w /tFAs/e' METAL Mro (4)(41' 0/4. • • • IAIH5 SELF 7APPDD SCRERS. SEE VON • • • OF DOOR. - 3' TALL x 20 GA ESWL STEEL U -BAC M • • • A 2-1-2-1 PATIBOL ATDp6D WITH (2) • 1/4'x3/4' SELF TAPPING SCRONS PER • • • • • • • • • • • • • • 27 UM (a016' MwJ FXIFJRIOR sTFFE1 SDN Ff(MMC�E.. • • • • H 9-16 TIN. GALV BNED-CN PQ.Y6IER • • • • • • • • PMOED TOP C°"T � ID �� 27 dl MIERIXt STEEL 6YV. SKIN WITH • • • • A BNOD-al f'R61ER AND ABATED -ON POLYESTER PANTED ROP COO' APPLIED • • • • • TRACK CDIQFT RATION • 1401- Eu �S1WPo» I 7G BCTIH SIDES OF STEEL SKIN. • • �( 13 GA GALV. SGEFL FLAG BRACER. I ALUMINUM DOR SOON EACH FA9IEIE5 70 WOOD .NIB RIN E VML l(� 6/1811-b/8' WOOD IAD SCREW. 3 I OALV. STEELBMWBRACKET ATTACHED RIIH (2) /14x6/8' SLEET METAL SICiBS. TRACK COIEIUFVOION AWA DOOR OPENING DOER NOT A THE WIND LOAD PJMW TR OALY. FEEL TRACES TRACT( 7NGGNE1, .0801 4 2-1/2112 GA GALV. Brm. TRACK B7AphT. TRACK BMOhTS PER SIDE (UF TO e• NIGH). TRACK BRACKETS PER SDETD 10' TRACK BRACKETS PER SBE 70 IV 7RACK BRACKETS PER SDE TO IV BRACKETS 70" PER SINE TO 16' 61 NO W1t#Pav,6- PREPARATION OF JAMBS BY OTHERS JIM' THE DESIGN OF THE BIPPOROD SIRUOURAL ELEIExm SKILL FASTENER BE THE TESPWISMILFFY OF THE PROFESSIONAL OF I== FOR THE TIME eu0 DDm OR STRUCTURE AHG M ACCORDANZ WITH CURRENT BUOgND CODES FOR THE LOADS LISTED ON TNS DRARDD. JAMB TO SUPPORTING STRUCTURE ATTACHMENT MAXD.C. 1. ALL THE LOAD FROM THE DOD! 3 TRANSFERRED TO THE IPACR MID THEN FROM CFE TRAtw to THE 2E8 VERTICAL STP (GRADE /2 OR BETTER) JAMBS NO LOAD FROM TEE DOOR IS 7RAlSFB6RED TO TIE IIWROtiOY. (FOP) 2 ALL JAMB FASTENERS MAY BE (eUT APE NOF REWIRED 70 BE) COUNTERSUNK TO PROVIDE A 216 VF7RX'AL JAYS FLUSH MOUNTING SURFACE. M A 1/3 MUM 00MRSE FOR RIND LOAD WAR HSI USED IN THE CAICAMON OF ALLOWABLE LOADS FOR ANCHORS MID FASIENEFIS FOR STEEL. COME AND MASONRY. .,\ :11�F7CS ��,% AFI[ W ■ ii.AW t �EIFi:CS[FIIIlS•�'!-_) v... H F1 41, «31 ILLS/F� Ex "r 1�7:^7t a EDF_fm[®rff�®F.�iFi�l`C'Eri`.7 'I �VF4CG'•(IR[?'-JIE')E`:.3:1_�CA� 'tGE�r/C:��`�AIEGIFII^![-?cSi `:_31��L'i[L•a,� USTED BEIM ACCOROw010 THE FLORIDA fiWDIND CWR OA TIE NIWIIOxIRIAL UDMm OtINRRW BDID NS CODE (EASED ON ASOE7-i O) FOR THE FOUDWPNR wN�TION& 1) TOLERANCES aro ENGDSED BIBMD. 2)DOOR HI• Y OF ROOM N BRDDDD FED ZONE. ANY ROOF SLOPE. AFD 4)'ESRD w A RED ANSI/619N TOO Arm .0 ® f.031 11a SM -SPECIFIC OA NWOKNS Or A aMUFM O51wH .00 - d:.018 ILTUNTE VOID •Z d:.DDJ SPEED om I F -<ED � fm Keo f7D 0000 x+ f.00t D645LPE LEVEL 9 C C D D Lm9r m tt/z TEAR IDOL maw 3Hr 15' W I!P 3d Um— Stated OHHRANee DIMENSIONS ARE M DOW FLn C SUPPORT= mituaRmAL FLFOMNRS SNALL BE DESIGNED BY A REGISTIMEID C— LOADS THE as vEmrx Wood JAMRSI ARE TO BE �SECT GRADE 2 OR OEEIEIt YE11ON PM W LOAD IS SEVANI. 18 GA MIN. OALV. STEEL FFD SI6E 7RAIRWERIDDPT MAVHOR¢aRT �) JAI IL ALL JAMBREHIUIRED) = Clo ,ay COUNTERSUNK TO PROVIDE A FLUSH CI3IPAY V\I•N/DLOQAD RATING MOIMIMB SURFACE. 12 GA. OALV. STEEL TRACK TM . 51�,� BUCKET FASTENED 70 WOOD .NMB WITH 6/1811-8/B' 16 GAL MR SAW. STEEL CENTER RINSE FASTENED 70 BACK RE WOOD TAG SKEW PER BRIGEf. `,7A1g• L OF DOOR W/(4) DON #14x6/6' SHEET META. SCALES Y QALY. sEB. TRACK FAs1ETED TG PPUUS9111 NL T. TRACK TORBRAlCElB. EAOI BRACKET ATTACHED ONE 1/418/8• BOLT 14 Q0. GALY. STEEL R[ILL2R FBNGE FASTENED 70 F?ID SRFS W/(4) EACH NUTWITH AND NUT ffi 7W0 1/4• RNEIS. /14x5/8' SWEET METAL SC 'CROS AND (4) 1/4'x3/4' SELF IAPANG SCREIM Y 10 BLLL SED. ROLLER (1-3118' K 7/16' K 4-1/4')uWITH ST(EILp)ORWNVUON TRE t//742LND n / REO F71d1 DOMO n PREPARATION OF JAMBS BY OTHERS JIM' THE DESIGN OF THE BIPPOROD SIRUOURAL ELEIExm SKILL FASTENER BE THE TESPWISMILFFY OF THE PROFESSIONAL OF I== FOR THE TIME eu0 DDm OR STRUCTURE AHG M ACCORDANZ WITH CURRENT BUOgND CODES FOR THE LOADS LISTED ON TNS DRARDD. JAMB TO SUPPORTING STRUCTURE ATTACHMENT MAXD.C. 1. ALL THE LOAD FROM THE DOD! 3 TRANSFERRED TO THE IPACR MID THEN FROM CFE TRAtw to THE 2E8 VERTICAL STP (GRADE /2 OR BETTER) JAMBS NO LOAD FROM TEE DOOR IS 7RAlSFB6RED TO TIE IIWROtiOY. (FOP) 2 ALL JAMB FASTENERS MAY BE (eUT APE NOF REWIRED 70 BE) COUNTERSUNK TO PROVIDE A 216 VF7RX'AL JAYS FLUSH MOUNTING SURFACE. M A 1/3 MUM 00MRSE FOR RIND LOAD WAR HSI USED IN THE CAICAMON OF ALLOWABLE LOADS FOR ANCHORS MID FASIENEFIS FOR STEEL. COME AND MASONRY. .,\ :11�F7CS ��,% AFI[ W ■ ii.AW t �EIFi:CS[FIIIlS•�'!-_) v... H F1 41, «31 ILLS/F� Ex "r 1�7:^7t a EDF_fm[®rff�®F.�iFi�l`C'Eri`.7 'I �VF4CG'•(IR[?'-JIE')E`:.3:1_�CA� 'tGE�r/C:��`�AIEGIFII^![-?cSi `:_31��L'i[L•a,� USTED BEIM ACCOROw010 THE FLORIDA fiWDIND CWR OA TIE NIWIIOxIRIAL UDMm OtINRRW BDID NS CODE (EASED ON ASOE7-i O) FOR THE FOUDWPNR wN�TION& 1) TOLERANCES aro ENGDSED BIBMD. 2)DOOR HI• Y OF ROOM N BRDDDD FED ZONE. ANY ROOF SLOPE. AFD 4)'ESRD w A RED ANSI/619N TOO Arm .0 ® f.031 11a SM -SPECIFIC OA NWOKNS Or A aMUFM O51wH .00 - d:.018 ILTUNTE VOID •Z d:.DDJ SPEED om I F -<ED � fm Keo f7D 0000 x+ f.00t D645LPE LEVEL 9 C C D D Lm9r m tt/z TEAR IDOL maw 3Hr 15' W I!P 3d Um— Stated OHHRANee DIMENSIONS ARE M DOW FLn C 0-02 PRODUCT APPROVAL 5684.21 TEST LOAD& +72.0 P.S.F. & -90.0 P.S.F. DESIGN ENGINEER 5 NC P.E 23832,•TEXAS P.E. #91513 FLORIDA P.E. $�8585 A ~ = Clo ,ay `re^ CI3IPAY V\I•N/DLOQAD RATING TM . 51�,� BuBdlq PNal�le �anpmry Fax Na 513 -T/0 -M 7'1F A-/ DESCRD7TION: 2' SINGLE CAR URETHANE CLASSIC DOOR 9200 DRAWN BY: SH JDATE. 04/17/ SCALE: NONEDWG.R CHECKED BY. SH DATE: 04/22/ SBEU 1 OF 1 SIZE L DWG. NO.: 104185 VER: IBC 0-02 PRODUCT APPROVAL 5684.21 December 15, 2011 8585 Duke Boulevard Mason, Ohio 45040-3101 USA (513) 770-4800 - Fax (513) 770-3558 Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7 through W9 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited Independent laboratories as required by 9N-3.005(4), the engineering rational analysis, and the product drawings. The test reports are listed below. Testing was conducted by American Test Lab North Carolina and Hurricane Engineering and Testing Inc. For the doors listed in the Tables below, Static Pressure Tests were conducted in accordance with TAS 202, ASTM -E330 and ANSI/DASMA 108. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201 and TAS 203 and ANSI/DASMA 115. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in the Tables below are in compliance with the High Velocity Hurricane Zone test requirements of the 2010 Florida Building Code Sections 1715.5.3.1, 1625 and 1626 and therefore are qualified as impact -resistant assemblies. i.MUL..G is urawrrrys sur UUUrS witn rianura14 rr�y rruuuLL %.vurr Ilvlr�.r rHry-d 101702-Rev11, max. door size 9'0" x 16'0", +42/-48 PSF (design 1 101309-Revl5, max. door size 16'2" x 16'0' +42/-48 PSF(design 1 101296-Rev14, max. door size 9'0" x 16'0", +46/-50 PSF (design 1 raocc c. urawriiy IVr uvvrs wr�rr riarru�ac4urri19rruuu'..vuc {,-i�rrri Nrv-<-ra; 102621-Rev07, max. door size 18'2' x 16'0", u. +42/-46 PSF (design load) 103287-Rev04, max. door size 9'0" x 16'0", +54/-62 PSF (design load) 103547-Rev05, max. door size 9'0" x 16'0", +48/-54 PSF (design load) 101300-Revl6, max. door size 16'2" x 16'0, +46.6/-52 PSF (design load) 101706-Revl3, max. door size 9'0" x 16'0", +62/-72 PSF (design load) 1U1703-Rev11, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 101488-Revl3, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 103028-Rev08, max. door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE 4• Drawings for doors with Manufacturing Product Code (MPC) DSI,EO-1M479• 103436-Rev02, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 103560-RevO4, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 5: Drawincis for doors wi ho f u in P du de MPC C -D 101705-Rev08, max. door ze : �..�: .1.�."I +52/-58 PSF (design load) . .. . . . . ... . TABLE 6: Drawings for door v+rith;Matrufacturing Product Code (MPC) C -PAN -1E448: 102645-RevO7, max. door size 12'2" x 18'0", +50/-56 PSF (design load) 103288-Rev03, max. door size 14'2" x 18'0", +50/-56 PSF (design load) ... .. . • ... .... .. . . .•.. . ... . ... • ... . ... . PAGE 1 OF 5 • • • • FILE: CBPC_111215-A.Doc • • • • • •• •• • • • • • • • • •• • •• ••• • • • ••• • • so Clapay am EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 — W9 104067-Rev2, max. door size 16'2" x 16'0", +46.6/-5Z PSF (design loa 104121-Rev01 max. door size 9'0" x 16'0", +50/-58 PSF (design load) TABLE 8: Drawings for doors with Manufacturing, Product Code (MPC) DSXE-IE471: 104038-Rev02, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 1U4165-Revol, max, door size 9'0" x 16'0", +48/-50 PSF (design load) 104280-Rev01, max. door size 16'2 x 16'0", +46.6/-52 PSF (design load) 104281-Rev01, max. door size 18'2" x 16'0", +46/-50 PSF (design load) 1V4Z//-Revuz, max. door Size 9'U" x 16'U", +54/-bUPSF taesign ioaa) 104278-Rev02, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 11: Drawings for doors with Manufacturing Product Code (MPC) C -DSIV -1F447: 104112-Rev00, max. door size 16'2" x 18'0', +50/-56 PSF (design load) TABLE • Drgwir dooM with ManufacturingProduct 104245-Rev01, max. door size 12'2" x 18'0', +52/-58 PSF (design load) Test Reports ATL 0428.01-09; ATL 1112.01-96, 0808.01-06, 0305.01-08; HETI 95-494, 95-496, ATL 0808.01-06; ATL 0924.02-02; ATL 0823.01-06; HETI 94-252, 94-254, ATL 0808.01-06; ATL 0827.01-04; ATL 1008.01-07; ATL 0606.01-05; ATL 0107.01-09; HETI 02-1267, 02-1268, ATL 1018.01-04; ATL 1018.01-04; ATL 0415.01-08; ATL 0331.01-08; ATL 1106.01-07; ATL -0128.01-08; ATL 0327.01-08; HETI 03-1358, 03-1359; ATL 0610.01-08; ATL 1202.01-08, ATL 1210.01-08; ATL -0609.01-09; ATL 0415.01-08; HETI 03-1358, 03-1359; ATL 0606.01-05; ATL 1106.01-07; ATL 0512.01-09; ATL 0127.01-09. Product Description for doors with MPC PAN -21F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 73, 75, 6RST, 42, 42B, 84A, 94, 98, 4RST, 4F, 48, 4813, 1500, 190, 55, 55S. Product Description for doors with MPC PAN -2F143• These doors consist of 2" thick steel pan sections with min. 24 ga. (0.0239") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next-to-the-topseacw . Op4lonelsImpect-Resistant Glazing is a one-piece injection -molded front frame and •jlari�g;1�he f*11;ring models are at least structurally equivalent to the tested docjl r84�, ;J, 96,•41;S'.F,•gFff, 48, 48B. .. • ... .... ... . ... . ... . PAGE 2 OF S �;' ; ; : : •: • : : FILE: CBPC_111215-A.DOC • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, w7 - w9 Product Description for doors with MPC DSIE-IF171: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both Inner and outer skins are min. 27 ga, (0.016") G40 DDS per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200. Product Description for doors with MPC DSIEO-1M479: These doors consist of a base 2" double -skin insulated section with an EPS core laminated to both skins. Decorative overlays are attached to the exterior skin, adding not more than 5/8" to the total thickness. Both inner and outer skins are min, 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CGnn, CPnn, HPnn, CXnn, SXnn, AGnn. Note that'nn' represents the arrangement of the decorative overlays, The first digit will have a value from 1 to 3 and the second digit will have a value from 1 to 5. Product Description for doors with MPC C-DSIE-1F447• These doors consist of 2" thick steel pan sections with min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The steel skin is at least G40 CS -B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3200, 3220, 240. Product Description for doors with MPC C -PAN -1E448: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 CS -B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 524, 520, 224, C4ST, COST. Product Description for doors with MPC PAN -2F4 These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: G4S, GS4, GD4S, GR4S, E4S, ED4S, SS4,,AR4S. Product Description for doors with MPC DSIE-1F471: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is.24". The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR21.", AR2SP, AR2LP, ED2SP, ED2LP. Product Description for doors with MPC PAN -2F151: These doors consist oU"•thick steel pan doors with min. 25 ga. (0.019") outer skins, The steel skin is at lelst G4Q Cg)trrW-r'c*t AS-WA653. The maximum section height is 21". The following models he Xleasl taiVequivalent to the tested door: 76. ... .. . . . ... .. . . ••• • ••• • ••• • PAGE 3OF5�:� : : : : � � � � � � � � � FILE: CBPC 111215-A.DOC • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 — w9 Product Description for doors with MPC DSIU-IF171• These doors consist of 2" double -skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next - to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Product Description for doors with MPC DSIUO-iK479: These doors consist of a base 2" double -skin insulated section with polyurethane insulation foamed in place between both skins. Decorative overlays and optional cladding are attached to the exterior skin, adding not more than 1" to the total thickness. Both inner and outer skins are min, 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CAN2nn, CAN2nn-N, BRK2nn, BRK2nn-N. Note that `nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from 1 to 8. Product Description for doors with MPC C-DSIE-1F447• These doors consist of 2" double -skin insulated sections with an EPS core laminated to both min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The steel skins are at least G40 CS -B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3200, 3205, 3220, 240, 240G. Product Description for doors with MPC C-DSIU-1F447• These doors consist of a base 2" double -skin insulated section with polyurethane insulation foamed In place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested -door: 3720, C7X20, 240U, 3722, COX22. Product Description for doors with MPC C-DSIU-ID447• These doors consist of a base 1-3/4" (min.) double -skin insulated section with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not gtegW tp cnddresj; 411 dasign details and relies on the illustrations and text of thele dravlinWa4 vtiell. : Jambs, lintels, sills or oth&r sCructwrJI tr4ments required to prepare openings are not covered. The design•3f tRe support`ingstruclural elements shall be the responsibility of the professional of record for the building or structure and in see ••• • •so • • • • • • • • • •• • • • • • • •• • • ••• • ••• • ••• • PAGE 4 OF 5 • i • i : i i • i • : : FILE: CBPC 111215-A.DoC • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MCIUM EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W% — W9 accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per 9N-3.005 (4)(e), including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's Installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature;,,,, �rrr rr r 4 � . icq t`%lamlfton,:`;. 10"ri�ia R. E. l�f, � 614, 3 Al 5 � t •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • •• • • • • • • •• • • ••• • ••• • ••• • PAGE 5OF5••• • • • • ••• • • • • • • • • • • FILE: CBFC 111215-A.Doc • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 PREPARED BY & RETURN TO: Name: Gaston Forrtela Miami Title Group, Inc. Address: 1444 Biscayne Boulevard Suite 306 Miami, FL 33132 File No. 15-0222GF Parcel No.: 11-3206-014-1180 FOR CFN: 20150218401 BOOK 29566 PAGE 1013 DATE: 04/06/2015 08:54:07 AM DEED DOC 3,867.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY This WARRANTY DEED, made the day of April, 2015, by MICHAEL S KOVENSKY and CYNTHIA MAE KOVENSKY, husband and wife, hereinafter called the Grantors, to GABRIEL KIRESTIAN and PATRICIA COMBA, husband and wife, whose post office address is $34 NE 92 Street. Miami Shores, FL 33138 , hereinafter called the Grantees: WITNESSETH: That the Grantors, for and in consideration of the sum of $10.00 and other valuable consideration, receipt whereof is hereby acknowledged, do hereby grant, bargain, sell, alien, remise, release, convey and confirm unto the Grantees all that certain land situate in City of Miami Shores, County of Miami -Dade, State of Florida, viz: Lots 2 and 3, Block 58, Miami Shores Section No. 2, according to the plat thereof as recorded in Plat Book 10, Page 37, Public Records of Miami -Dade County, Florida. TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. SUBJECT TO TAXES FOR THE YEAR 2015 AND SUBSEQUENT YEARS, RESTRICTIONS, RESERVATIONS, COVENANTS AND EASEMENTS OF RECORD, IF ANY. TO HAVE AND TO HOLD the same in fee simple forever. And the Grantors hereby covenant with the Grantees that the Grantors are lawfully seized of said land in fee simple, that the Grantors have good right and lawful authority to sell and convey said land and that the Grantors hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever. Grantors further warrant that said land is free of all encumbrances, except as noted herein and except taxes accruing subsequent to December 31, 2014 ***SIGNATURE PAGE TO FOLLOW*** ti CFN: 20150218401 BOOK 29566 PAGE 1014 IN WITNESS WHEREOF, the said Grantors have signed and sealed these presents, the day and year first above written. Signed, sealed and delivered in the presence of Witn ' afore , �p Printed N)h A i s %n Prin Name: STATE OF FLORIDA COUNTY OF MIAMI -DARE — , i'je' L.S. Name: M h 1 t Kovensky Address: 8105 Tumblestone Court, Delray Beach, FL 33446 U1. `�U l(✓�Qc L.S. Name: Cynthia Mae Kovensky Address: 8105 Tumblestone Court, Delray Beach, FL 33446 The foregoing instrument was acknowledged before me this `� day of April, 2015, by MichpeI S Kovensky and Cynthia Mae Kovensky, who are personally known to me or who have produced cit► v4/� rl' �� <e.. as identification. Signature of Notary Printed Name: My commission expires: ,.°'irr� Gaston 1=ontela COhi4iISSION# EE 113861 EXPIRES: JULY IS 2015 ��ip .•` WWW.AARONNOTARYq M