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REV-18-689 g . . . .. . .. . . . .. m ' . • • • . • . • • • ma�• ate —`+aft., �y'd`,,,, . • • . . . . . . �, O X W RECEIVED ~ J z o = C LU MAR 15 1018 ^ W W J � z � � C Ow a z J — Q © 87 v c; Z12 caABBY LEPOLD ,l o 10295 NW 1 AVE �� ' MIAMI SHORES , FI 33150 • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • • • • • •• • •• • • • • • • • • • • • • • • ••• • ••• • Property Information •. ;•; ; ;.• ;• •. BuildingInformation Owner: ABBY LEPOLD ' ' ' ' )k d Zone: 175 MPH. Address: 10295 NW 1 AVE Exposure Category: C MIAMI SHORES,F133150 Minimum Building Dimension: 20 ft. Mean Roof Height: 15 ft. Risk Category: III s, Design Pressure Calculations IF-Opening Location Device Device =Eleva ce Max Positive JL�Max Negative Number Zone Width(in) Height(in) n(ft) Pressure(psf) Pressure(psf) 1 End 108 84 7 35.3 -44.0 a� Ole Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(1017)Florida Building Code. Page 1 of 1 -a. . •. •.• • . • •.• MlAMNDADE MIAMI-DADE COUNTY `` • : • • • • • PRODUCT CONTROL SECTION 0 •• : • : •�. 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY WD WONOiI✓kC AXAOUR&,S N&) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE 50A). www.miamidade.Eov/economy Clopay Building Products Company • 8585 Duke Boulevard Mason,OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may "^ immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved.as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Steel Pan WS Sectional Garage Door up to 9'-0"Wid (D�-62.0 APPROVAL DOCUMENT: Drawing No. 103287,titled"Steel Pan Door u sheet 1 through 1 of 1, dated 03/03/2005, with revision 07 dated 07/18/17, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami-Dade County Product Control revision, stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING Large and Small Missile Impact Resistant LABELING: A permanent Labe * er r o, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami-Dade County Product Control Approved' is to be Iocated on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida;and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer of its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0531.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. ` The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No 17-1016.24 MIAMI-DADS Co® Expiration Date: September 15,2021 Approval Date: December 28,2017 �7iul�E' Page I 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• Clopay Building Products Company NOTICE OF-.EC PTA1RCE•.• OVIDTNCE SUBMITTED . . . . . ... . ••• • 1. EVIDENCE.SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted u ldir*JVPA* iii-j331.#5" I. Drawing No. 10328T,titled"Stet-I Plan•Dbbt uli'to 9'W+54/-62 PS F", sheet I through 1 of 1, dated 03/03/2005, with revision 06 dated 04/2016, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA #16-0531.05" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of 9'x 8' 24 ga steel garage door Model 94W8, prepared by American Test Lab, Inc., Test Report No. ATLNC 0622.01-15, dated 07/13/2015, signed and sealed by David W.Johnson,P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90 panels, prepared by Fenestration Testing Laboratory, Inc., Test Report No.7890, dated 10/01/2014, signed by Idalmis Ortega,P.E. "Submitted under NOA # 05-0316.01" 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of Specimens A, B, C and D Clopay Model 94, 9'x 8' 24 gauge garage doors, prepared by American Test Lab, Inc., Test Report No. ATLNC 0827.01-04, dated 10/22/2004,signed and sealed by William F.Wescott,P.E. C. CALCULATIONS"Submitted under NOA#16-0531.05" 1. Anchoring calculations prepared by Clopay Building Products Company, dated 05/23/2016, signed and sealed by Scott Hamilton,P.E. "Submitted under NOA #05-0316.01" 2. Fastener Attachment Calculations prepared by Mark Westerfield, P.E., Sheets 1 & 2, dated 03/03/2005, signed and sealed by Mark Westerfield,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. �Z fdt7 Carlos M.Utrera,P.E. Product Control Examiner NOA No 17-1016.24 Expiration Date: September 15,2021 Approval Date: December 28,2017 ' E-1 . . •.. . . . ... .. .. • • . .. .. . . • . . . . . . . . ClopayBuilding Products Company NOTICE OF•ACeTPTArkC1•:• VVIDUNCE SUBMITTED • . . . ,. . . ... . ... • .• F. STATEMENTS "Submitted under NDA #16-053-1.05" 1. Statement letter of o8ae canformanue X85:$aition(2014)FBC issued by Clopay Building Products Cogn�a4y;djt jt D5i13/20k6, signed and sealed by Scott Hamilton, P.E. •• • • • • • ••• of 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 05/23/2016, signed and sealed by Scott Hamilton,P.E. "Submitted under NOA #15-0225.04" 3. Statement letter of code conformance with the 2010 and the 5"'edition(2014)FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103287, titled"Steel Pan Door up to 9'W+54/-62 PSF", sheet 1 through 1 of 1, dated 03/03/2005, with revision 07 dated 07/18/17, prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS i 1. Statement letter of code conformance tobtb Edition (2017 BC, issued by Clopay Building Products Company, dated 10/04 17, signe and sealed by Scott Hamilton, P.E. 1 21�ZOt7 i Carlos M.Utrera,P.E. $ Product Control Examiner NOA No 17-1016.24 Expiration Date: September 15,2021 Approval Date: December 28,2017 E-2 R i k 4 3 2 1 MODELS CLOPAY 84A. 94, 98. H94 (24 GAUGE, REVISIONS' MODELS HOLMES 48 (24 GAUGE) REV. NO.1 ZONE:I DATE: I ECN NO.1 APPVD: DESCRIPTION MODELS IDEAL 4F, 4RST. 114ST (24 GAUGE) O6 - 3/30/17 - - REMSFDI FOR 16'0" HIGH DOORS END 1- ATTACFED TD DOOR SKIN YWM PAlFN1FD END SELES ATTACHED TO DOOR 9011 RUN-PATE N ToD MD(STSIIM.S THE wAw:(z)W END AT THE 07 - 7/18/17 - - UPDATE CODE COMPLIANCE STATEMENT TO ADD 6TH,EDITION FDC. - TDC-L-L( MNN.NL TTI BO NAVE(x)CLINCHES TI ENE TOP WD(2)CL"' AT THE mITENI M"" END SIRE TOP AND(2) IBCHFS AT THE DOTTED OF FKH w0 SIVE. END ON ta"SEE—1MVE W E—N. EVEIAY NE.12 HI&TRMK SUPPoRf BY ENR—ET END SOLES ON IB`YCmNS FMVE(t)CLIEIOF6 EVENLY SURD ACROSS THE FACE OF THE SECTION. OmRTBUTED 817055 M FKE OF T fE SEETON. EnD STE£a 011 xl'SECTIONS IMNL(6)CUNCICs EVENLY DOOR WSTALLER(R!SIfD ATT NW WOx(2)1/t•Mi]/t• D D END 1-ON 21•a:.—NAVE(5)flLNCHEa EVENLY OL:RBILF—817055 THE FILE OF THE SCTIpt CFRRR W.NO No. rOR DDas ortR a•FBox DSMRQLTEO ACROSS THE F OF 1M SECTILE. WERWEDNTE STILE ARE ATIKKD MPH ' NTERNEDMIE STRE ARE ATIACXED M. lOG-L-LW(}0P t BDTidO AND URnMANC TRK HORQONTAL TOG-L-LOC RDP k 001704)AND LREIAHE AMFSNE ALOE.A—) ENIEA. A9ESN'E(A x CENIFrA). SEE rnLE(TABLE FOR a) SEE STCE TARE FOR DIY. 3 GA'MV.STEEL ""'T.EACH FASTENED ro wWo mUBLE TRKK _ TABLE 1 JWB 2)1(3�5/16•+-i/2'WOW IAO SCREE A40 10 IRKK Iw'HFAnnmN OP'ON NUNBER — (2),/1-T 11/ BULT k NIR. SEE ENO-SE DOOR HEIGHT OF DETNL SECTIONS' FlOURATDN T• , .Ia e ro 0B 3 I - ad l-1 T N I SI CE NIFRFdED. NGE•I- i _ _ e CETNL I p-11114 _ CS �g I 16mw..0 rA.w.r a xr�c" 8 l x•04v.51EEL TRN]f _ _ OO 1.� (TRKK TMLTWESS 51�CFlW _ _ ON SWB VEW7 gg4% AOEst TrO AOeF�iNa ggW LOCx rompN(Bn�I I _ _ 8 *armx or 8 - 1wT1°luaefiw; Y IC.M - iil CF SAa �u TESTEMROwKErt '%*• TYP.2-1/T'.Iz aI _ 4N.ALN. n _ Y i a STILE TABLE g SIEEL,RKK DAp(E V C • xAsi ••• •i•Lt n —A eB�OaLr X ELo tP FnKSM I ® ® — wDaaoR dnoaloEwo LFTrton. •XS'L Ij ;- is e. I TEFT DR VITH '.TE. OPSWSauDE ® LELtE M •Kx- (o ) M i-T•110CN ••• O• I - EmR wWTH -0' —1 ioR of mMrh Kn A (SLE FOR 000000 OF FIu Xt' yL FNP sIIwNFR �I • F-F---- •. • (wz IRu ao 50.N.) Laa raa • • •••••• MM.DDDR wTmH.N•-0• • NCTE ELEVAlr1 MORIZOMAL(lOP]]JWB SECmN A-A (NO LOAD fROM DmR) •t• •• s ONTO ylprcxuLwpE�.,B •• •• t-'12.25'ONE fW ItCMH • • END 2.75' -- tp-1i/rwv. o- ILE (t)/14 SHEET METAL SCf4DV5NhW Vr.1/B'cln Ira xvrs IHIISLIDE BOLT LOCK ENLACES SlDINTO VERDCM TRACK.ONEFASTENER _ HAFIOIE ON EACH SIDE OF DOMC 7.5• '• KWWDM 0)g'w,HED TO DOOR I�INND� wwGES IN SELLPINGSCKM. DIA.Sf,F • C g�&K o'r�rr a�aoa•rcn SIDE NSDf Df BOLT ' INX,C.C. END NNGE1. VFKX _�Ai�, oC EOo(IiNt OF DOOR. LOCK DPTON 1E Gl I.IMmHTE MN_ R��— FASTENED TO E1N ••• •• w •• •• ••••••• - �JAIIB SHIP WiJMMS SHEET METAL�F2RfYY$ k(!)1/4•SELF • • • • JAMB TO SUPPORTING STRUCTURE ATTACHMENT TAPPING scEwz o , T+a ER pN 6 1)Au TIE two FRou�E—4S rR4KTERRElTO ME TRKK IND n+w rnou THE TUCK To THE 2Ka vERncaL sYP '. .••• •• (6RA0•y TIER).4M85 NO IIC�V FROM ryry[E DOOR 6 tAMiSERRW TO THE fK1RIZMRf1(IOP)JWB. STOP 40tADNy 0Y DOOR J•TALL.20 GA I— x) tae F ERS NAY BE(BUF•}nT REOU6Rb)mUN1E W.TO PROVIDE A RLS.40UNTNG SU,— NSILA (TOIS613 PER L u BM M u-BMs F)�t/J S'TitE15 RRFASE FOR YdND LOAD WM f14I UBW IN THE LALCU{ATON OF,W.OWABIE LOMS FOR ANCHOR$AND GA PAafIW s1EEL END SIBS EKH U-0Vt PITACXE0 ASIE•1•I✓WTFEL mE2RER M'0 MASONRY. CH FNDNSIEF 1FASURES 2-S/B•.2'. NTM 1 1•SELF TAPPING 20 w PNMfD STEEL NTE.. Y.[=M ED PROMSS'N EENT 0 MR MND LEADS AT I iBE p�p W5 STIEIEKH rnlE MFASLNFS x•xx•. 9MJWN ON THIS DRAWN.. .—M.--T WOOD FRAME BUILDINGS 12 GA DA710— L TRACK UIGTDrc. SRp MALLS M DOOR OPENING SHALL BE FRARED SOLID BY NOT LESS TRW(])2.6 PRESSURE aU,CCNET FA0 WOW('RADE x2 OR BETTER)WpOO STUDS OF A SIRES GRADE NOT LESG THAN 1$DO Psi LNIB MIM M .—IPRODUCT REVISED HE FIBER STRESS IN BENDING(F,).STUD WALLS TO BE E-TPIXUS FROM FOOTMG TO BPIGQT. 11a.A cuv.STEEL INTER HNCE as wm 1 In with th•Florida T• PACK O.OW i FASTEN�Enp`TSO 4ENTER rnEE w'/(t� P y 9 _1MCK D TO— EACs rl1 /e SHELF MET,St— Building CCode 121 G4 G4.V.STEEL BOTTOM—NETWALL OR CONCRETE ATTACfEa Y11T11(2)iIMS/a•SxEfi NETK SCREWS. 6RAOE{2OR aT'ER)-DD-IB SHALL E ANOfORED To GRMlT RONFMRCED BLOCK WALL CH BRACKCT NOA-No. 17-1016.24ETE COLUIN, CELLS—BE FLLLEO WTM WNCRETE AND RONMECED W.ryATTKHED WDH1•-205/e• StairKUTANUM ORPUSDN k wNYL WEAMwSIPF. IFORCING BIBS EKrENDNG MO THE WOUND AND INTO TIE BEALS. ALL BARB SHALL BE COENUOUs LT k NUr D /1'.RNE(S. 14 OA—V. END HNCE Expiration D to 09/15/2021 N-uuxu4 aclr,�m TD SECIpN CRM/a.1/2• FF THE RE REAMS TO FmnNO PER—R-CR CONCRETE COLUMN. BLOCK WALLS AND ,nInS 6TlON FAS ..D TO D SIRES W/(t)EACH SELF TMPNG SCREWS AT 21-1/2.OG,NNL CRETE—NS TO BE DE5131ED BY THE WILDING w9NEER OR ARCHITECT OF RECORD. / METAL SCREWS k(4) 286 JAMB TO SUPPORTING STRUCTURE ATTACHMENT �HS SIIf TA PRO SCREENS By (NOT TO aE USW Fm ATTACH4wT Oi INCE BRKKETS) .I,'11:FL) FPr?EEL 1KM STEEL OR Ntt➢N nRL MIam4-0a Product Control Q'�r;C Qh/, '•.I DESIGN LO S: +54.0 PSF -62.0 PSF. PART NO.: N/A A Mn IatH,ffi SG " . '(J L unless Stated Olherwtse —Cho 8y 0585 Duke Boulevard CLOPAY wINDLOAD RATING ~ pSIANCE STEEL 44C El1T'.,.U�=; TOLERANCES., Mason,OH 45040 U!4 BEM'EEN WAS-;Lg ` / BUILgNC TYPE FASTErEA TYPE FASTwETCi EWNFOI : -.i _ Tel.No.51}-770-4800 ,(\/ GROUTm FIOl10w OP 1/1•.J•11-1/4•EMBED)R1V TAPWN CONCRETE AN—(2-1/T•MN.EDGE CISTINCEJ P-1/x• •o.Ix ':S(� ', I .0 = 3.031 ORgdilg NDdw:tI aly Fox ND.513-770-4853 � APccN OONCKEEWMIOrt -12 IN, 21 j E�2'?R = .00= 3.015 DESCRIPTIO : PAN DOOR 9'W +54/-62 PSF THIS PRODUCE CONFORMS TO THE .000 = 3.005 W FRAU 1 z ,♦ 1- [ _ uG s< ,LSTM - O ,.E .,,ti •: _ .0LRREA—OF THE TD10 FMC. DRAWN BY:RJK DATE:04 07 0 SCALE:N A 2 NN 5 U 1• _ THE FFM EMipX IBC,AND THE .DODO 3'..001 / / / DWG. • M ,Gf�, •} SIKH EDITION Fac. Degreae— 31/2' CHECKED B : SH DATE:03/03/0 SHEET 1 OF 1 SIZE 1J •- FIRS Si6AiNA1gR C(EW STERNO fA04 Do—AT No MORE TIHm NN r or'NAKIW4 ON CENTER amam 0' HMI/STEW Ie(>'TAMW AT LEAST AS XOP AS THE DOOR OPENING HEIGHT T •. BESIDE ENGNEER:SWR IVJIILTaN,D.E. Unless Stated DlNerwue e F�1 RORM P.L/63x86 DIMENSIONS ARE IN INCHcS.Dn G. NO.: 03287 VER. MD �N^'� 2 1 I I Miami Shores Village F— ,. Building Department MAR 16 10050 N.E.2nd Avenue Miami Shores Florida 33138 ` v Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F B✓✓C 20 BUILDING Master Permit No.%G Z5 PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING 0 REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10295 NW 1 AVE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3101-018-0060 Is the Building Historically Designated:Yes NO X Occupancy Type: RES Load: Construction Type: CBS Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):ABBY LEPOLD Phone#:608 347-0998 Address: 10295 NW 1 AVE City: MIAMI SHORES State: FLORIDA Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: JCAB ENTERPRISES INC Phone#: 954 288-4798 Address: 1553 NW 102 DRIVE City: CORAL SPRINGS State: FL Zip: 33071' Qualifier Name: ROBERT ANDRADE Phone#: 954 288-4798 State Certification or Registration#: CGC059638 Certificate of Competency#: DESIGNER:Architect/Engineer: NSA Phone#: Address: City: State: Zip: Value of Work for this Permit:$44" Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALL GARAGE DOOR. CHANGED NOA (+,d�.►fie.� Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) t Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. L4ASignature Signature Ll OWN E or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of / ' A 2CN 20 I'S by ¢ day /noff / 4J-LGI1 20 is by fJLuy LSU LL-) who is ersonally know who iserso�nally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: ROBERT GREY ANDRADE print: =+?�' ;�, ONEIL ROBINSON ...Y GomwssieN Seal: EXPIRES November 13,2019 Seal: '•?a� EXPIRES,August 05,2021 N07)398 0 53 FWddsNotsryServloe.00m F. ################################ #### ###################################################################### APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) JCIAI EHTfflP11ES+ it 6 k Ome I Coral Springs,1113071' Mi 19541 Z90=4790 FX(951688= 6707 DATE1 18 SOLO TO� �3 �� �c-Po( 1,0 PHONE G UR 3 Y-�-O 9 4fi FAX 'JOB ADDRESS l 0. L g S / ! Li v' r Cm,,STATE,rZIP. _l`1 ZA-wr, S Ho k,4s F /S o MAILING ADDRESS Co,STATE;ZIP , CONTACT PHONE CELL APPROX BEL.-DATE TERMS OF PAYMENT DEPOSIT``` - PAYMENT BALANCE i AFTER MIME!F r i OA COI�IEIION f QlsTluur�ll This 6ntract is subject to covenants and conditions on the reverse side hereof.This con6act is the complete agreement between parties and no terms,conditians, ., contiiiQencies,materials ur work shall be ezpeeted of either partq except as expresslq provided'for herein. (C J///////� \yam/�•��(/� �, Igo 0 dic— { � �. `C.1 X • Aj a Section 50t=Florida Status(Consumer Pintectionl provides that'—the bailer hasthe right to cancel a borne so6atat on she .SALES PRICE mg midnight of the thud business dall after the daq on which the buger signs an agreement_' g PERMIT FEE I/We have lead the fdq,-rrm9 proposed contract and accept the same on the terns and condif ions printed ori the;reverse side TOTAL CONTRAC�92 aWd asstaid a"� - Y LESS DEPOSIT 1 , Buger= -pad 3 l s ► LESS PAYMEMT BALANCE DUE ON COMPLETION .ICAB ERTERPMSES UtCC S'Lo PERSON OF INSTALLATION To [G[059636 gUO i Miami shores Village ` Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138reP' Tel: (305)795.2204 LORipA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for 'the verification of conformance with Product Approval (NOA). Acknowledgement: u lqbbq Le, o Qualifier/Ownf Signature Date Print Name s � U%0c"%o11 caYyuwauutl -ivuam;<-Laae county Pagel of 5 TH�F AP PRA�"'Efl Detailed Report Generated On:10/25/2017 Properly Information Folio: 11-3101-018-0060 , t ;: Property Address: 10295 NW 1 AVE .,tj` Miami Shores,FL 33150-1219 � r DANIEL GERGELY Owner ;�. g3Z ABBY LEPOLD �-- MailingAddress 10295 NW 1 AVE MIAMI SHORES,FL 33150 USA _ t PA Prim Zone " mY 0800 SGL FAMILY-1701-1900 SQ -- 0101 RESIDENTIAL-SINGLE Primary Land Use bl FAMILY:1 UNIT + Beds/Baths I HalfT 3/2/0 �= Y •. « Floors ilk r f Living Units Actual Area 2,066 Sq.Ft Living Area 1,642 Sq.Ft Adjusted Area 1,735 Sq.Ft Taxable Value Information Lot Size 8,640 Sq.Ft 2017 2016 2015 Year Built 11963 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $312,394 $313,755 $126,302 Year 2017 2016 2015 School Board Land Value $190,291 $190,291 $140,556 Exemption Value $25,000 $25,000 $25,000 Building Value $138,869 $139,876 $120,756 Taxable Value $337,394 $338,755 1 $151,302 XF Value $33,234 $33,588 $5,217 City Market Value $362,394 $363,755 $266,529 Exemption Value $50,000 $50,000 $50,000 Assessed Value $362,394 $363,755 $176,302 Taxable Value $312,394 $313,755 $126,302 Regional Benefits Information Exemption Value $50.0001 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $312,394 $313,755 $126,302 Save Our Homes Assessment Cap Reduction $90,227 Homestead Exemption $25,000 $25,0001 $25,000 Second Homestead lExemption $25,000_$25,0001 $25,000 Note:Not all benefits ais applicable to all Taxable Values(i.e.County, School Board,City,Regionalj. The Office of the Property Appraiser Is continually editing and updating the tax roil.This websfte may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:/NAvw.miamidade.govtiinlb/discialmer.asp Version: http://www.miami&de.gov/propertysearch/ 10/25/2017