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WS-13-1376 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-197273 Permit Number: WS-6-13-1376 Scheduled Inspection Date:August 15,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ALVAREZ, RICARDO Work Classification: Window/Door Replacement Job Address: 1350 NE 102 Street Miami Shores, FL Phone Number Parcel Number 1132050230060 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)7924415 Building Department Comments INSTALL 3 SHUTTERS ALL PANELS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can lie scheduled until re-inspection fee is paid. August 14,2013 For Inspections please call: (305)762-4949 Page 25 of 46 t Miami Shores Village Building Department 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 JUN 18 2013 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 ut � FBC 2010 BUILDING Permit No. PERMIT APPLICATION Master Permit No.W5 13 _ I-1 Permit Type: BUILDING ROOFING JOB ADDRESS: 1350 NE 102 ST City: Miami Shores County: Miami Dade gip; 33138 Folio/Parcel#: 11-3205-023-0060 M SHORES BAY PK ESTS PB 55-83 LOT 1 BLK 2 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):RICARDO&KAREN ALVAREZ Phone#:305-505-1286 Address: 1350 NE 102 ST City: MIAMI SHORES State: FL Zip: 33138 TenandLessee Name: N/A Phone#: Email: FLORIDA HOME-IMPROVEMENT ASSOC. . 954792-4415 x 243 CONTRACTOR:Company Name. Phone#. Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL gip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 State Certification or Registration#: CGC061890 Certificate of Competency#: Contact Phone#: 954792-4415 Email Address: PERMITS @FHAPRODUCTS.COM DESIGNER:Architect/Engineer: GARY McDOUGLE Phone#: 561-752-5440 Value of Work for this Permit:$3,000.00 Square/Linear Footage of Work: Type of Work: DAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: INTALL 3 SHUTTERS,ALL PANELS Color thru tile: �u Submittal Fee$ �� Permit Fee$_ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip i 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature caner or Agent Contractor The foregoing instrument was acknowledged before me this 18 The foregoing instrument was acknowledged before me this 18 day of JUNE .20 by KAREN ALVAREZ day of JUNE 20 by WAYNE THOMAS BURNETT who is personally known to me or who has produced who is personally kno o me or who has produced As identification and who did take an oath. AS iden ffication and who did take an oath. i NOTARY PU$LI ., NOT ARP LI�� 1 Sign: " '� Sign: Print: CAROLINA MAR"TINEZ ov\� o�a°�° print: CAROLINkMA 0 My Commission Expires: �y�Q���° My Commission E es: � ,�° ���sa�s:�����s:���xs:s:�x���������n��x N •� /�,,s����xm�x���x���x�:��s=s=��x�n���ns:�x�n�x���������x ��������x��x���xx�m��m����� APPROVED BY [ Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09) Miami-Dade My Home Page 1 of 2 RAY Hoene :t i •.Yfr° .! Rl IAMI DARE Show Me: Property Information Legend Search ay: r–..............—•----- ::: ,. .. Property Select Item t t&3atA st Boundary Property Selected Property Appraiser Tax Estimator Street Property Appraiser Tax Highway Compr Warm-Dade County Portability S.O.H.Calculator ` water 4:.. g Summary Details:fm Folio No.: 111�3205-02MOBO r 350 NE 102 ST iB yp airmg ICARDO ALVAREZ&W .,; Address: S Yid:: g 354 NE 102 ST MIAMI HO ` ORES FL 3138-2620 Property Information: PrImaryZorw. 4Q0 SGL FAMILY- 3001-3250 SQ LUC: 01 RESIDENTIAL- INGLE FAMILY s: loos: vi Units: Aerial Photography-2012 0 —11111 d F 335 Size: 11 306.78 SQ FT ear Built 1956 SHORES BAY PK My Home I Property Information I Proue�tty Taxee STS PB 55-83 LOT 1 I My—Wahhorhood I Pmaerty Appraiser Legal SILK 2 LOT SIZE 100.060 Descriptiorr. X 113 OR 17279-0720 Home I Using Our,St„te_,I Phone Diractoro I Privacy I Disclaim*t 7961 OR 17279-0720 79600 Assessment Information: ear. 2012 2011 If you experience technical dtfficutties with the Property information application, nd Value: $195627 163,02 or wish to send us your comments,questions or suggestions ui Value: $295155 ,85 please email us at Webnaster. Value: $490 782 9 87 Value: 31 589 Exam tlon Information: web Site ear: 2012 2011 ®2DO2 Miami-Dade County. AU rights reserved. 25,000 1$25,0001 YES___l YES < Taxable Value Information: Year. 2012 2011 Apples Applied Taxing Authority: Exemption! Exemption! Taxable Taxable Value: Value: Regkml: $50,0001 $50,0001 $262,689 Courty. MOOD/ $501000! $262.589 $253,485 $50,000! $50,D001 City: 282 589 253,485 ct>�i Board: $25,0001 $25,000! $287,589 S278,485 Sale Information: C'Mn Amin HaW I htt>a://gisi ms2.miatuidade.gov/mvhome/propmap.asP 5/14/2013 TIC `6- COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C lid 2013R05073�8 OR Bk 23696 Ps :923; t1A9) PERMIT NO. TAX FOLIO NO.11 .-3ZdS•172,5 •Q0(oQ RECORDED 06r`26/2 113 10:25:14 HARVEY RUVINr CLERK OF COURT STATE OF FLORIDA: MIAMI-CAGE COUNTYr FLORIDA LAST PAGE COUNTY OF MIAMI-DADE: STATE FLO9��,C�1Tt'OF L.d� THE UNDERSIGNED hereby gives notice that improvements will be made to cer4 o 'O°property,and in accordance with Chapter 713,Florida Statutes,the following infoc 7.. A D 20--?ff is provided in this Notice of Commencement. MTNES$m L IaW0WalSad. HARVEY Ri VIN,CL or G Space above reserved for use of recording office 1.Legal description of property and streettaddress: b�S2 5hore6 �� 56.25'. `..zT 1 ®off-2° 1350 ij V'z>CI - 2.Description of improvement: �:k-e c-S 3.Owner(s)name and address. %Cx,L �° at J 2. Interest In property. t'Lo Name and address of fee simple titleholder: 4.Contractor's name,address and phone number. 5.Surety:(Payment bond required by owner from contractor, FLT 2 Name,address and phone number Amount of bond$ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices o other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number. 8. In addition to himself,Owners designates the following person(s)to recei a copy of the Uenor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Name,address and phone number: 9. Expiration date of this Notice of Commencement: (the expMlol date Is 1 year from ft date of recording unleee a different date is specttied) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I,SECTION 713.113. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY!A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)of ' .er(s or n-'.' 'A thorized Officer/Director/Partner/Manager fparsrt Prepared By Print Name Print Name Title/Office Title/Office 30tlt Ave STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoinq 0strument was acknowledged before me this day of d By ❑Individually,or ❑as for ersonally known,or ❑produced the following type of Identification: Signature of Notary Public: Print Name: (SEAL) $� �e VERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STATUTES�e> Under penalties of penury,I declare that I have read the foregoing and that the facts stated in it are true,to the best of my knowledge and belief. a; _ Signature( f Owners r er(s)'s Authorized Officer/Director/Partner/Manager ove: By 12301-62 PAGES &12 I j s 4 spttcki IM 8W 30 AVenus.8�& ' SAD, , rnd V*Il-in saWh FlOtida 8"MOn Beach,FL 334328 '� Dade Hmwud P-1.B.ch a a FL CA If Rhk Ca41 165 IN 14d lowrbk to hmmsas shoda (',5j� (y�,,j.l� RlakC.L3Br4 186 Ili 180 8 HmondNp-awes P'-gh'( WP-� i end Umbibm ofLim 777 , Clmne WM �Sed an th n�n mM AW alm0 nol t0 wed W-(r. 2 we for an ondosod bdbft Wmom or offm knpad msMwnm V(mph) 174 1620 F8 for HVl7.or F4.20-le 3 U88r am delem*w Om toot Eave Id+ Peek Rbk Caep" 11 7bble 13-1.page 2 4 End mrre dBteme Is tha lessor of, ff. of 4O%ei the mean root he ht and not bw than 3'-0' &pope C Seauw 26.7 S 0 50%of a M N a pa ftdmLdw imm Omtr tlmt componaM 13 corrddemd to he N zone wOh Ore mEdoft of Om area tl Quastbrabla Oren b Zorre S Kd O.&4 Ta01e 26.6.1.paw 250 5 Each window door,mumon has a area tlrel is area m be used.Arne of m minded down but aW not be Om Som 10 N. Kn 1 Pi8are26.&I.M252 7 For NOA'e that aKcWl.0 Sinn tlmwlWM Osled lmmht 1.1& OCpi 11.1. -0.18 035 8 Wh1d am baeStl On AOowable strew deslM i pitcL of r" 3112 14A degrees 0 hBrein we vald for B and C not D "ttm 14.0 degteec 10 Charm aml vok es gated IrereOt we velfd w PE 855214 11 FWM m a cabAafed In ASCE 7-10 MaBmtl 2 12 No tadUMon 19 taken for lase than 10 Arm of t Amsof t Area ofcmrm6nma Amfc,,pmw Armor Amaof Arm of Amaof Amrm..m Am4cmwwd Amaof i 10.0d 15A f 20.0 Sf'. 23.Osf 30Aaf 33.0d 40.0af 44.0 sf 30.0 sr 55.0 of 6010 sr Mme Roof 4 5 Zorn 4 Zmw 0 Zona 4 ZOrm S Zorm 4 5 .Zone 4 Zorn 5 4 Zone 5 Zone 4 zone Zone 4 5 Zmm 4 Zmm Zmm 4 S 4 zones.t 38.8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS 53.6 .422 -31.3 -43.4 43.6 41.4 .49.8 -41.0 49.0 40.6 -48.3 -402 -473 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 .44.5 40.6 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 372 372 36.7 36.7 36.3 36.3 33.9 35.9 35A 35.4 16 -44.0 -54.4 42.8 -52.0 44.0 -54.4 42.0 -503 41.6 49.7 41.1 48.9 40.7 -482 -40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 383 383 38.1 38.1 37.6 37.6 37.2 372 36.8 36.8 36.3 36.3 35.9 35.9 ! 17 -55.1 43.4 1 -52.7 44.6 1 155.1 1 .42-5 -51.1 1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40A 472 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 383 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 e 18 L 45.1 55.7 43.9 -53.3 43.1 -53.7 1 43.0 -51.8 416 -51.0 422 1 -302 41.8 1 49.4 41.3 48.6 1 40.9 47.8 1 403 47.0 1 40.1 46.2 I 42.1 40.8 40.8 42.1 42.1 39.9 39.9 39A 39.4 39.0 39.0 383 383 38.1 38.1 37.6 37.6 372 372 36.7 36.7 19 -43.7 -56.4 44.4 -54.0 45.7 •56A 433 -524 43.1 -513 42.7 -50.7 422 49.9 41.8 49.1- 41.4 48.3 41.0 473 403 46.7 42.6 42.6 41.2 41.2 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 i 20 46.2 -57.0 44.9 -543 -46.2 -57.0 44.0 -319 43.6 -32.1 43.1 -31.3 42.7 -503 413 49.7 41.8, 48.9 41 A 48.1 41.0 47.2 43.0 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 389 38.4 38.4 38.0 38.0 373 373 21 46.6 -57.6 45.3 -55.1 -46.6 47.6 -44.4 '-333 44.0 -316 43.6 -51.8 43.1 -31.0 42.7 -302 42.3 49.4 41.8 483 41A 47.7 43.4 43.4 410 42.0 43.4 43.4 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 47.1 .58.1 44.9 -54.0 -44.4 -532 44.0 -513 43.6 -513 43.1 -50.7 42.7 49.9 422 49.0 41.8 482 43.8 43.8 42A 42.4 43.8 43.8 413 413 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 392 392 38.7 38.7 38.3 38.3 23 473 -58.7 462 -562 473 .58.7 43.3 -543 449 -33.7 44A -52.8 44.0 -52.0 433 -312 433 -50.3 42.6 493 42.2 48.7 442 442 42.8 418 442 442 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 393 39.3 39.1 39.1 38.6 38.6 24 44.0 -592 46.6 -36.7 48.0 -59.2 45.7 -33.0 45.3 -34.1 44.8 -53.3 44.4 -323 43.9 -31.6 433 -50.8 43.0 49.9 416 49.1 44.6 44.6 432 432 44.6 44.6 422 422 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48A -59.7 47.0 -372 48.4 =59.7 46.1 -333 43.7 -54.6 452 -33.8 44.7 -52.9 44.3 -52.1 43.8 -312 . 43.4 -504 42.9 493 410 45.0 43.5 43.5 45.0 45.0 42.6 42.6 42.1 42.1 41.6 41.6 412 412 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47A -57.6 48.8 02 463 -55.9 -46.0 -53.1 45.6 -342 45.1 -53.4 -44.7 -523 442 -51.6 43.7 -30.8 43.3 49.9 45.3 45.3 43.9 43.9 45.3 45.3 42.9 42.9 414 42A 410 42.0 413 41.5 41.0 41.0 403 40.5 40.0 40.0. 39.6 39.6 j 27 49.2 .60.7 47.8 -58.1 49.2 -60.7 -46.9 -56A -46.4 -553 43.9 -54.6 453 -33.8 45.0 -52.9 -44.6 -52.0 -44.1 -51.2 43.6 -503 45.7 43.7 442 442 45.7 '45.7 43.3 43.3 418 42.8 413 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40A 40.4 39.9 39.9 � 28 44.3 -612 482 -38.5 49.5 .612 472 -46.8 46.8 -55.9 46.3 -55.1 45.8 -542 43.4 -53.3 44.9 -52.4 44.4 -31.6 44.0 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43. 41.6 41.1 41.1 40.7 40.7 402 402 29 49.9 -61.6 483 -59.0 49.9 -61.6 47. f' t 46.6 -553 462 -54.6 45. -53.7 432 -518 44.8 -52.0 44.3 -3111 46.3 46.3 44.9 44.9 46.3 46.3 43. 4. .4• 42.9 42.9 414 42.4 41.9 41.9 41.4 41.4 40.9 40.9 40 5 403 30 -30.3 -62.1 48.9 -39.4 -50.3 -62.1 47. -57.6 41.4 3 -S. -34.1 43.6 -532 43.1 -52.3 -44.6 -51.4 APPROVED BY DATE ZONING DEPT is BLDG DEPT JUN 18 204�� d� 20 COPY SUBJECT 10 C(, NIPI.VI`ICE WlFlH AI-L FEDERAL / STATE ANtj Ur IAN, f I L SAPID REGULATIONS MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:1350 NE 102 ST MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 SHUTTERS 10-0929.04 +50.0 -50.0 +41.6 -45.1 156 x 65 YES YES 2 1� y 1• 3 144 x 65 �, �, ! MA dd Is'AiiR M SHEET iwg- . -E.atprosv�ras+�a.8 ME R$ TE . rav NAA CUSTOMER NAME LEAD N' BER a f WE�F PROPER?Y MR.HIGH°P MEASURE TE04 -_..`,.��t _ t i—;--• —(� _-}.__�,. Ott— __1'_i.� t __._�..._ ft__;.__.!__..�---.! i._,..s._�..- 3 ;' ! f 1 —..I___i«« __{...__.._.. ..(..«_a...--__._t.....� ....!.__..!-.__�_ ._4...,f__•�� ' i tl 6 x 65 - - _-�- --j--T - i I ' ._...�—.+..._! y F t < f ! }{ •_._.•!_•_-t_--i._"` — __--,_k..._.,:.�_.__ ._e._.�_.. i • i _.i •i�t t v _` t �� '� - _ 144 x 6S !---� .•-.- •-_i.....;«_-,.__.�.._�_��.__._.fi_ 156 x 65 ` ------ -- _ - - -- S --�.__.__ ..lam-� '._7i_.... _.._; _{ _'`(tom--•-•I ; _�._'y' "-j- -- -�� ; (— ; !� - 4._^;._ -- •�_y�,,, _ -"'�-_ . ..........-4---,! �__f_..�._;—.!_T--•!l-�._:—_J �'-- __t_... - •-^t�-r -s—�.l—i# --i---!' - - _.2. 1_..��_._� _.:____.__.�_v! i !^_-,�-_[•_...:__r__.. _-3._ _—. I _ F.......i.-... f .:i.. t .--_#._"_F.'—('--••. _-_ - __ — i'- ..... __ .-_ .... i —�• ' t ' «t, « _._._... ' •—�•-._:«..._t �� � �..._. � ! ! -'-fir•- � :-- _ : -- iF t i -j-'- �._.•,_._._- -�_.i.__._1.--- --f-- I F "^--•�--'-f-.�... '.._..�__._...�.— .i I i ! t I . MUAM MIAMI-DADE COUNTY,FLORIDA ® METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildiucodeonUne.com Town&Country Industries 400 West McNab Road Ft.Lauderdale,Florida 33309 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050"(min.)Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No.08-351,titled"0.050"Aluminum Storm Panel",sheets 1 through 6 of 6,prepared by Knezevich Associates Consulting Engineers,dated September 01,2008,signed and sealed by V.J.Knezevich,P.E.on September 03,2008 bearing the Miami-Dade County Product Control Renewal stamp with the notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:Each panel shall bear a permanent label with the manufacturer's name or logo,Miami,FL of Tampa, FL and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 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 or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#09-0114.05 and consists of this page 1,evidence submitted pages E-1,E-2,&E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. ���• t,/r� NOA No.10-0929.04 Expiration Date: 11/16/2015 !1 f o¢/Z 01 o Approval Date: 11/04/2010 Page 1 Town&Coun try Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#00-0809.03 A. DRAWINGS: 1. Drawing Number 00-159, titled "0.050"Aluminum Storm Panel". sheets I through 6 of 6,prepared by Knezevich &Associates, dated August 1, 2000, last revision#1 dated October 26, 2000,signed and sealed by V.J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050"aluminum storm panels,prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 0612812000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 0711212000,pages I through 56,prepared by Knezevich&Associates,Inc., signed and sealed by V. J Knezevich,P.E. 2. Comparative Analysis, dated 1012612000,pages I through 3,prepared by Knezevich &Associates,Inc.,signed by V.J.Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils,for Aluminum Alloy 3004 H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories,Report No. CTL- 592F dated 0612612000,for Aluminum Alloy,signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#03-0421.13 A. DRAWINGS L Drawing No. 03-259, titled "0.050"A luminum Storrs Panel '; sheets I through 6 of 6,prepared by Knezevich &Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J.Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE I. By Miami Dade County Building Code Compliance Office. aNfity A.Makar,P.E.,M.S. Senior Product Control Examiner NOA No.10-0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 E-1 I Town&Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#05-0713.03 A. DRAWINGS I. Drawing No. 05-353, titled " 0.050"Aluminum Storm Panel ',sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J.Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages,prepared by Thornton-Tomasetti Group, signed and sealed by V.J.Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0114.05 A. DRAWINGS 1. Drawing No. 08-351, titled "0.050"Aluminum Storm Panel '; sheets I through 6 of 6,prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. XFfmy A.Makar,P.E.,M.S. Senior Product Control Examiner NOA No.10-0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 E-2 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. i B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test on 0.050" Aluminum Storm Panels,prepared by Hurricane Test Laboratory,LLC, Test Report No. HTL 0353-0804-10, dated 0910712010, signed and sealed by Vinu J.Abraham, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A.Makar,P.E.,M.S. Senior Product Control Examiner NOA No.10-0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 E-3 LABEL 0.050°ALUMINUM STORM PAN LOCATION 2" 2.02" 2.02• 2.2s" u4-20 MACHINE 1.05" ,0 . 603.00"MAX. .250' /REW MACHINE CREW @12" 1.05"MIN SCREW®12'O.C.iSTUD DNiElCT10UNOMAY (TYP. I o a .250" e a " pIRECTION MAY--TT gE REVERSEOI° f°o o No BE REVERSED} " o .094" P. 9 "T SEE NOTE �`+ SEE NOTE r s 09 " in in a •0 a ,120' ,p y« N 25"TYP .0 1"TYP. N N No.10 No.10 0 a av 1I 4 12.00'COVERAGE I } B.000'COVERAGE J. 0-2- 4375" 8.332" 30" 375' 0• '97 ° 2.020" •2S0" 'eC� OSTORM PANEL E HALF STORM PANEL O°h°HEADER O M HEADER 3a BUILD-OUT aU`HEADER O STUD ANGLE "®STUD ANGLE 15• SCALE i 3".T-0' SCALE,3".V-O' SCALE.3"=1'- SCALE 3°.1'-0" SCALE i 3'0 1'-0" SCALE 3°m 1' SCALE 3"e.1'-0" �"[ 5 888-0 1.42 .190 .190 1/4-20 MACHINE .886" .886" .563"0 c3 q SCREW @112"O.GISTUD .375"R 092" •177" .440" M DIRECTION MAY t-- ,090" " .09 TYP. 13"452"B55" 13" 485".855" BE REVERSED} N � + II pp eI55 a 25 in k31;l in x.275•080" OBO" 209 " 0.0 90"(TYP.3 ,r. .91' ____ 1.00^MIN. S .315"R YM 377" --� c I __-I a (20 GA GALV.STEEL OR 40 „ .632" 5.00"MAX. .700' 2.00` =r------ .F.O� OR 0.050"6063-76 ALUM) OPTIONAL LEG DIRECTION (ZAMAC 3AUAY} KEYHOLE m OSTUD ANGLE O ANGLE OC-TRACK(KNISH) O C-TRACK O BUD-OUT F-TRACK B °F°TRACC Sa °P ANGLE-TRACK B WINO NUT �p CAR a 4b SCALE,3•a 1'-0' S SCALE,3'=1'-0' G SCALE.HALF SIZE SCALE.HALF SIZE 7 SCALE,HALF SIZE OSCALE.HALF SIZE SCALE I HALF SIZE OSCALE�HALF SIZE SCALE HALF SIZE _ o OBIFRAI.NOR$ ^>~ b FASTENER L0 E^O.0 FOR DESIGN LOADS LESS THAN OR M OD 1. T DSV� pR T H T gY T A W,_, EQUAL 70110 PS.F.6[0 8'O.C.R1R DESldtt LOA05 U�1 �•H P og/ Ec nF 77}1 F5 o v�1y�{ I��,bAnF p C Tn c 2 GREATER THAN 1I0 PSF�E ANDiOR SCHEDULE FOR BwftgCak €€€ B Y IIAA- TYSpu[TO �ILIWffE.R TH HIGH�E�i �4 ANY ACCEPTABLE ANCHOR) AeceplaBeo No0 -01I .Ot $ ICAN I�p1,1QHgZ/)p EMSETPpLE g 1{p gg�(J{�5 p�N 7�E�Eg�Qp1 p �I{�g �y 1/4"MA MAX 8 a Z.��gAE 1 LOAD OURON FACTSOR Cd=1.g WAS UESED FOR WOOD LAG SCitEW 1 P1 SIDE W Z Ji 3. TND ppSl opoS o ugE W VIEW COBOL ,hr LO J*7 IN ACCORDANCE ARM. 60VERNTNB CODE ANO GOVERNING as WI U ALUM.ANGLE CLOSURE HF{E e v DoCUMeN7 R aeNE U NoT PIECE 1'x 2"x 0.125'M y POp sI1 EPS��Ci l�APPLICATIBNAO iFas HSISIPi jR SYSTE{1�LUDE INFORMATION � Lmax..SEE STORM PANEL SPAN I. TO 2'x 5'x 0.125'MAX. ryOLL01W CONCRETE BLOCK OR S.U58 OF� AAPAPROOV (},��YCECNaaE HALL COMPLY WITH CHAPTER 67074-23 SCHEDULE-TABLE 7 TRAP MOUNT CLOSURE DETAB. ANCHOR SCHED!BASED OF THE (�¢ DM jp �fj�� ( D'@�`$ TYPICAL HOMNTAL ELEVATION B I R i1R'Mp "PR11'RUtYVAe� SCALE,W OTHIUNLIMIT•D OFB�TPIES ��CLTM� ON TYPE OF STRUCTURE 7.g, MOFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID (PERPENDICULAR TO -0UT AP UVVAAL DOCUMENTS PANEL SPAN} /4" W�r NN TTIFC1 DATA pN�� pNg p yip E RAM 7 fl5H pppp�V L TYPICAL SECTIONS' TOP MOUNT MAX. 8.OU OINa DAT[IAL MAYIELECTEONETOPFTHE FOLLOWIND OP7106'OCUMENTS•THE - J��` ALUM.ANGLE 1 FASTENER1�12"O.C.FOR UU p Sgp M pt MEp1 }! ¢ HQ UILD-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR L HAT E gE�gfTS �FFL P °0 DLSTANCE 1"x 2'x 0.125'MIN.TO EQUAL TO 110 P.S.F.&tl 0"O.C. 5a E M��AC ONDt T O L ILA 2'x 5•x 0.125`MAX. FOR DESIGN LOADS GREATER e) A YE SPEE�[01p+1C ppPROVp�gg pPp ppR ANO w°1 1.00" THAN 110 P,S.F.(SEE ANCHOR OM �E15CoOUNTY PRODDCT CONTROL DhON 2 m PLAN\. f ,+ HOLLOW CONCRETE BLOCK ANCHCODAU"ctA�RS ,WHEN APEAST ONLY bTPT10N Ye"TSNALL B[UR WII�IE' EV�� t0Y1 � E of VIEW °\a 650 OR WOOD FRAMING.SEE E ANEI AND pZZp�OpNNHH� N ps StiA I�9 VJ�TH� E�sACCCp N gNp p THE ANEL TH p E I ANCHOR SCHED.BASED w � P73' FlaLidB y'}'khexaWch THE 8•MMMIF700P3 RNE�MARKOfOLPEREPIiNEI AND SHALLEBE PERMANENTLY UCLEO o� ,•�,� %,, ON TYPE OP STRUC. " H�IO$�8 AS POLL\ W o , ,---,_\ BUID-OUT MOUNT CLOSURE DETAIL pir61}pDp 0-0 1.0,1. 5TT RRMM pp HgL�5g SSHHppLLEOgA¢IOg.OpA4DEF.FOIIgAf4IYOp g0g2APHPgROYpE1D�uM�Nt1M LL y WRH TH � 1 4^ 10.POLLOwO1MIMMUM MUM AND ME[MANI[AL4PROPERTIESA NOMINAL 0.050 %Z (t\.a5fj' a` 3150 1/4" �AX. BY Co090L 11.ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,U.O.N E Q %I MAX. 1 12.ACE.�D OOGRESOTpAINpL�EEIS�SS SCTEEEpLTWITHH �& q 13.p7OD�R gh OTp7ppIE.7L AD9BEMN I��gpH�•pgRSl�l2pWl�oNp(��LY WHERE APPLICABLOE,EIX�EPT _- •\_ HOLLOW CONCRETE.CELOCK P TR�AND`bU"�ER w/ v -'�ITE�HOUi BLOT OR WOOD FRAMING. ®q{sP 0801 2008 rypi WALL MOUNT CLOSURE DETAIL ■■LL x° TYPKALVERTICALELEVATION TYPICAL CLOSURE DETAILS � HURRICANE PROTECTION U8.351 SCALES 1/4"a 1'-0" SCALES 1-1/2"a 7'-0" PAGE 1 of 0.050"ALUMINUM STORM PANE 01 O06AVEMMrfPE EXISTING CONCRETE, EXISTIN i CONCRETE, PTIONAL LEG DIRECTION SCHEDULE FOR MAX. HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR CONNEMMTYPE SPACING O WOOD FRAMIN COI81EGiWB1Y� WOOD F AMING COIMW'MTYPE 43 8 REFERENCE ANCHOR iTYP.T P AND BOTTOM REFERENCE ANCHOR M SPACING SCHEDULE FOR MAX. SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, I HOLLOW CONCRETE BLOCK OR r 5 1/4"MAX. WOOD FRAMING 1/4"MA M (TYP.TOP AND BOTTOM) 9 ' IF F3 D y w q Z EXISTING CONCRETE, Q mW... EXISTING Z j w 3 HOLLOW CONCRETE BLOCK OR 6 F �• w w WOOD FRAMIN EXISTING E GLAZIN a m Z C9OOI01ECTIONIYPE GLAZIN 1 Ir m a F <m REFERENCE ANCHOR O w fir° ING o.< SEE MIN. r o: GLAZIN 1 r B. SCHEDULE FOR MAX. STORM PANEL y STORM PANEL E SPACING p SEPARATION 1 F a: SEPARATION W w FROM GLASS y 7 1/4"MAX. FROM GLASS y TABLE 2 w W SE MIN. w O w r TABLE 2 ,vI ww= STORM PANEL w p o Z yY $ SEPARATION y N .Bi N SS R FROM GLASS TABLE 2 4 a x p 4 4 g ui REVERSE e y EXISTING 1 rd~ l7 r 10 1 p r 9 y GLAZIN SEE MIN. I p _ m p y •� STORM PANEL m I M SEPARATION s 7/4"MAX. - FROM GLASS � g REFERENCE ENC�EANCNOR B 1/4"MAX. TABLE 2 FASTENER(p 6° C.OR 72"O.C.,BUT DO NOT E ::43'361 SCHEDULE FOR MAX.C1 COAWECIIONTYPE g Bl OPOONALTOPl1NA1TOi8 'y EXCEED ANCHOR SCHEt�ULE SPACING.USE SPACING REFERENCE ANCHOR O SCHEDULE FOR MAX. 1" 1" REMOVABLE ANCHORS ONLY W/KEYHOLE SPACING— 1/4-20 MACHINE BOLT WITH WASHER.LOCATE FASTENER IN NARROW LOCK NUT @I 12"O.C. PORTION OF KEYHOLE WASHER OPTIONAL (TYP.TOP&BOTTOM) CI CONNEM TYPE C7 OMNEW=MNTPE LEG DIRECTION REFERENCE ANCHOR ° SCHEDULE FOR MAX.SPACING WALL MOUNT SECTION SUU-OUT MOUNT SECTION THREE)/4"Ox MIN.4" °P'TRACK(DIRECT MOUNT SECTION ® SCALE 3"n T-0" SCALE.3"n 1'-0" LONG WOOD LAG SCREWS ©SCALE.3"n 1'-0" (p1 24°O.C.MAX.WITH 1-3/4" EXISTING CONCRETE, EMBEDMENT INTO WOOD ,1-1/'" HOLLOW CONCRETE BLOCK OR MEMBER WOOD ROOF TRUSS WOOD FRAMING OR FRAMING MEMBER EMBEDMENT I E I SHALL BE PERPENDICULAR TO THE PANEL FACE -EXISTING XISTING STUCCO G FE E NC TYPE GLAZING 'O a I I I SOFFHT R PLYWOOD 5 REFERENCE ANCHOR .Z vi SCHEDULE FOR MAX. SPACING y a 1/4' 1/4° 1 yo r' MAX. MAX. SEE MIN. ° ° 2"x 5"x 1/8" STORM PANEL 4 4 y 04 04 x CONT.ALUM. 3 14x 3/4` a: EXISTING SEPARATION EE QO ANGLE OR 4" TEK SCREW`t w PRODUCT REVISED GLAZIN 3 w w FROM GLASS J J x 1/4"x CONT. X112"D.C. d ascamplTigg7TRhtheftri 8 Z TABLE 2 ALUM.FLAT �• BETWEEN m a 8a101B8COde m TRUSSES A °' A¢regpft ce 05 a MAX MAR ..E(WA65TIOOPSEC.)ANCHOP SCHIDI0.E X EE N.STORM 1 p Et f I a SEE MIN. aw Vt bm i-Vr Lama E PAW E. O gy V��avich STORM PANEL 1 N vb"PBMTppppc(mpxr / /4 -81 Y WMLAOSBY tl/ 1/4"0 THRU BOLTS J + + SEPARATION O 1-9/b•lOI.IWlSJ lrt'OB®tfWrava 1-9/b• W/LOCK NUT 12"O.C. w I-Vb`Mx AWASSTEB. 98ARAA2NLELOR @ Dh'bkB FROM GLASS w w 508.V P[2PBIDG16AR701i0W TABLE 2 ASTENER,SEE DETAIL XISTING f QE ANCHOR SCHEDULE, GLAZING 4 9 m i Wae� m Sm wm FOR MAX.SPACING RO E N it 4 r 1r TWO 2"x 1 a7camptytagw(thOretTodda 5"x1/8" � �� w ALUM.ANGLE REFERENCE ANCHOR 0Aweptmtca Na 0-Ou Z .O¢ QQom�,x, SCHEDULE FOR MAX. Dm 1/4"MAX. SPACIN o mww rba A HO. 5" COlAlECT10N1YPE EXISTING CONCRETE, / ��' (;paiTpl Qab 05/1542008 REFERENCE ANCHOR HOLLOW CONCRETE BLOCK 0 SCHEDULE FOR MAX. 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EK SCREW ° 1/4"SEE IM,I ESTORM17 12"O.C. n"Ir EXISTING MA%. RIP A55 TAY RUSSES 'Q Q GLAZIN 3 £o J' - g ww (r� .. -' I .STIR �, z ca a m N g PANEL BEP.PRO Q m 4 0 r(5t5 g � 0LA55 TABLE 2 II-- EMBEDMEN a i LLF � I a 2"x5"x1/B'CONT. Ow ALUM STUDDED ANGLE J M o W/1/4-20 STUDS a 1 °/+p W w (d 12°O.C. 9 w w EXISTING 'A u +3. w GLAZIN 10 1 EMBEDMEN to SEE MIN. 1 m Z a s STORM PANEL 9 E a -- X1100°° pa, SEPARATION B J N N FROM GLASS TWO 1/4"0x MIN.4"LONG TABLE 2 It d 7 STAINLESS STEEL WOOD LAG SCREWS 1/4" REFERENCE AN (�24"O.C.MAX.WITH a ` 4 1/4"MAX. 1-3/4"MIN.EMBEDMEN ? MAX. M� SCHEDULE FOR MAX. IN CENTER OF STUDS £ 1/4"0x MIN.2-1/2"LONG C71Od TYPE d SPACING STAINLESS STEEL 1" REFERENCE ANCHORg°�, WOOD LAG SCREW(t0 12"D.C. £ SCHEDULE FOR MAX. 2"x 6"P.T.CONT. W/1-3/4"EMBEDMENT SPACING 7XISTING CONCRETE. WOOD LOCKING- INTO WOOD BLOCKING EXISTING CONCRE E. HOLLOW CONCRETE kLOCK OR HOLLOW CONCRETE BLOCK OR WOOD FRAMING WOOD FRAMING ©BUAD-DOWNI BUILD-OUT SECTION O CFILN%SV MUT MOUNT SECTION O BUILD-OUTJROOR MOUNT SECTION SCALE°3"v 1'-0" SCALE,3"=T-0" SCALE-3"v V-0" E& 9 4-20 x 3/4 W lRODUC•f RGN&WEU MACHINE SCREW O"cORgdyfngwhh the P)m(dn WITH.675"x.675" 60Ddm3 Cad6 GLASS OR — x.125"SQUARE Alxepteace No DOO w SCREW HEAD j� p� 1 zm STORM PANEL a< 8Y SEPARATION £~ MfrmH Co00"! FROM GLASS I 1/Y,0.0.z V4' 3/16° 0 w NYLON BUSHING �''�® TABLE 2 I.., TO LOCK STRAP IN OR V4-20 S.S.NUT(T .1� 0� PLACE USE A THUMB 2 W J ETA0.L w w SCREW OR A TRUSS JJ H Q HEAD BOLT W uN 1 V.J,Kn6zovich f N ao QN �$ EIL r g g vi 6 ° 1/4-20 x 3/4° 'MACHINE SCREW C1 CCNNW=TtTE WITH b75"z.675" MB REFERENCE ANCHOR +x.125"SQUARE PRO® ' SCHEDULE FOR MAX. +SCREW HEAD OetO®plplRga'BB We %ISTING CONCRETE, SPACING Ellm. K; * HOLLOW CONCRETE BLOCK /16"I.D.AND OR WOOD FRAMIN G 1/2"O.D.x 3/16"MINIMUM NYLON INAL OTED BUSHING OR 1/4-20 LOCATION 08 15 2005 /16" NUT(GALVANIZED) OF STUD p• h-fEAOEfl DR"U•HEADER TOP MOUIT MIN. OS-351 ®C•TRACK ASSEMBLY-WMEMOUNT ©CTRACKASSEMm-,BLOWUP) OC-TRACK MOW OSOMETRICVW Dtvdo SCALE,3".1'-0" SCALE,HALF SIZE N.T.S. PAGE 3of0 0.050"ALUMINUM STORM PANftj EXISTING CONCRETE, FRAMING WOOD ,p A OR WOOD FRAMING BLOCK GE 2".2" p EXISTING CONCRETE, I2".4�"---Sr.6063-T6 NON-STRUCTURAL FINISH HOLLOW CONCRETE BLOCK 2'-S" M.TUBE MATERIAL BRICK OR WOOD ED co E EC1tlIN1A OR WOOD FRAMING EM b CONNECTIDN TYPE CO DUMN TYPE REFERENCE ANCHOR REFERENCE ANCHOR REFERENCE ANCHOp Vj EMBEDMENT SPACUJGE FOR MAX. SCHEDULE POR MAX, --- - /2.SCHEDULE FOR MAX. SPACIN SP CINO [,y MAX. 1/4"MAX. MAX '" t! /2" 2 1/4"MAX. ° EXISTING .�•- t7 yl"j GLAZIN 3 SEE MIN. 1 a¢ 4"MAX. a STORM PANEL E ¢m SEPARATION EXISTING J TABLE GLASS = GLAZIN a m rc W c 0.4 EXISTING f " w Fzi SEE MIN. GLAZIN y 7 ,/I u STORM PANEL 03 1 M SEPARATION 1 w w 4 9 m Z FROM GLASS N=A u 1 j a TABLE 2 W x= rn MA1/4- m u 3 E¢ X. i m N 1/4-20 .BOLT 10< 9 &NUT(p 11"O.C. 4 2"x x 1/8' 114-20 STUDS CONT.ALUM.ANGLE ,y 0 12"O.C. REFERENNE ANCHOR ° p - !1/4"MAX. mggg SCHEDULE FOR MAX. Z SPACING 1/4"MAX. C400MMIIMIM 0 H v M CI REFERENCE A - I I SCHEDULE EFOR MAX. Z ice b REFERENCE ANCHOR 1.2" b SCHEDULE FOR MAX. DI SPACING 2.2".0.055"6063-TB ALUM.TUBE SPACING XISTING CONCRETE, 2"x 4' HOLLOW CONCRETE BLOCK 2-- WALL MOUNT SECTION EEXX��SS NI4[C�� FINISH MATERIAL OR WOOD FRAMING ©SCALE.3"-V-0" CONC�ETE P ®WOOD CEILING/INSIDE MOUNT SECTION O WALL MOUNT/BUPA OUT SECTION SCALE,3'.T-0" SCALE,3".T-0" 5"LONG HANDLE II T.F 1i RIVETED TO PANEL 1 W 01 CCNECTIONIYPE P-Y REFERENCE ANCHOR p 3/8"0 HOLE FOR SCHEDULE FOR MAX. 8,BOLT& BOLT 1 SPACIN PASTENING PANEL TS 1 &BOLT&WINGNUT PUNCH 1/2"x 1"HOLES IN ----------- Cpt 24"O.C.(TYP. ADJACENT PANELS TO RECEIVE 20 GAGE S EEL THIS BOLT W/PM NUT.PLACE BRNpT PLZ 1TE /8" 1 PANEL AND FASTEN ADJACENT 60ANGL ALU�. FROM THE INSIDE ANGLE 1"OVERLAP 7��gT�NC��p Lp�r _ � plpgOdde TYP. \\\ ONCRETE BLOCK �8 MAX. A+x✓�m6 e-oa-l-!4,"404 WAXFANELf6.W-r-4-&wx I)mm LOAD 7244 V ZevlCh EXISTING BAY WINDOW" 1/4-20 x 1"MACHINE INTERIOR FASTENING ANGLE ASSEMBLY SCREW STUD WITH SCALE,1-1/2"°T-0" T?Ivid n SCR H WqED WINGNUT 1/4-20 S.S.BOLT TO O.C..(CONT PANEL R"mD &BOLT 8 WINGNU TO ADJACENT PANEL �" OEf 8&tom mmmplylagaTTlitlmP&Irka 24"O.C.(TYP, 7 THESE DETAILS DEPICT THE 8ufftCc&m p0 GAGE STEEL CONNECTION OF THE LAST PANEL q9 BENT PLATE 1"OVERLAP 0 FOR AN OPENING WITH PANELS Acc�DWaw NO � •orj" ^oM'+q OR 2"x 2"x 1/B" WALL�'10UNTE0 INSTALLED PROM INSIDE.USE D01B rO 0.� 6063-TB ALUM. 5'x 2 x 1/8"x CONT. �2�yy-1I1pp/2"x771CC-1/Eg4��" OP THESE DETAILS SHALL$E IN BENT PLATE - 4" STUDDED ANGLE (TYP.BOTHHSIDESI HEADERCOR�UIHEADER TOP R9 tiNl 5�2008 MAX. (SEE SECTION TI MOUNT. OTYPICAL COMM CLOSURE DETAILS (�M O OPTIONAL INTERIOR FASTENING DETAIL OSOMETRICI SCALE,1-1/2".1•-0" N.T.S. PAGE 40}8 0.050°ALUMINUM STORM PANEL ANCHOR SCHEDULE 1ABTB031N mat spAtlNB(m6E9J ISEGGOOw6valmlo MM I=AMWHI P S P 891E7 IEITEt NOTEt SPANS UP TO SPANS UP TO SPANS UP TO ANCHOR SCHEDULE LOAD SPANS UP TO SPANS UP TO SPANS UP TO (W) 6'-0" 12'-0" 6•-0" 8'-8" 12'-0" FASfDd!pRNlQdMSPACR'g INCME81RE000 MRVAM)S0®BNIDN13N43VANS V]Im NOTEt mm (04=11 LOAD NIIN.3l4•EDGE DISTANCE $ ANCHOR TYPE MAX. NIN.PEDGEDISTANCE ux2Im EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO 8@ �j (W CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE P.S.F. 6'-0" 8'-8" 12'-0.. �� e S ANTE (BEENM3) MNM3) (MKIMS PROM1) PEENOTE31 ANCHOR TYPE MAX. NORt NMI AOIE i) C7 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C C C4 S C7 C2 C3 C4 CS C1 C2 C3 C4 CS (BEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 34 14 14 B 8 114 14 14 B S 14 31�14 0 4 Id la 4 la 34 14 14 14 12 14�12 1 30 9 INTE (8BEW1E� lBffN01E31 (BEEI�TE31 0" 50.0 14 24 14 7 8 14 14 14 5 4 14 S I4 3 3 14 14 I a 4 14 24 14 12 10 14 9 14 9 7 C7[2 C3 C4 CS Ct C2 C3 C4 Cr, C1 C2 C3 C4 CS A:t• V4.4OyTp�V a1/4•M8. 14 14 I4 9 4 14 8 32 9 3 14 7 10 1 ! 14 14 10 34 9 13 8 7 14 8 11 8 7 MIN. 43.0 M 14 14 14 W 14 W M 11 10 td M f4 8 7 ?�8 • WOAEbTf 84.0 la I1 14 4 a 14 7 10 9 8 14-7 10 ! ! 14 1! id 30 9 la 8 13 8 7 14 B 11 8 7 50,0 fd 14 14'11 13 14 N 14 8 9 14 13 14 7 8 a 140.0 14 7 10 3 9 4 7 0 3 14 B 11 8 7 14 8 11 8 7 14 8 11 8 7 vbv. Y 72.0 14 14 14 10 B 14 12 14 6 8 14 11 14 6 6 5�Wr g 49.0 14 14 1a 34 12 Ia la 1a 9 6 14 10 14 7 6 14 14 14 Id 14 14 id 14 14 12 14 10 14 10 8 p 84.0 14 14 14 6 7 f4 11 14 8 S 74 1L 14 8 5 T,j24 4Hq 50.0 l4 Id 14 I2 10 14 14 14 8 7 14 7 13 6 5 14 la 16 14]d ]4 14 Id 12 10 14 8 19 9 7 150.0 td 11 t0 6 3 14 11 id 6 6 id 11 U 8. S pl 72.0 34 14 14 8 7 14 7 11 5 S 14 a 9 9 4 14 14 14 32 30 ]4 7 31 8 7 14 8 9 8 8 43.0 14 14 14 33 9 13 9 4 9 W� OlO14TMC141 vrtx V4a 84.0 14 10 14 7 B 3d 8 9 s 4 14 6 9 s 4 14.11 14 10 9 14 5 9 8 6 34 8 4 8 6 C '� SOA I4 1a 30 11 8 31 6 ! 3 .:,N yT t3'1•t611.001R01T 140.0 16 6 9 4 6 14 6 9 5 a 7a 8 9 5 4 1 8 6 14 6 9 C 72.0 13 5 II 7 3 4 7 3 VA I IM EDGE DISTANCE M3,EDGE DISTANCE � 84.0 9 4 9 7� a 7 3 �•f S 43.0 a a 4 14 14 M1424 1a R42424 4]2 1g 150.0 7 3 7 3 7 3 50.0 4 14 14 9 B 10 10 I4 8 S 4 4 14 14 14 9 d 31 9 * 43.0 14 14 14 7A 11 24 14 14 10 9 34 30 14 7 72.0 14 10 14 6 9 I2 S 7 4 ! 11 4 8 4 ! 4 1 8 0 8 * 500 14 14 14 13 31 14 14 14 9 8 14 7 13 6 S I 18THV3'94®/E1T 81Aii0 84.0 16 7 14 S a IS 4 6 4 3 IS 6 8 4 ! 14 12 7 7 010 8 72.0 Id id 14 9 4.14 7 11 B S I4 6 9 8 4 8d O WA31BlBTBL NRO60s@d V 150.0 B 4 9 4 84.0 34 30 14 8 814 4 9 8 9 34 8 9 8 ! NqN.2°EDIiE 06TANCE 2 EDGE DISTANCE tso.o is 8 9 6 ! 14 6 9 6 3 la 6 9 8 ! q *• 43.0 12 12 12 12112112112 12 11 30 12 9 12 8 7 ANM WIER ymy 32*� 50.0 12 12 12 12 12 12112 30 B 12 7 12 7 8 32 12 1 f e i 72.0 12 30 8 8 30 7 32 8 8 S 12 12 12 32 10 12 8 12 8 7 2 7 0 8 7 1 SLLOY,'ABLE STOIiII PAPID.SPANS FORFSPECQ9C LOADSGt1U5T BE LIMTED TS THOSE hn 222 84.0 12 10 12 8 7 11 $ 8 8 5 12 6 8 8 5 32 32 U 10 9 12 7 10 8 7 12 J 8 7 HOjWFI IN TAyBLpEE 1 Cp p E gip C g E q q�� 150.0 -6 1 8 31 7 ]0 8 7 32 7 10 8 7 7 8 7 2 N`ALR O NEGAI7S4IV�{@p D SIQN LO pE0 E CT XpIE51p�4N LO TANTE�ppTEt1A'7 gRNI L 14 12 14 14 14 14 14 14 1 14 2 4 43.0 q---44►b`b�bbb"' 40.0 14 34 1a 14 14 14 34 14 14 14 4 10 4 12 30 TA T S FUTTI!R AND SELECT SPANR6REAT # N O EQUAL O H TTER S AN. ,3py 72.0 14 14 14 14 14 14 20 34 12 9 4 9 11 g 3. SEE MOUNTING SECTION DETAILS NFCORE IDENTIFICATION OOFECONNECTION TYPE. 116.4 Tt•v4• 84.0 14 14 I4 14 12 14 9 32 31 9 4 8 11 0 4RYAPSE OF EXI5T6 STRC PURE. oRULTE FOR PROPER ANCHORBTYPE BASER ON 150.0 34 9 ]2 33 9 14 4 I2 11 9 14 1.2 11 9 NXPEDCIEDISTANCE MDL21PY EDGE DISTANCE S. OECCOMMENOATIONS.E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 43.0 8 8 8 4 3 5 4 5 3 4 a 14 14 14,9 7 9 7 9 6 4 7 7 4 9 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 30.0 7 7 7 ! S. 5 3% 9 12 u 12 7 g g 4 8 4 4 8 4 3 ,3 7. WIIp{{E E EE�'gXX((STIyN�G Sp7R7UC717AR IS7yE/NOORDSF D OpQIAppR7pgMI�NrD CpONppITWNS 114Y Olt 1-ye•la. 72.0 5 S _2_ ! 6 4 % MEDMBEROS�Np7PILYV(OOD.FASTENN6 TO PL WTOb00 ISEACCEPTABLE ONLAY FOR f 84.0 4 4 5 ! 7 7 4 3 1y E CL ,lift EAA ggRpW _ pq ENER O 150A ! S 4 S ! 4 3 9 8 g LRNLD �7NdERP NOtM�IONO Lp2CRpO L§pI.IU41Id pUW SOpST9LIDTL3L/4'E 50.0 l4 14 14 7 5 9 5 9 4 9 7 ! 5 ] ! 14 14 la 9 7 9 5 91 8 5 7 3 9 4 ! pMA€CL pl pAN"H�prNA�DpO TXy9FIEEgp EATRER D •I�SIpT IY�(4ILAaWS�.1ERNe7W�5pSTHHApLL HAAVE EUOW19A10MVIMM•a 64.0 8 4 B 4 3 B 3 9 6 3 3 8 4 8 4 4 8 3 a l 8 9 a 4 9 BAA �S�'I� iALK BOLTILU O.N N� �AN 11EAO�TPU55 HEAD,OR WAFER Do yJ4114•NW80RWQNT 150.0 8 3 3 3 9 B 3 3 6 3 4 3 6 3 4 3 6 3 4 3 XE 43,0 4 1 14 1 11 1 14 I4 10 B 4 7 5 10.®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SOA 14 14 14 14 12 30 14 9 14 8 7 12 S 8 6 S 11.*DESIGNATES ANCHOpS WHICH ARQQ REMOVABLE BY REMOVING MACHINE Z 42•g 14 9 8 1 4 7 8 4 31 4 SCREW,NUTOR WASHFRED WWGNUT. Y2evtCh V V4.46� IA 1-114 84,0 8 4 8 3 7 9 7 3 14 T I4 7 8 11 4 3 4 411 a 5 4 a 12.ALL POINTS SOLID SET AND POWERS CALK-W ANCHORS MAY ONLY BE USED n Aiv 140.0 7% 3 7 9 7. ! 11 4 5 3 4 31 a ! 3 4 11 4 4 5 a W CONCRETE WALLS,HOLLOW CONCRETE RETE BLOCK WAILS OR CONCRETE SLABS O ft 21 EDGE DISTANCE NBN.S°EOOE DISTANCE ON GRADE. 43.0 14 14 13 31]a 14 34 9 8 la 7 la B S 14 la 36 3 1d 34 1 8 13.FOR ELCO CRETEFLEX SS4,CONCRETE STRENGTH,FOm&5 XSL FOR ITW p * 5040 14 14 14 31 9 14 11 14 8 8 24 6 30 S a 14 14 34 16 12 14 32 14 ifl 8 14 8 11 7 B TAPCON,CONCRETE STREN07H,Fc-3.2(CSI. FOR ALL OTHERS CONCRETE SIRENO7H,F0<-3 KSL = v4YAttp08T8IM0-6ET 72.0 14 11 34 S 8 S 419 S 7 S 4 14 14 3 7 6 14 m0uc.p, fm AK=WIEl7M8MEMWff 84.0 !a 8 14 8 ! 19 5 7 9 413 3 7 4 4 14 9 14 9 7 14 5 7 7 4 14 5 7 7 5 PRODUCTRpewm ®mmpSftSwm TDB V"STAXIMBIm KAMM 190.0 13 5 7 5 4 33 : 7 3 4 13 1 7 5 4 14 4 7 7 4 14 5 7 7 3 14 5 7 7 5 ���8 With tN0 FImWa �3usauRCad6 om� SIM O' 13 N01ED * 1llllWtl® so.c Acceptance,No 0-0 2 .a¢ bG1T o�a6°�o►0 !P!AGIE 5/zDOs 72.0 84.0 By Caa81d 190.0 Aftami Dad pW DivwoO 6 of 8 I 0.050"ALUMINUM STORM PAN ELI T MWIMUM STORM PANEL SEPARATION FROM GLASS TABLE 1 NOTES: hM 1�• A POSITIVE COLUMN 1 COLUMN 2 1.DETERMINE BOTH THE POSITIVE AND THE NEGATIVE A MAX ALLOWABLE B DESIGN ACTUAL MIN.SEP.FOR ALL MIN.SEP.FOR ALL WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND V b L LOAD(N SPAN(L} INSTALLATIONS LESS INSTALLATIONS GREATER USE THE LESSER SPAN VALUE OF THE TWO. B STORM PANEL �.- (PT-IN) THAN BO'ABOVE GRADE THAN 30'ABOVE GRADE 2.FOR DESIGN LOA BETWEEN TABULA ED VALUES E (P.S.F.) NE ps T P E SPAN SCHEDULE (INCHES) INCHES} MAY YUTSED E D&AD 0INLINEAR ALLOWABLE N E S ANSN 2 G 8 3 3-3/8 1 POSITIVE OR SPAN FOR NEG SPAN FOR POS � NEGATIVE PRESSURE PRESSURE DESIGN LOAD (FT-IN) IFT-IN) 3-1/4 TABLE 2qqM 1E{{ (P.S.F.) 9-5 5 3-1/4 1 GLTAE�MINE MIN.STOIRM SHUTTERESEPARATION FROM 40.0 12'-0" 100'-4" 4-0 3 1-1/2 700 8-8 3 3 50.0 10'-8" 9•-9" m 9-0 5 3-1/4 DD. - " 9•-6" 80D 4-0 3 1-1/2 60.0 9'-9" 9'-3" e 8-4 3 3 62.0 9'-7" 9'-1" on 7-9 3 2-3/4 65.0 9'-4" 8'-11" 70.0 9•-0" 8'-7" 8 1mA 4-0 3 1-1/2 $ 7-3 3 2-1/2 72.0 8'-11" 8'-4" 110-0 4-0 3 1-1/2 75.0 8'-8" 8'-0" g 6-9 3 2-3/8 80.0 8'-3" 7'-6" 120-0 3-0 3 1-1/2 90.0 7--4" W'B" 6-4 3 2-1/4 100.0 6'-7" 61-0" 110.0 6•-0" 120.0 5'-6" 5'-0" 130.0 5'-1. 4'-7" 140.0 4'-8" PRODUCT m,qm" atr ft-P3fits w@h ft mm& A-Vmnft o b"Q ONZq.O�/S V.J.Knemich � w w Oivaion ntro l tmrm� vwa PRODOCT_REvoo APP v1tbF7od� 6..1 ft-01--o-U4,6s V°�M' AS MOTO am OB 1S '� m DDh 08-351 PAGE 6 of 6 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet.The cost of improvements must include demolition,raw ind finished materials (include those donated), labor (including volunteer and self-performed), construction supervision and management,and overhead and profit.A list of items the costs of which are to be included as well as those excluded is attached for your reference.(A Copy of the Contract must be attached) PROPERTY OWNER: LW4S'2C Z \CIS PERMIT 13 ADDRESS.. 3 sl`3 P E IOZ FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS(12 MONTHS): COST OF PROPOSED IMPROVEMENTS: '3e�0� (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS(past and proposed): VALUE OF PRINCIPAL STRUCTURE(attach appraisal). /l OWNERS SIGNATURE• DATE' a PLANREVIEWER• PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 �nr i'fm� SUBSTANTIAL IMPROVEMENT I DAMAGE LIST (NOTE:THIS L IST IS INTENDED FOR GUIDANCE ONLY,AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING ALSO: Foundations including; Spread footing, Continuous footing, All Labor and other Costs associated with isolated footing, piles and pile caps Demolition, Removing, Replacing, Slabs including; Monolithic,floating, Installing Building or Altering Building elevated Components Walls including; Exterior walls, Bearing Construction Management/Supervision walls, Shear walls Overhead and Profit Beams, Tie Beams, Columns and Posts Equivalent cost for: Wood decking, Floor and Roof Sheathing Donated Materials Trusses,Joist Volunteer Labor(including owners and Windows/Doors friends) ALL BUILDING ELEMENTS, INCLUDING Any Improvements Beyond Pre-damaged Condition, including; Interior Partitions,Walls, Columns Utility Upgrades Drywall, Ceilings, Code Upgrades Built in Furniture, Cabinets, Vanities All Fixtures ITEMS TO BE EXCLUDED Flooring, Tile, Carpet, Stone, Linoleum, ect. Plans and Specifications All Finishes including Drywall, Paint, Survey Costs Stucco Plaster, Paneling, Tile, Marble, Elevation Certificate Costs and Moldings Permit fees Roofing Material Debris Removal ALL HARDWARE Items not considered to be REAL Property ALL UTILITY and SERVICE Rugs, Furniture, Refrigerator, EQUIPMENT Appliances not Built-in Outside Improvements, Including; HVAC Landscaping Electrical System and Equipment Sidewalks Plumbing System and Equipment Patios Security System and Equipment Fences Central Vacuum System Yard lights Plumbing Fixtures Sheds Lighting Fixtures and Ceiling Fans Gazebos Water Systems including Irrigation Softeners/Filtration Pool Created on June 2009 Property Search- Report Page 1 of 2 MIAMI-DARE COUNTY a OFFICE OF 11 1E PROPERTY APPRAISER PROPERTY S kRCH SUMMARY REPORT Carlos Lopez-Centere * Property Appraiser Property Information: Folio 11-3205-023-0060 Properly Address 1350 NE 102 ST Owner Name(s) RICARDO ALVAREZ&W KAREN S Mailing Address 1350 NE 102 ST MIAMI SHORES FL 33138-2620 Primary Zone 1400 SGL FAMILY-3001-3250 SQ All m Use Code 0001 RESIDENTIAL-SINGLE FAMILY Beds/Baths/Half 3/3/1 Floors 2 Living Units 1 Adj.Sq.Footage 3,335 Lot Sin 11,306.78 SQ FT Year Built 1956 Full Legal Description M SHORES BAY PK ESTS PB 55-83 Photography 2o12 LOT 1 BLK 2 LOT SIZE 100.060 X 113 OR 17279-0720 0796 1 Taxable Value Information: IMPORTANT NOTICE: Current Previous Previous 2 The 2013exemption and assessment values currently shown are preliminary ,, and are subject to change until they are certified on July 1. Y 2013 2012 2011 Assessment Information: Exemption/ ExempUoN Exemption/ Taxable Taxable Taxable Current Previous Previous l' Year 2013 2012 2011 , County $50,000/$267,903 $50,000/$262,589 $50,000/$253,485 Land Value $206,806 $195,627 $163,03 School Board $25,000/$292,903 $25,000/$287,589 $25,000/$278,485 Building Value $260,030 $295,155 $296,842 City $50,0001$267,903 $50,000/$262,589 $50,000/$253,485 Market Value $466,836 $490,782 $459,8 5 Regional $50,000/$267,903 $50,0001$262,589 $50,000/$253,485 Assessed Value $317,903 $312,589 $303,4 5 Sale Information:,, Benefits Information: Date Amount OR Book- age Qualification Code Current Previous Previous 7/1996 $242,000 17279-0 0 Sales which are qualified f nefit Type 2013 2012 2011 B/1973 $87,500 00000-0 00 Sales which are qualified ve Our Assessment $148 933 $178,193 $156,3.0 mes Reduction mestead Exemption $25,000 $25,000 $25,0j cond mestead Exemption $25,000 $25,000 $25,010 Note:not all benefits are applicable to all Taxable Values(Is County, School Board,City,Regional). Disclaimer: e Property Appraiser and Miami-Dade County are continually ed ng and updating the tax roil and GIS da to reflect the latest property information The Office of th p rly pp and GIS positional accuracy.No warranties,expressed or implied,are provide4,for data and the positional or thematic ac racy of the data herein,Its use,or Its Interpretation.Although this website is periodically updated,this information may not reflect the data currently on file at MI mi-Dade County's systems of record.The Property Appraiser and Miami-Dade County assumes no liability either for any errors,omissions,or inaccuracies in the irrf rmation provided regardless of the cause of such or for any decision made,action taken,or action not taken by the user In reliance upon any Information provided h gein.See Miami-Dade County full disclaimer and User Agreement at http://Www.mlamidade.govfnfbldisclaimer. 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