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WS-15-992Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233412 Permit Number: WS -4-15-992 Scheduled Inspection Date: June 02, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: KEATING, PHILIP $ LISSET Work Classification: Shutters Job Address: 145 NE 101 Street Miami Shores, FL 33138 - Phone Number (305)336-1715 Parcel Number 1132060131940 Project: <NONE> Contractor: A&M HURRICAINE PROTECTION LLC Phone: (305)885-0678 rsuuai comments INSTALLATION OF GALV: PANELS INSPECTOR COMMENTS False 11 Passed 4K Inspector Comments Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid June 01, 2015 For Inspections please call: (305)762-4949 Page 12 of 38 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 rrojec[ owuress Parcel Number Applicant 145 NE 101 Street 1132060131940 PHILIP & LISSET KEATING Miami Shores, FL 33138- Block: Lot: Owner information Address Phone Cell PHILIP & LISSET KEATING 145 NE 101 Street (305)336-1715 MIAMI SHORES FL 33138- 145 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone A&M HURRICAINE PROTECTION LLC (305)885-0678 e of Work: INSTALLATION OF GALV: PANELS of Openings: 7 litional Info: ssification: Residential inning: 3 Fees Due Amount CCF $1.80 DBPR Fee $2.55 DCA Fee $2.55 Education Surcharge $0.60 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $188.90 Valuation: $ 2,286.00 Total Sq Feet: 248 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4-15-55329 05/06/2015 Check #: 5512 $ 138.90 $ 50.00 04/24/2015 Credit Card $ 50.00 $ 0.00 Avallame Inspections: Inspection Type: 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 fore g info7m tion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhemtore, I nze the amed cont r ctor to do the work stated. May 06, 2015 Authorized Signature: er / Applicant / Contractor / Agent Date Building Department Copy May 06, 2015 1 Cal t'5 Miami Shores Village 4 �o� Building Department A,PR2 : 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 BUILDING Master Permit NoW i �i 2 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [—]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: N-5 AJE /0/ 51' City: Miami Shores County: Miami Dade Zip: /.316 Folio/Parcel#: / I',3(4®(e • 00 - ) 940 Is the Building Historically Designated: Yes NO - Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):i> I Address: !W AJ E l of -s% ~—..���.•__.�� City: Niami shoge.6 State: % Zip: 3313% Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: /0 ?� l J&Yl'-;C&n' jD0% LLG Phone#: • S85•0678 Address: /D.60 &=W' A5*Sr City: State: Fl— Zip:. ®/CS Qualifier Name: -.se 6.Pere°j. Phone#: .9 1 acS '�?� State Certification or Registration #: Certificate of Competency #: 00/b9cos(dy DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ®iy ,, Square/Linear Footage of Work: 448 Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: /,V671NARl on ®1 GLV 26.r415 ( 4g-a'(L ' Specify color of color thru We; Submittal Fee $ Permit Fee $ l':�y • Cj) CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $_�_ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 seve(7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rein pection fee will be charged. OWNER or The foregoing instrument was acknowledged before me this 0 day of _. ADnL , 20 J , by Ph; L� �� , who is personally known to me or who has produced e�L.. as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: COMMISSION rt FF203463 EXPIRES May 03, 2019 Signature CONTRACTOR The foregoing instrument was acknowledged before me this ,i) day of a.PiP? , , 20 15 . by J;de— Pere?- who is personally known to me or who has produced 1) JL— as identification and who did take an oath. NOTARY PUBLIC: Sign: Print' Alhl- :' = MY COMMISSION 0 FF203463 Seal: EXPIRES May 03, 2019 14Ct13Be-0'S3 rw�e.>r,�, Sanke.mm APPROVED BY C� Plans Examiner Zoning Structural Review _ Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF 41 -.. PROFESSIONAL REGUILNAT ON AND CGC1522835 ISSUED: 12/18/2014 CERTIFIED GENERAL CONTRACTOR PEREZ, JOSE GUSTAVO A& M HURRICANE PROTECTION L.L.C. IS CERTIFIED under the provisions of C 4128eo089 FS Expiration date AUG 31, 2016 �sG' 880788 0 012761 R�i.0*# Mlarnl-�acte, £gax y, St te> Of::P1�rid�,:: =THIS IS - fsfdTA BILL::_ D .NOT PAY 6049605 Q. rOWER_ 0, 2015 4 draptayed at plan of business RurauaM to CountV Code Chapter NA - Art. 9 610 otMew sec. TVps.OP suetllieais A & M HURRICANE PROTECTION LLC 196 SPECIALTY BUILDING CONTRACTOR PAVMeNT 1teCWVXD Worker(a) 1 0781500689 BY TAX COUACTCII $45.00 07/16/2014 CHECK21-14-021715 This Loa! Buslum Tax Asoeipt only ooaflm s payment of the Looel Buslaus Tex Th Rea{f�t le not a Ibanaa, Pmft o►s GlMflatla of the holds �� qualiflsatiom, to do business. Holder muri a Iv wic eery t a Wages, o►aa enrmaanlai►pulatory laws andmqulnmanN whloh apply to the d&= Tha RICO" N0. abays mtudt f diaplaved on all oomntarolal vehlola. Miami -pods Cade Bao Ya -278, For mrs hftmafloe, visit A� CERTIFICATE OF LIABILITY INSURANCE °A 09/2612014"'' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy lea) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Emmanuel Insurance & Associates, Inc. 2370E STH AVE, CONTACT NAME Sarai Medina PHONE Eat , (305) 693-0003 ac Nol: (305) 691 X381 sarait�emmanuelinsurance.com INSURER(S) AFFORDING COVERAGE NAIC S GENERAL LIABILITY GOMMERCLIT IAL GENERAL LIABILITY ® HIALEAH FL 33013-4236 INSUIRERA: United Specialty Insurance Company 12537 INSURED INSURER 0: INSURER C : A& M HURRICANE PROTECTION, LLC DISURFo D : JOSE PEREZ INSURER E: 1050 E 15 STREET INSURER F: WIIYQCO- HIALEAH FL 33010 ��vCrwaaCa VGR I IrIV/�1 G 1�VmoGR. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRTYPE I. OF INSURANCE 1NVD POLICY NUMBER U EFF C LIMITS' EACH OCCURRENCE $ 1.000,000.00 GENERAL LIABILITY GOMMERCLIT IAL GENERAL LIABILITY ® PREMISES Fa oKftw=Mence $ 50.000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 1.000,000.00 A CLAIMS -MADE OCCUR Y S111014AO1621-01 09/16/2014 09/16/2015 GENERAL AGGREGATE $ 2,000,000.00 FGENI'LGGREGATE PRODUCTS - COMP/OP AGG $ 2,000,000.00 LIMIT APPLIES PER: LICY PRD• LOC AUTOMOBILE LIABILITY WNED SINGLE LIMIT $ Ea aaident $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNEDSCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTO BODILY INJURY (Peraoddent) $ PROPERTY DAMAGE Per ecdde$ mAUTOS $ UMBRELLA UAB EXCESS UAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED I I RETEN ION $ WC STATU- OTl+ WORKERS COMPENSATION E.L. EACH ACCIDENT $ AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNEPJEXECCUTIVE OFFICEREMBER EXCLUDED? IM (Mandatory in NH) 11yes descrtba under DESCRIPTION OF OPERATIONS below N / A EL DISEASE - EA EMPLOYE $ E.L.DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additlenal Remarlrs Schedule, if more apace Is mqutrad) Hurricane Shutter. Any Changes or alterations Done to this document after being issued shall constitute it null and void. MGR 11173 I_1G­_­ Village _w Village of Miami Shores 10050 NE 2ND AVE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTIC ILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONZ Miami Shores FL 33138-2304 AUTHORDED p:EPRESENTATIYE Sarah Ma rii4 ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD !_% CERTIFICATE OF LIABILITY INSURANCE °A'�`�D�' olrogr2o15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER David Carothers c/o Praxiom Risk Management, LLC 123 West Bloomingdale Avenue #300 CONTACT NAME: PHONE FAX 14( E-� ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC • Brandon, FL 33511 INSURER A: American Zurich Insurance Company !40142 INSURED Resource Management, Inc. Alt. Emp: A & M Hurricane Protection L.L.C. 281 Main St. Suite 5 INSURER 8 INSURER C: PRODUCTS - COMPIOP AGG $ Fitchburg, MA 01420-4371 INSURER D: AUTOMOBILE LIABILITY COMBINED SINLIMIT$ Ea accident Me INSURER E: INSURER F: _ ALL OWNED SCHEDULED COVERAGES CERTIFICATE NUMBER:15MA005880839 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR L S LTR TYPE OF INSURANCE p ; ryyp POLICY NUMBER POLICY EFF i POLICY EXP MWOD/YYYY WODLIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ r_^ GE TO RENTEU_ $ CLAIMS -MADE OCCUR PREM SES Me occurrence MED EXP (Any one person) S PERSONAL & ADV INJURY $ GEN -L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ _ POLICY ^ PRO JECT LOC PRODUCTS - COMPIOP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINLIMIT$ Ea accident Me _ ANY AUTO BODILY INJURY (Per person) $ _ ALL OWNED SCHEDULED BODILY INJURY (Per accident) , $ AUTOS AUTOS ^ TY $ Perraccid HIRED AUTOS AUUTOSWNED accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LU18 CLAIMS -MADE AGGREGATE $ $ DED RETENTION $ WORKERS COMPENSATION - H - X : STATUTE ER AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE Y / N A ❑ N/A, WC 94-60-464-00 E.l. EACH ACCIDENT $ 1,000,000 � 01/01/2015 . 01/01/2016 OFFICERIMEMBEREXCLUDED? (Mandatory In NH) , • E.L. DISEASE - EA EMPLOYEE S 1,000,000 If yes, describe untler DESCRIPTION OF OPERATIONS below E.L. DISEASE •POLICY LIMIT $ 1,000,000 Location Coverage Period: i 01/01/2015 01/01/2016 Client'# 670003 -FL DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) A & M Hurricane Protection L.L.C. Coverage is provided for 1050 E. 15TH STREET only those co -employees of. but not subcontractors HIALEAH, FL 33010 to: It Miami Shores Village 10050 NE 2nd Ave Miami shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE n 1gRA_9n1a OCORD CORPORATION. All riahts reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD CFN: 20150188495 BOOK 29548 PAGE 3550 DATE:03/24/2015 08:11:42 AM DEED DOC 3,300.00 HARVEY RUVIN, CLERK OF COURT, MIA -DARE CTY Prepared by/rewrn to: David M., Qoldstein�, Esq, 12000.:ffiscaynz Blvd. — * Ste 802: N. i i Flotida.33181 T6 Fax. 1.05.*57.7 8.' 223.2.. (space above this, line for recordihs, data.: WARWIYDEED T I& Warranty- Deed made as of this dAy- of March -201:55 by Alvin 1. MaInk a married inan hereinafter called the Grantor, meho post offi-I- ceaddress is 630.1:N. Ocean Blvd.: Ocean Ridge, FL 33435 to Phi -lip R. Keat&garse. Lissa Gonzalez &eatin.g�.Iwsband-Emdvqfe ,-.who.se:post*jfh7ed 19 145 NNE tOI'Street MiamiShdr0s, FL 33138,ereinaftat calle.t.. .Grtees ' Grantor, in consideration of the swn of Ten mid.. No/ O O.Dollars andfor other, good* and valuable consideration, the receipt and Sufficiency of which: are hereby acknowledge; hereby -ni . es "d cbritly,eys to.. Grantee the bollowin -described real property: m'' Miat i Shor Flb n. W. Lot 20 and the -East .25 feet OL00-9, 816414,A!, Amended Platvf.-Wami.: s.-S'ectiol! Shore *N. : o.: 1, Accoding .q. -the -rn4p or plat thereo e in. Plat * dk: 1*0 P -w -70,16f the ..t f, as: Tf dj Public Records of Mlami-Dadt County* Florida-.: Ideatif Number 11.3 y: A. '.p cation. Folio Numb ;n6.01*34g4. -ad 'e . irp The:property dcszrib;4 lW*n: is nit : 044 has never. been the hom;st.q. of*-0i...:Q. -W-4..norany innember-of his. fa,in -ily noris.it contiguous to.his: horxiestead,.-an -G-r.antt)r:.resi*d.'es:-a.t..,..6-3-01 N. :Ocean B-I'vd.,006 ..'Rid -FL 33435. Sub I. VMS ject- to d ts: reservations and restriction. of r ord, provided,bpvvevqr;. that this provision shall: not serve to reigposc:.anV of the gg. o sae,� verm-nental regulations - and * real.prPpiprty- taxes fortip. Current:years. eforever; Grantor hereby, covenants with Graotemfhat the property is. five of all encumbrance m- Ade by Grantor and that Granter does heelwarrant and defend: the title to tho pmperty-mains the law ful cl ums... of all. persons whorasever; `i CFN: 20150188495 BOOK 29548 PAGE 3551 Grantor hereby covenants with Grantees that the property is free of all encumbrance made by Grantor and that Grantor does herby warrant and defend the title to the property against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. Signed, Sealed and delivered in present of Signature me, %o6rVV6!q P' Int State of Florida ) ) SS County of Miami -Dade) 4 The foregoinginstrum t was acknowledged before me this /eday of March 2015 by Alvin L Malnik who .is ( personally known to me or ( } has produced as identification. By: sl.� � Signature of Notary Public ! My commission xpires: T1IgI y 0000•• 0000•• • • • 0000•• 0000• 0000• 0000•• 0000•• • 0000•• • 0000•• • • 0000 • 0000 0000 0000 • 0000 0000 0000•• •• •• • • •0•••• 0000 0000 00.00• • 0000•• SINGLE DOOR 11)x83 46 Z5 -38.5 32.4 FOLIO # 113206 013 1940 PHIL R & LISSET GONZALEZ-KEATING 145 NE 101 ST MIAMI SHORES, FL. 33138 GALVANIZED PANELS NOA # 12-1210.01 MEAN OF 15' 0[OR GARAGE Z5 -% a7xai -44.7 1 I 1 1 1 I 1 1 1 I I 2�q1px��82 F 44x88 2� 24 iC2 33.8 u+36b, 0 24 4 9 93 04 FRONT M -37.5#5 377.5 -" X MAY 8 4 HiS NAM,E-- PHILIP R & LISSET GONZALEZ-KEATING 145 WINDOW AND DOOR DESIGN FORM NE 101 ST MIAMI C%HnRFC, F1 111;R Opening NO Widht Heigth Square Footage Wind *Zone Opening Design pressure ( Chart) POS NEG DESIGN Loads Product Approval Pos Neg Product approval # Comments 1 97 91 61.30 5 35.7 44.7 . . 55 12-1210.01 2 21 62 9.04 4 40.0 43.8 . 90 12-1210.01 .. 3 144 86 26.28 4 38.5 42.0 .. 120 12-1210.01 . . 4 21 62 9.04 4 40.4 43.8 ... . 90 12-1210.01 . 5 72 73 36.50 5 37.5 48.3 80 12-1210.01 6 135 82 19.93 5 40.4 54.1 130 12-1210.01 7 0.00 .. .. . . . .. .. b Clf F I NCL1JJI€i l 8 40 83 23.06 4 38.5 42.0 130 12-1210.01 9 0.00 10 0.00 11 0.00 12 0.00 13 0.00 14 0.00 15 0.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 J .. ... . . . . . .. Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: SQF: 25% OF SQF: TOTAL JOB SQF: TOTAL JOB SQF .." ..: '.: '.' : : ..' ... . . . . 000 . . .00 15 . ... . . . . .. . . . . . . . .. . . .. . . . . . . ... . . . ... . ... . . . . ... . . 185.15 : . .. .. . . . .. .. 46.29 ••• ••• • • 0 W �ADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 14475 N.W. 26h Avenue Opa-Locka, Florida 33054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gaWmwoomv 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 High Velocity Hurricane DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS - 202, and TAS -203, 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 # 12-0410.01 and consists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 12-1210.01 h8l►MBAPPRO Coin /�f G Expiration Date: 01/23/2018 11?-4/� 3 Approval Date: 01/24/2013 / Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS L Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels ", sheets I through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P. E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P. E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS I. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. d jl� H y A. Makar, P.E., WS: - Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: OV23/2018 Approval Date: 01/24/2013 E-1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS L Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel -LMH ", sheets I through 4 of 4, prepared by MCY Engineering Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P. E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. HelWy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1210.01 Expiration Date: 01/23%2018 Approval Date: 01/24/2013 E-2 PRODUCT MARKWO PRODUCT MAF ONG.._ .. LOCATION OPT IO 11.576t g. .q0�- 9,1 378`y,-(U)CAT�y 3, 3378" f1.. I!4'ROLL BACK 0.378" ,980• $n• 1.31? 1.51? 1.31?188' 0_187°_, 1.7B�� 1.781• 7.78,' 1.71.781- tR• t.781• p c BACK �I 72007 PAM COVERAUEafter 02s? 1.781' CAW 8° 14.43PAN¢ LENGTH a AA w4ma Mr b g �-OPTKNAL 71420871TCH BOLTBYATX VONAMSP FAHIH� 5 �i � 0.128°TYP. �4 �t +• 1.00° Ma 'a 6 V BTLDDED ANGLE 0MLLDMffCLQ8UXEAKGLEG4&AKA== FRODWVRwam AroP mND .0 ejg 0 GENERAL NOTES: oaal 1. T1IRi eHurTWt BYBTeM HAe efiO4 DE810HEDArmTESTED ABaLARGE MMeue IMPAOT PROTECTIVE Br3TEr1 NAWXBaDYV4QSMITHTFE FLORmaRw,DeKTcooe>MtaArm,aroTGanerAe2m FORIaaGE 1 MRSLE BOMOT. 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OX &61 e w 989° 1&4' 88' ur lar &7 984' &r 4ep@)•218.00 72 1111138 O8• as" aT 3.0 ar &W Or &7 a7 128'1&r Ox &4° 1068° 48' Ba Vae94b)=58880 130 S" ar &8• aA' aw ar 3.8. &W am &r Or ar 18.714.7 O2 62 aW to. &r 67 6.28'185° Or BA' ala0 1p4°x7.7 39 12.018W% 16 128"1 lar IMV '148 15.0° 9.61 188' AL4POW7880LID-8aT 48 12.016.0`1&71ar /2.0'1Or ar ea tar lar ea or 72 S)sELDAN01pR N 7211 18.0.14111A' 7101&7 eb' 6.B' tar t&r O1 8.4' ALL4.OWF9 SOLIDSET oq*0.389 J2 12018.7 98" 6r 19.r 16r 60 44" 128.1611 &r OA" ee oaPOb)•249 130 128.167 6r " 12rt&r 81 &4. 116.1&r 8.8° ar Ir lar 174•x1 -1T6" • OO 128'18016-W lZr 11014r 7.8. 7.r 88• 18.7 O2 1Sw ELOD PANELMATE 49 12.r1&711.e° O.r 67rll.0 4.11 ar &20 9A• 38. 4.0 130 ELOCI PANELMATE • 56 tariax &r O.1• 6%• &r Or 6r ear 9.v ac 4.r (MIN 3380 PSI CONC) TOaWN:204.79 12 &201 .1 0.6• e.6• 6811 ar &4. 4r O.W At• 31 4r K vw9(Ib).232AD 1911 6,28' 0.Y 94. 411 6211 ar &P 4T 828' &t• &P 4.T YC71CiKLa91x2i6W Tap(89=889.83 Voap(0).8287 49 56 72 190 18019.71&7 68" 12016w &r 38' 1871&w74A' &r 1871&7 &0 82 1211 1&w 0.9' 411 tar ta7 9.7 /28'9aw flA' 1101&7 ar 12.r%W 8.0 &1 928°727 67 128°18.7 aw 18.7 &7 04x1 -UT TFQtGAD 98 126°1tA9'taw 7. 067 &3' '12.8"1&0 40 HOOD SCREW 49 119"1&713.0 er 1211188 8.11 &r 6.>�t0.r 4.11 ar CONN TYPE s9 188.1&w 9s' aP &W 112 41 82 62010.P 3.7 T..Xb)-234.00 72 127142 OX 4.11 i0.T &r 10.4' 9.11 VapEb)= 0&74 130 989° 1&4' 88' ur lar &7 984' &r 7)10XGWBMHD 39 1&79471 180 G a 1&P 8, BRASS&SIINO& 4972.71&w1&6'1&8. 128'1&r Ox &4° 1068° 48' Ba 171-1m SCREW • 0 128°147 O1 Or 69011.1 43• BA' lox &r 68' Toap(91)•981.W 72 18.714.7 O2 62 aW to. &r 67 6.28'185° Or BA' ala0 Vaap(b)•28M 180 38• s.7 4211lar &WV 87 sffi102 Or S8' ANCHOR NOTES: 4ANp NCH .SPAC)NG SCHEDULE ��i a7aSa� O SCS EDULE 26" EDGE DISTANCE 39 ANCHOR LOAD ANSUP � s.5W TO 6n �^ aomn TO 49 10.7 te.0' (ps}) CONN TYPE CONN TYPE S9 112 19.0° 8.4" lur CB CS CS Ce 72 x1 -3N' EMBED 39 lar 16.r 16.0° 108' iW 18.00 TAPCON 46 1&0° 188" 11.4' 1&0• 39 (MN 33" DOW G 1&7 16.0' 7.r ISO" 49 cWW).4S&BO ee '148 15.0° 9.61 188' • m1&7 Yoap(Ib)•47600 72.11*1 18.0° !I;; 6.0°18,61 72 N4"x1-7 8mm 39 116.8• 14.8° 168' iG ALL4.OWF9 SOLIDSET 481&7 ler 10.1° 1sr 39 )PAD SHIELD ANCHOR ee •1ar law O.W law 49 Tc"P)-42L9O 86 Ir lar 6X ler • OO Voap(0).42&O0 72 88• 18.7 O2 1Sw 72 x7-TEmS 391&7 18A' 12 %W 130 ELOCI PANELMATE 48 'le.7 188' a0 16.7 (MIN 3380 PSI CONC) W I&V 1eD' O.r 168° T01p0)=37200 K 11.0, le.74.0 16.0° V4apOb)=888.00 72 or 167 4.0 16w ��i a7aSa� O SCS EDULE 20"EDGE DISTANCE 39 1W law 7JV I&W sPeNa 1IP ro ELCO rAPCON 49 10.7 te.0' &2 13.4" . aA68 CONNTYPE 6.678 OONNTYPE S9 112 19.0° 8.4" lur C7 CO TOepp)•216OD 72 ' 6.4- 140 6r I&W tar13.0` va.m )=30&00 iW S7 131ar 48 lag* 132 1)C'xl-VWEMBED 39 tar 18A° 12.4 167 188 10.0• ALL-PONiB SOLD'Sur 49 1&w 298° e.a• 19.7 Izr 92 SHIBLDANCHOR • m1&7 187 B.r Oar 11.0 a.0 T4ap86)=38680 72 10.0 lar 44' l98" 16.7 19.0' VoxpBb)•249.OD iG O2 19.7 4A• 16.11 I0.7 14.r lwx1- 39 167 19.0° 7.1• 142 1&W 127 ELOO PANSLMATE 49 18.0° 18.7 4.7 Wr 14.4° 10.7 &r Or • OO law IW101 72 72 1&7 e2 Toap(mJ.20478 72 aw 1&r &r 10.7 11.0 =288.80 130 4.11 124 ar ��i a7aSa� O SCS EDULE AAO SCREW 10 1 1&7 taw ar 18.7 PENBTRIAeSCFMW m 6.0 &T 41 to 1&7 18.7 6.8'1&0 08 Or 40 &4" •389.ae BB 10.8• lar 4.P taw TOap(Ib).869.5) as 48' e.r -a2B7 72 aT 188° 4.N taw ).am 72 4.11 a8 THREAD 39 1&7 1& 8. " 1&61 4x I.11T 38 e2 4. .WOOD SCREW 48/0.7 10.61 5.8" 14.4• Yi00DSORSW 48 68• &4' 42 99 G 11.0 16.0° 3.8' lur 65 Sr 44• 8A' =294.00 as 4r 1&r 10r T4a�lb)•28400 G 48° &r Or =x8.74 72 6, 142 VIP V )=9&74 72 4.r &W 3.6" D t&w 1 B. ' i&7 7=.w 90 Imp aT Amov6N& 45 t&7 168' O8• 148 BRASSBUSHN66 48 111° ur 7.1" &, MEN • 85 11.7 ler a6° 71.r im-OR0 G a9° so &W 411 =23180 66 or 168° 10.7 Tww���ro).232� sb 78• 88• 6.1" &r .282.60 72 LT 141 loz VOW :231 72 78' &w 61° &7 I. SPANS AND LOAN SHONN HERB ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE WORM PANG. 20"EDGE DISTANCE 9s ANCHOR LOAD sPeNa 1IP ro SPANS llP To 49 IO.r 7.r Ww! aA68 CONNTYPE 6.678 OONNTYPE a BA' Or &r &T C7 CO C7 CO n 1)4•x1-SWEMSED 30 I&W tar13.0` O.r 130 aW TAPOON 48 lag* 132 11.8' O.4" W (ON 332" 0010 OO 188 10.0• s.8° Or 49 Toep(U).980.40 OO Izr 92 S.0 6.01 Be VOq(W) 3p.00 72 11.0 a.0 &r 0.w 72 •x1.7/8° D 39 16.7 19.0' 18.2° 100 130 ALL-POWS SO U 41ET 46 I0.7 14.r 132 O.0 39 LEAD OHU3D ANCHOR • 65 1&W 127 10.0 T.G. 49 Toep(8)=42&00 OO 14.4° 10.7 &r Or • 61 WPM. 72 72 1&7 e2 9.r ar 72 71rm-W G 10.7 11.0 10.7 7.4' 130 ELCO PANELMATO 45 14.7 10.1' flr 8A` 3980 PSI coNq 68 11.0 Oa 7.0 s2 Tom)=28780 a &r 7.0' O.r 861 ) •28280 72 &V 88° &4• O8• AAO SCREW 10 1 1&7 taw ar 18.7 PENBTRIAeSCFMW m 6.0 &T 41 to 1&7 18.7 6.8'1&0 08 Or 40 &4" •389.ae BB 10.8• lar 4.P taw TOap(Ib).869.5) as 48' e.r -a2B7 72 aT 188° 4.N taw ).am 72 4.11 a8 THREAD 39 1&7 1& 8. " 1&61 4x I.11T 38 e2 4. .WOOD SCREW 48/0.7 10.61 5.8" 14.4• Yi00DSORSW 48 68• &4' 42 99 G 11.0 16.0° 3.8' lur 65 Sr 44• 8A' =294.00 as 4r 1&r 10r T4a�lb)•28400 G 48° &r Or =x8.74 72 6, 142 VIP V )=9&74 72 4.r &W 3.6" D t&w 1 B. ' i&7 7=.w 90 Imp aT Amov6N& 45 t&7 168' O8• 148 BRASSBUSHN66 48 111° ur 7.1" &, MEN • 85 11.7 ler a6° 71.r im-OR0 G a9° so &W 411 =23180 66 or 168° 10.7 Tww���ro).232� sb 78• 88• 6.1" &r .282.60 72 LT 141 loz VOW :231 72 78' &w 61° &7 I. SPANS AND LOAN SHONN HERB ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE WORM PANG. 9s SPANSFORSPEWICLC M MUST BE LBSITEDTO TFIOBE GROWN N MMALLOWABLE SPAN SONEWLE(TAOM T11. &w a j,%III Em TAPOON 49 IO.r 7.r &r 4.11 NOMINAL r x 4• (IIIA) WOOD STUD (914' EDW DISTANCE R)ACCEPTABLE FOR VA70D FRAMINQ). WOOD STUD "M BE 80UMM Pte' a BA' Or &r &T Oep(6)o/74.00 n 7.04r &7 3.0 8. WHQffiEX687'INOSTRUCTURESI91OODFRAIBNG, E%ISTIN6 CONDTRONB AOAY VARY. FIELDVERTY THAT FASTBNERBAREINTOADEQUATHWOODFRAMNOMEMBERS. 2/ap(m)=518.00 130 Sr 48' &7 N' 10. DEMO NATESA CHOR OONDITIONB VIHICH ARE NOTACCEPTABLE FQR USE. B� �OAle 1E4x1.7A EIWHD W 1&w 128' 10.4' ALL -P NTOSOU041ET 49 142 lar &61 Or LEWSHURDANLTOR Be 11.r ar 7.4• &r T000m)•98BA0 72 9.r 7.4• 0.0 4.0 Vaapp)=MAO 130 &r or ar 4.r IWXI.lWmdmn 39 tt2 98" 7.1• &r ELCO PANELBMTE 49 Or ar a2 4A• • 61 7.0' &8' &w &r TOapIBD=2D1.SO 72 ar 40 4.P 3a V .19&.&0 130 1 0.1' 41 1 1 9a AAO SCREW 10 1 1&7 taw ar 18.7 PENBTRIAeSCFMW m 6.0 &T 41 to 1&7 18.7 6.8'1&0 08 Or 40 &4" •389.ae BB 10.8• lar 4.P taw TOap(Ib).869.5) as 48' e.r -a2B7 72 aT 188° 4.N taw ).am 72 4.11 a8 THREAD 39 1&7 1& 8. " 1&61 4x I.11T 38 e2 4. .WOOD SCREW 48/0.7 10.61 5.8" 14.4• Yi00DSORSW 48 68• &4' 42 99 G 11.0 16.0° 3.8' lur 65 Sr 44• 8A' =294.00 as 4r 1&r 10r T4a�lb)•28400 G 48° &r Or =x8.74 72 6, 142 VIP V )=9&74 72 4.r &W 3.6" D t&w 1 B. ' i&7 7=.w 90 Imp aT Amov6N& 45 t&7 168' O8• 148 BRASSBUSHN66 48 111° ur 7.1" &, MEN • 85 11.7 ler a6° 71.r im-OR0 G a9° so &W 411 =23180 66 or 168° 10.7 Tww���ro).232� sb 78• 88• 6.1" &r .282.60 72 LT 141 loz VOW :231 72 78' &w 61° &7 I. SPANS AND LOAN SHONN HERB ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE WORM PANG. SPANSFORSPEWICLC M MUST BE LBSITEDTO TFIOBE GROWN N MMALLOWABLE SPAN SONEWLE(TAOM T11. j,%III BREATffit THAN OR EOUDUW NPM ON DEBT LOAD OADG ST SHUTTER AND SELECT NCHMT% TER LE t LOM TO 6. WHERE LAO SCREWS FASTEN TO NARROW FACE OF STUD FRAIIMa FASTENER SHALL BE LOCATED IN CENTER OF �eae`% ?%N GREATER SPAN. NOMINAL r x 4• (IIIA) WOOD STUD (914' EDW DISTANCE R)ACCEPTABLE FOR VA70D FRAMINQ). WOOD STUD "M BE 80UMM Pte' & BE ECT COW EWM TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETALS ON SHEE'f8 9 &SFOR IOHNiffICATtON (XDUIECTIDN �'G OR GRFAMR DENSITY. LAO SCREW SHALL HAVE PHWM PAN HEAD OR HEX HEAD. T. DESIGNATED REMOVABLE ANCWRS. WIDOH ARE REQUIRED FOR DWW MOUNT INSTALLATIONS. tee&••C 4. ANCHORS SHALL BE NSTA.LED IN A = W11H MANUFACTU[iERB RECIIDATIOSRi. 8. NIAC11161E BORRg6 811N1. HAVE 9IPMS)M OF 1fP ENGAGEMENT OF THREADS IN lIASEANCNORA►G WAY HAVE ti 1J 8. WHQffiEX687'INOSTRUCTURESI91OODFRAIBNG, E%ISTIN6 CONDTRONB AOAY VARY. FIELDVERTY THAT FASTBNERBAREINTOADEQUATHWOODFRAMNOMEMBERS. EITIN H,,PROD1Wr8BVjM OMINBIBB EMBFDND [•DEE DISTANCE [OOCLIIE8 STI#'R OTHER WAIL FlNLWN&O Z -N NOTPLYWOOD. FABTEWNO ONLY FOR SDA CLOSU RE PIECES. WED SWAB�T. 10. DEMO NATESA CHOR OONDITIONB VIHICH ARE NOTACCEPTABLE FQR USE. B� �OAle Brp.DACCEPTABLE AD12-30 4 O 4