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WS-11-1190Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161575 Scheduled Inspection Date: July 28, 2011 Inspector: Bruhn, Norman Owner: ARTIEDA, LUIS Job Address: 9350 NE 9 Place Miami Shores, FL 33138- Permit Number: WS -7 -11 -1190 Project: <NONE> Contractor: ALLIED DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060070040 Phone: (954)942 -8550 Building Department Comments REPLACE GARAGE DOOR 8 X 7 IMPACT RESISTANT Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 27, 2011 For Inspections please call: (305)762 -4949 Page 6 of 20 7 /s /i� ) J Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 I'c 1 I BUILDING Permit Not l� 1 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING /� 2-141.6 S3 3— OWNER: Name (Fee Simple Titleholder): /� TEA 1 L — Phone #: 3-//?-/ Address: 93571 / v �,'� /,, 9 PL �/ City: ' /% / 4 7/ 5 �/2t5 State: /� Zip: 3 3 / 3 d Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: 935D- ilir6 e'o County: — 00 C� Miami Dade Zip: 33 x 3 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name:�C..1 /� /)00 gS 6"; Address: /67 (Sal 67--- 67-- City: i0 PA /'aC' -- State: Qualifier Name: De x) ti/LS Ro /L./ /v)6 c-L ( / L /AC_, Phone #: 93Y9 cF65 b Zip: 33o6 d Phone #: 9'67* q P- O L 53 State Certification or Registration #: CtS 2- 03 3 /3 7 Certificate of Competency #: Contact Phone #: E / mail ddress: b +i @a l /l c`l OfOO rs. COWL. DESIGNER: Architect/Engineer: " Phone #: Value of Work for this Permit: $ 7 �Q 5-, D 5quar inea ootage of Work: SZ Type of Work: UAddition UAlteration New Description of Work: WePc (Pb 6 >4/5 / / AJG 8 X 7 r.?,"\-2A6 -- boo 2 �1 r/Replace2 ❑Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ V b' Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ "Bonding Company's Name (if applicable) Bonding Company's Address City State /A Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State /� Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 ab ice of such posted notice, the inspection will not be a Apr ) ved and a reinspection fee will be charged. Signature AO051) Owner or Agent The foregoing instrument was acknowledged before me this 0 day of ,20 (( ,by Z..61 /5‘,1.- /We %'���� who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign. Print: 1 kiroMVISMINgti r My Commission Expires: * * * * * * * * * ** * * * * ** * * ** Oo <aR,POB�, LYDIA M. LAROCCA 2 , �.`�= Notary Public - State of Florida I My Comm. Expires Jun 5, 2014 a °� Commission # t� OF F�� EittkPhro Peanonal Notary Assn. APPROVED BY 7,e)c://f (Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09) Signature Contractor The foregoing instrument was acknowledged before me this -3 ea day of 4 , 20// , by De-A»J /S 0N4 JC(Cl who is personally known to me or who has produced Plans Examiner Structural Review as identification and who did take an oath. NOTARY PUBLIC: Si Print: My Co 11 SS1 1 LYDIA M. LAROCCA '1. Notary Public - State of Florida • = My Comm. Expires Jun 5, 2014 Commiss'o rough National No-'�n 4ssn Zoning Clerk A RDA CERTIFICATE OF LIABILITY INSURANCE D03/01/20ATE 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(les) 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 J. Smith Lanier & Company 11330 Lakefield Drive Building 1; Suite 100 - Duluth, GA 30097 CONTACT. NAME: PHONE (770)476-1770 FAX A/C. PHONE Ext): (AIC, No): (770)476-3651 E-MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIC # INSURERA: Zurich - American Insurance Company 16535 INSURED Leasing Resources of America, Inc. Alt. Emp: Allied Doors South Florida, Inc. 9280 Bay Plaza Boulevard Suite 715 Tampa , FL 33619 INSURER B : } ) INSURER c : INSURER D $ INSURER E : $ INSURER F : $ COVERAGES CERTIFICATE NUMBER: 11FL109811209 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 LTR TYPE OF INSURANCE ' I. INSR SUER WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP IMMIDDIYYYY) OMITS GENERALLUIBIUTY COMMERCIAL GENERAL LIABILITY } ) EACH OCCURRENCE $ PREM SES Ea occurrence) $ MED EXP (Any one person) $ CLAIMS -MADE OCCUR PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ . PRODUCTS - COMP /OP AGG $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY in .PIFt^OT-T fl LOC $ AUTOMOBILE — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ SCHEDULED NON -OWNED AUTOS (Ea MBBIINdED) INGLE LIMIT BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED 1 1 RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICRERIMEM EREEXCLUDDFED? CUTl� (Mandatory In NH) It yea, describe under DESCRIPTION OF OPERATIONS below NIA WC 48 -65 -795 -01 03/01/2011 03/01/2012 X I WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ 1,000,000 EL DISEASE - EA EMPLOYEE $ 1,000,000 E.L DISEASE - POLICY LIMIT $ 1,000,000 Location Coverage Period: 03/01/2011 03/01/2012 Client#: 63594 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Coverage Is provided for Allied Doors South Florida, Inc. 151 SW 5th Ct only those employees leased to but not Pompano, FL 33060 subcontractors of L.CIN1rru'. r=nvwmn I CITY OF MIAMI SHORES 10050 NE'2ND AVENUE MIAMI SHORES, FL 33138 ...- ..---- _..._._ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED DRREPRESENTATIVE ,."/ ..... .. a..nnn •noonDATIAM All rinhfc racarvnrt. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 43699 AR®3 CERTIFICATE OF LIABILITY INSURANCE DATE ! 02D ) 1 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 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 Commercial Lines - (561) 368 -2777 Wells Fargo Insurance Services USA, Inc. 2255 Glades Road, Suite 420A Boca Raton, FL 33431 -8509 CONTACT NAME: FAX PHONE (A/X, No): Ext) (A/CAIL (MMIDD/YYYY) . ADDRESS: INSURERS) AFFORDING COVERAGE NAIL # INSURERA: Twin City Fire Insurance Company 29459 INSURED Allied Doors South Florida, Inc. 151 S. W. 5th Court Pompano Beach FL 33060 INSURER B : 6/30/2011 INSURER C : EACH OCCURRENCE INSURER D : DAMAGE TO RENTED PREMISES (Ea occurrence) INSURER E : MED EXP (Any one person) INSURER F : • 2888906 REVISION NUMBER: See below 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 TYPE OF INSURANCE AI SR SWVD POLICY NUMBER (MM/DDYIYYYY) (MMIDD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 21 UUNJT2113 6/30/2011 6/30/2012 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) 300,000 $ MED EXP (Any one person) $ 10,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000.000 PRODUCTS - COMP /OP AGG $ 2,000,000 GEN'L AGGREGATE POLICY X LIMIT APPLIES Ter- PER: LOC $ AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N NIA WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) If Certificate Holder has requested to be listed as Additional Insured, please refer to attached policy form HG 00 01(06/05) CERTIFICATE HOLDER CANCELLATIO VILLAGE OF MIAMI SHORES ATTN: BLDG&ZONING DEPT. 10050 NE 2ND AVENUE 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 The ACORD name and logo are registered marks of ACORD ACORD 25 (2010/05) ©1988 -2010 ACORD CORPORATION. All rights reserved. DE1`ACH HERE C/ C 033- 37 To: RelayFax via port COMB From: Broward County 11/4/2010 11:58:54 AM (Page 2 of 2) Broward County 11/4/2010 12:00:44 PM PAGE 2/002 Fax Server BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895— 954- 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Receipt #:180 - 158861 Business Name:ALLIED DOORS SOUTH FL INC Business Type'G RAL CONTRACTOR (BUILDING Business Opened:10 /01/1993 State /County /Cert/Reg:CBC03 313 7 Exemption Code:NONE%EMPT Owner Name:DENNIS M ROMANELLI Business Location:151 SW 5 CT POMPANO BEACH Business Phone: 942 -8551 Rooms Seats Employees Machines Professionals 10 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and/or Municipality planning WHEN VAUDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Meiling Address: DENNIS M ROMANELLI 151 SW 5 COURT POMPANO BEACH, FL 33060 2010 - 2011 Receipt #52a -09- 00008755 Paid 09/16/2010 27.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895— 954- 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Receipt #:180-158861 Business Name: 'LIED DOORS SOUTH FL INC Business Type: GENERAL CONTRACTOR (BUILDING cONTR) Business Opened: 10/ 01/ 1993 State /County /Cert/Reg: CEC03313 7 Exemption Code:N°NExEmPT Owner Name: DENNIS M ROMANELLI Business Location: 151 SW 5 CT POMPANO BEACH Business Phone: 942 -8551 Rooms Seats Employees 10 Machines Professionals Signature For Vending Business Only Vending Tvpe Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 Receipt #52a -09- 00008755 Paid 09/16/2010 27.00 AQ, rr GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2007 FLORIDA BUILDING CODE (ASCE 7 -05) DADE COUNTY FLORIDA 146 MPH 3 -S 3COND Door GUST Door Mean Roof WIND SPEED, Design Pressure EXPOSURE Door Width C Door Height Mean Roof Height Design Pressure Positive Negative 8 7 + 41.3 -51. 8 8 15 + 40.9 -51.1 9i 15 -I-41.0 -5 i. 9 8 + 40.6 -50.4 16 7 +39.2 -47.7 16 8 +38.8 -46.9 18 7 +38.9 -47.0 18 8 +38.5 -46.2 8 7 16 + 41.8 -52.5 8 8 16 + 41.4 -51.7 9 7 + 41.4 -51.8 9 8 + 41.0 -50.9 16 7 +39.7 -48.2 16 8 +39.3 -47.4 18 7 +39.3 -47.5 18 8 +38.9 -46.7 8 7 17 + 42.3 -53.1 8 8 17 + 41.9 -52.3 9 7 + 41.9 -52.4 9 8 + 41.5 -51.5 16 7 +40.1 -48.8 16 8 +39.7 -48.0 18 7 +39.8 -48.1 18 8 +39.4 -47.3 8 7 18 +42.8 -53.7 8 8 18 +42.4 -52.9 9 7 + -53.0 9 8 +42.0 -52.1 16 7 +40.6 -49.4 16 8 +40.2 -48.5 18 7 +40.2 -48.6 18 8 +39.8 -47.8 8 7 19 +43.3 -54.3 ................... 8 8 19 +42.8 -53.5 9 7 +42.9 -53.6 9 8 +42.5 -52.7 16 7 +41.1 -49.9 16 8 +40.6 -49.1 18 7 +40.7 -49.2 18 8 +40.3 -48.3 8 7 20 +43.7 -54.9 8 8 20 +43.3 -54.1 9 7 +43.4 -54.2 9 8 +42.9 -53.3 16 7 +41.5 -50.5 16 8 +41.1 -49.6 18 7 +41.1 -49.7 18 8 +40.7 -48.9 8 7 21 +44.1 -55.4 8 8 21 + 43.7 -54.6 9 7 + 43.8 -54.7 9 8 +43.3 -53.8 16 7 + 41.9 -50.9 16 8 + 41.5 • -50.1 18 7 + 41.5 -50.2 18 8 + 41.1 -49.3 8 7 22 + 44.5 -55.9 8 8 22 +44.1 -65.0 9 7 + 44.1 -55.1 9 8 + 43.7 -54.3 16 7 +42.3 -51.4 16 8 +41.8 -50.5 18 7 +41.9 -50.6 18 8 +41.4 -49.7 8 7 23 +44.9 -56.4 8 8 23 +44.5 -55.5 9 7 +44.5 -55.6 9 8 +44.1 -54.7 16 7 + 42.6 -51.8 16 8 +42.2 -51.0 18 7 + 42.2 -51.1 18 8 + 41.8 -50.2 8 7 24 + 45.3 -56.9 ................... 8 8 24 + 44.9 -56.0 9 7 + 44.9 -56.1 9 8 + 44.5 -55.2 16 7 +43.0 -52.3 16 8 +42.6 -51.4 18 7 +42.6 -51.5 18 8 +42.2 -50.6 8 7 25 +45.7 -57.4 8 8 25 +45.2 -56.5 9 7 + 45.3 -56.6 9 8 +44.8 -55.7 16 7 + 43.4 -52.7 16 8 + 42.9 -51.8 18 7 + 43.0 -51.9 18 8 + 42.5 -51.1 •••• • • • • •••• • • • • •• • ••• • • • • • •• • • • • •••• •••• • • Notes: '....• •••••• 1) Design pressures calculated using calculation procedures listed in ASCE 7 -05. •••• • 2) Pressures assume the entire door's width to be in the end zone (zone 5) of the buitdiug. • • • 3) Calculated based on enclosed building, any roof slope. • 4) Importance factor 1.00, residential application. • 5) For mean roof heights less than 15', use 15' pressures. • • • • • 6) Most garage door openings will not be located completely in zone 5. Therefore f>.idivtdual • • calculations will result in lower pressures. 7) Table to only be used in conjunction with Amarr Garage Doors. PO Box 288 • Winston - Salem, North Carolina 27102 -0288 165 Carriage Court* Winston- Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr.com • • • •• • • • • 4 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinacode Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 27105 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 Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Model 1200 -D WeatherGuard Plus w/ DuraSafe Sectional Garage Door (9' wide) APPROVAL DOCUMENT: Drawing o. SFC- 590- 011heet 1 of 1, titled "Model #1200 -D WeatherGuard Plus w/ DuraSafe Short Long rand and Flush Panel ", dated 06/26/01, last revision D 05/15/09, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 o{ eli?hige in the materials, use, and/or manufacture of the product or process. Misuse of this NOA Ds aVtpdorsenlitrof any product, for sales, advertising or any other purposes shall automatically terminate this NOA. F'�1Yi2re tb comply with any section of this NOA shall be cause for termination and removal of NM:** • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Countyi`t inda, and folled by the expiration date may be displayed in advertising literature. If any portion of the•WA is disp+owyejl, then it shall be done in its entirety. •••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manutewret or its•..' distributors and shall be available for inspection at the job site at the request of the Building Official. • This NOA revises NOA # 07- 0425.02 and consists of this page 1 and evidence page f.-1, as well a: tigg toy al document mentioned above. • • • • • The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • • • • MANMADE COUNTY APPROVED OA No. 09- 0604.0 Expiration Date: May , Approval Date: July 15, 2009 Page 1 • • • • • • • • • • • • • • Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SFC- 590 -011, Sheet 1 of 1, titled "Model #1200 -D WeatherGuard Plus w/DuraSafe Short Panel, Long Panel and Flush Panel ", dated 06/26/01, last revision D 05/15/09, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 01- 1017.02" 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test for a 9' x 7' sectional steel garage door, prepared by American Test Lab of South Florida, Report # 0709.01 -01, dated 08/23/01, signed and sealed by W. R. Mehner, P.E. and H. Hattem, P.E. 2. Test report on Evaluation of painted panels per ASTM D1654 & B117, prepared by Subtropical Testing Service, test # AMR -1, signed and sealed by M. Mosbat, P.E. C. CALCULATIONS "Submitted under NOA # 07- 0425.02" 1. Calculations prepared by Structural Solutions, P.A., dated 04/06/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS "Submitted under NOA # 01- 1017.02" 1. Test report on Tensile Test from 3 Samples ATL 0712.01 -01A, B & C, prepared by Q. C. Metallurgical, Inc., report # 1 GM -1038, dated 08/02/01, signed and sealed by F. Grate, P.E. F. STATEMENTS 1. 2007 FBC compliance letter issued by Structural Solutions, P.A., on 04/27/09, signed and sealed by Tomas L. Shelmerdine, P.E. "Submitted under NOA # 01- 1017.02" 2. No financial interest letter issued by Structural Solutions PA, on 10 /01 /01, siedand sealed by T. L. Shelmerdine, P.E. • • ..•• • 3. Protocol compliance letter issued by American Test Lab of SouthFloritla on48730101, •. signed and sealed by W. R. Mehner, P.E. & H. Hattem, P.E. • •••• •••• G. OTHERS: • 1. Notice of Acceptance No. 07- 0425.02, issued to Amarr Garage Dogr,tr the rliv 1 1 1200 -D WeatherGuard Plus w/ DuraSafe Steel Sectional Garage Door `dpfffov� d • on• • • • •. 06/14/07 and expiring on 05/16/12. ;` , • r • • . • arles M. m$, j'.E. Product Control Examiner NOA No. 09- 0604.01 Expiration Date: May 16, 2012 Approval Date: July 15, 2009 • • E -1 16 GA GALV. RESIDENTIAL TOP ROLLER BRAOQT ADJUSTABLE ROLLER CARRIER ATTACHED V/ <2) 004' H I/2' BOLT 6 NIT PER BRACKET • 14GA DURASAFE CENTER HINGE ATTACHED V/ (4) I/4' M 3/4' HEX HEAD SCREWS B0 GA GALV. STEEL. SECTION S LOCATED AT EA CENTER HINGE ATTACHED V/ DOUBLE SIDED TAPE 18' SEC.• 2'141032' 80' SEC. • 2' >< 13 1/2' /16' 20.T RETAINER ATTACHED V/ <41 1/4' • 3/4' HEX HEAD SCREWS PER BRACKET TYPICAL TOP FIXTURES N.T.S. 24 28. MN EXTERIOR SKIN WITH 0-40 GALV. 6 0AXED OF POLYESTER TOP COAT GE 19 R -TRUSS SPACING SECTMN 1EI040 3 3/4' NON. INSIDE ELEVATION N.T.S. 0 BALL STEEL ROLLER V5' STEN SLOE LOCK ENGAGES INTO VERTICAL TRACK 0J BOTH SIDES 5/e' KIN E80AGENENF 2007IIODJG TO SFBC 3603 -2. (SNAP LATCH OR SECURE LOCK OPTIMAL) TYPICAL DURASAFE END HINGE N.T.S. SIM 100000 V/ FLEXIBLE SEAL (SUPPLED BY INSTALLER) LIFT HANDLE R -TRUSS SPACING SECTION HEIGHT MRS BOTT04 BRACKET 1078' THICK ATTAINED 00/831 1/4' X 3/4' TM( HEAR SCREWS VSTH A 1095' BRACICE1 SLIDER TYPICAL BBRS SAFETY BOTTOM BRACKET I5/168 H 3 5/891 X 22 GA (3 5/8' R- TRUSS) GALV. STEEL 12-7.133 ATTACHED V/ (2) 004' 4. 3/4' HEX HEAD SCREWS AT EACH END STILE AND (2) I/4' 3/4' HEX HEAD SCREWS AT EACH SEC. STRAP 7 0*. NIN INTERIOR SKIN CFC-FREE EXPANDED POLYSTYRENE INSULATIIN 1 LB DENSITY W/ SECTION A -A (SIDE VIEW) N.T.5. N.T.S. E0 GA GAIN. STEEL {� X END STILE ATTACHED BIII•R XPlA7E! 1 %0 •CID NCES • • .•• • •S • • •• •• vtg17 ai p • • amyl MIME • • • •• ••• •• • • • • 5/16' H 1 5/8' LAG O) PER JANE 254008 • 1sr.w. y•. • ••• R• v. STEEL • B01i am: • • 1•Sa'et -vTD THICKNESS , • • 1 DER ROLEo • • • • • atom Ohm& MIS eke �i •ACtII1OUNililk LF.T.II ) SPLACE N.T.S. WOOD JAMB ATTACHMENT TO STRUCTURE. RATED FOR 1W N6K P848 OUST (130 MPH FASTEST-YID LTA10 002 6PE}45) 3 GA FLAG BRACET 04118E TRACKS AT 1146 LOCATION N/ (4) 1/4' -20 TRACK SPLICE BOLTS a NUTS SECURE TO JANE WITH (3) 5/18' DIA X 1 -5/8' U0 BOLTS (1) 5/10' DIA. It 1 -5/8' LAD BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 OIL 04LV. STEEL MID MAGNETS ATTACHED N/ (1) 1/4' -20 TRACK Po ICS BOLT Co NUT . ALE% . EXTRIE8 COST 001810. *064 AL 4 X 6 4FTmro Aa64 ATT4405400T To FI000 RIMY 91PIV'111171, an6• X 3' 1A5 =Des 9TAR00 8' FROM EI224 THEN 28' Oa (1 1/4' 025036341) 2 X 0 44115004. axle ATT4OMT40 N 2pp P9 &Irma7 an 1061 BD.T 3/8' X 4' 51AAD80 a• FA011 805 MN 24' CC (2 1/2' 00004821) HGn 112080 MW W< 3/6' X 2-3/4' SIMTQO 8 FAOH 0011X8 18' C.C. (1 1/4' REOPEN) (1RO-SD.1) 30 X 4. 51481 D 6' FROM EN00 184 24' 0.C. (2 1/2" tommumn, 2 X 6 ~CH JAID ATTA 14*1ST TO 8-80 mm,l HAD s008 ANCHOR 3/5' X 2-3/4' STM1N0 6' FROM Dab 1181N 15' 0.0 (1 1/4' 4 1 TAPNN 1 /4'X2 -3/4' 51481540 5' FRW BIDS 098 FANS R 0441HJ®9 OF MARE AT 12' 01403) 1/0 DEMENT) noes A1. 80L1S 048 6E N<OW8a1 TO MOVIE A FUER NOW= SAME PWCPMATD4 aF 6000 AXES DT 01016 TRACK CONFIGURATION FOR 8'8' UP TO B' TALL 000RS N.T.S. JAMB BRACKET LOCATIONS Mamma am Now 4 ALL 15E L04D MOM 1E 0000 6 120.051135/20 n THE 00118. 15681, FROM THE TRACY 1E LOAD E TRANSFERRED TO THE 19in5AL &AW M RECEIVES em Ftl1M 6 1E tM TRANSFERRED OR LOWS OF 73400 189 Q WARM OEM 0 DDm19 AND HAMM& 101. BE 00800. YARID'ACRRED AND INSTALLED MN STANDARDS AS S(,E,pOTF66F) ORTH eT DASW. WERRA FUME%OM0 -4400 OALYAN DARCH 0/ BARED 84 MATZ (& FX89/ 6 DOORS 1810 721' MN CONSIST OF (4) SEOTIOMS AS SHOW. u6E0(0))33 -9/5• R .100 - 18 PER 1801001 tl5E (0) 3-8 8 -15110 985 2801163(5) =PONS AS 3101sT. 7. 0UPP0 1518 STRUCTURAL ELEMENTS SOU. Ea 0E51043) 0T A 8008108 PWFFS0Di/J. ROHM FOR FGD LDMS OmmA0E0 OM 111$ ONA8Of0 N ADO0N4 To 011024 LOCUM S DIE 4E1110) OF 16481. WAS O ansuN2Al 500000 041 PIE PROCEDURES O63C✓= N AWN ESA Alm 7- 98/02/00, 400 FRC 007 PROMO/12 201, 202 403 BBD 1040 OHOH CRITERIA THE PP0SIRS SHORN OM 1E d *0005 8518 O1.FALATED USSR 714 F0LOWNO AMAYETER& A 10018M1 PE411 NWT We SPEED a 00D< 001 08 06DLLED NIX 5 FEET oF 0006 80744 K®8 118 010E 5124). C ffi' MEW ROOF WENT AT AMY SLOPE D. IMP01MCE FACTOR OF 1.05 E OPO51RE WOW CF C 9. 109 AW1o0L WIL S 171E MAXUFACNIER 10 CO TEMPO OF ALL 0005 TEED TO 080080 DOOM FMCS UNDER THE NOM OF ACCEPTANCE. A YQDON OF 2 SPECIMENS S S4211. 8E OUT FROM 8/04 C00. X00 TENSILE TOTED =OREM 10 MP 8-6 BY A 048E GOONEY 4140 ED IA41 SELECTED NM PAD FM THE WW8%L11 KEN. BIER)' 3 ADAMS. 4 TOES A TEA. 11E 11ROFACIIIRER SHALL UAL 111144E OFRE: A COPY OF THE 1E51 REPORTS WM COIN 004 PLO THE WOWS PE RE WIPCE0 8568 NOS AT THE WMFA ICIER fR)OICTION &001H4. AV) A WOW® OF 31.00 PSI OR W WW1 RE IE® TO PRE DOOR PAWLS 0000 NU41Y LACER n09 r01ee or AC EP1A10L PRODUCT REVISE - a4 6wnply005 *17th the PTOIidR &Riding Code Acceptance No _% Q .� L?.o12 Product Ce»6i 60050A OF aWACE MA J. CITA 6O r_ *924 ® .0 183 : POY1M: 00098E NEOATAE kY DESCIFIKE OF 001008 8110 51 A (O E O WAIN AITASB115 W SID 4/3/07 0(5 B IRATE COOS MOUS 3/5/07 148 C REVIO WIE 8 (2/08/0( C8f 0 WISED ME S / f8C 1007 05/15M (6T MAX SIZE 8' K8' DESIGN LOADS +52.0 PSF -42.0 PSI= LARGE AGSSLE IMPACT RESISTANCE 165 CARRIAGE COURT 9116101- SALEH, N.C. 07105 9W24400.684 MODEL *1200 -D WeatherGuard Plus T6 /Dura2afa Short Panel, Long Panel, and Flush Panel S• 0441( 8T OM DAIS 0(/23/0 MEW MO&R 6 m e mm DATE 0-590-011 8M IR IONS L MIME PE LC Ito ODOM SIM 1 OF I ••• • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • A B C O E F G H S 6T-6. 3' 14' 24' 35' 43' 53' 65' 70' 7' -0' 3' 14' 27' 38' 46' 56' 68' 76' 7'-6' 3' W 24' 35' 43' 53' 65' 75' B2' 8'-2' 3' 14' 27' 38' 46' 56' 68' 78' 88' Mamma am Now 4 ALL 15E L04D MOM 1E 0000 6 120.051135/20 n THE 00118. 15681, FROM THE TRACY 1E LOAD E TRANSFERRED TO THE 19in5AL &AW M RECEIVES em Ftl1M 6 1E tM TRANSFERRED OR LOWS OF 73400 189 Q WARM OEM 0 DDm19 AND HAMM& 101. BE 00800. YARID'ACRRED AND INSTALLED MN STANDARDS AS S(,E,pOTF66F) ORTH eT DASW. WERRA FUME%OM0 -4400 OALYAN DARCH 0/ BARED 84 MATZ (& FX89/ 6 DOORS 1810 721' MN CONSIST OF (4) SEOTIOMS AS SHOW. u6E0(0))33 -9/5• R .100 - 18 PER 1801001 tl5E (0) 3-8 8 -15110 985 2801163(5) =PONS AS 3101sT. 7. 0UPP0 1518 STRUCTURAL ELEMENTS SOU. Ea 0E51043) 0T A 8008108 PWFFS0Di/J. ROHM FOR FGD LDMS OmmA0E0 OM 111$ ONA8Of0 N ADO0N4 To 011024 LOCUM S DIE 4E1110) OF 16481. WAS O ansuN2Al 500000 041 PIE PROCEDURES O63C✓= N AWN ESA Alm 7- 98/02/00, 400 FRC 007 PROMO/12 201, 202 403 BBD 1040 OHOH CRITERIA THE PP0SIRS SHORN OM 1E d *0005 8518 O1.FALATED USSR 714 F0LOWNO AMAYETER& A 10018M1 PE411 NWT We SPEED a 00D< 001 08 06DLLED NIX 5 FEET oF 0006 80744 K®8 118 010E 5124). C ffi' MEW ROOF WENT AT AMY SLOPE D. IMP01MCE FACTOR OF 1.05 E OPO51RE WOW CF C 9. 109 AW1o0L WIL S 171E MAXUFACNIER 10 CO TEMPO OF ALL 0005 TEED TO 080080 DOOM FMCS UNDER THE NOM OF ACCEPTANCE. A YQDON OF 2 SPECIMENS S S4211. 8E OUT FROM 8/04 C00. X00 TENSILE TOTED =OREM 10 MP 8-6 BY A 048E GOONEY 4140 ED IA41 SELECTED NM PAD FM THE WW8%L11 KEN. BIER)' 3 ADAMS. 4 TOES A TEA. 11E 11ROFACIIIRER SHALL UAL 111144E OFRE: A COPY OF THE 1E51 REPORTS WM COIN 004 PLO THE WOWS PE RE WIPCE0 8568 NOS AT THE WMFA ICIER fR)OICTION &001H4. AV) A WOW® OF 31.00 PSI OR W WW1 RE IE® TO PRE DOOR PAWLS 0000 NU41Y LACER n09 r01ee or AC EP1A10L PRODUCT REVISE - a4 6wnply005 *17th the PTOIidR &Riding Code Acceptance No _% Q .� L?.o12 Product Ce»6i 60050A OF aWACE MA J. CITA 6O r_ *924 ® .0 183 : POY1M: 00098E NEOATAE kY DESCIFIKE OF 001008 8110 51 A (O E O WAIN AITASB115 W SID 4/3/07 0(5 B IRATE COOS MOUS 3/5/07 148 C REVIO WIE 8 (2/08/0( C8f 0 WISED ME S / f8C 1007 05/15M (6T MAX SIZE 8' K8' DESIGN LOADS +52.0 PSF -42.0 PSI= LARGE AGSSLE IMPACT RESISTANCE 165 CARRIAGE COURT 9116101- SALEH, N.C. 07105 9W24400.684 MODEL *1200 -D WeatherGuard Plus T6 /Dura2afa Short Panel, Long Panel, and Flush Panel S• 0441( 8T OM DAIS 0(/23/0 MEW MO&R 6 m e mm DATE 0-590-011 8M IR IONS L MIME PE LC Ito ODOM SIM 1 OF I ••• • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • •