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WS-12-53Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169979 Permit Number: WS -1 -12-53 Scheduled Inspection Date: February 21, 2012 Inspector: Bruhn, Norman Owner: GOLDBERG, JONATHAN Job Address: 9901 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: JOHNS GARAGE DOOR INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132050090480 Phone: (305)822 -2951 Building Department Comments GARAGE DOOR REPLACEMENT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 169895. CREATED AS REINSPECTION FOR INSP- 168709. Provide substantial improvement verification work sheet for floodplain. SUBSTANTIAL IMPROVEMENT FORM IN FILE No plans or permit on site. NB February 17, 2012 For Inspections please call: (305)762 -4949 Page 25 of 34 r FEB 0 9 252 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 and 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: AD 1''i Rd1 PERMIT # Gv,,8 p� 1 ADDRESS: l(h)) AN/ `'L FOLIO NUMBER: k I --'6q135., WI iltOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD:. EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 1 0 LOC . COST OF PROPOSED IMPROVEMENTS: 00 a (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): l l� � 0 0 VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: a' 1 4 • Miami -Dade My Home • My Home trtia . a . e.g Show Me: Property Information Search By: Select Item g Text only to Property Appraiser Tax Estimator 11 Property Appraiser Tax Comparison II Portability S.O.H. Calculator Summary Details: Folio No.: 11- 205 - 009 -0480 Property: 9901 NE 13 AVE Mailing ADAM S GROPPER Address: KARI A GROPPER Living Units: 9901 NE 13 AVE MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Propert y Information: Primary Zone: 1700 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 5/4 Floors: 1 Living Units: 1 Adj Sq Footage: 4,767 Lot Size: 14,023.50 SQ FT Year Built: 1955 $50,500/ EARLETON SHORES PB 43 -80 LOT 3 BLK 4 Legal LOT SIZE 93.490 X 150 Description: OR 19584 -2719 03 2001 1 OR 27720 -2565 0511 $817,562 01 Assessment Information: Year: 2011 2010 Land Value: $804,386 $846,878 Building Value: $599,344 $602,730 Market Value: $1,403,730$1,449,608 $500 Assessed Value: $881,082 $868,062 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Widow: $500 $500 Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,500/ $50,500/ $830,582 $817,562 County: $50,500/ $50,500/ $830,582 $817,562 City: $50,500/ $50,500/ $830,582 $817,562 School Board: $25,500/ $25,500/ $855,582 $842,562 Sale Information: Page 1 of 2 Aerial Photography - 2009 0 116 ft My Hemel Propertv Information 1 Property Taxes My Neiahborhood 1 Property Appraiser Home'Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend N Property Boundary • Selected • Property iv Street ei Highway Miami -Dade County ▪ Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 2/7/2012 B \-C61 DING 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 PERMIT APPLICATION FBC 20 JAN 1 3 Permit No. :4\1-----) Master Permit No.RC 1/ ' /6 3 tf Permit Type: BUILDING ROOFING Aims" S. C oe (i . OWNER: Name (Fee Simple Titleholder): RAiLi A. 62opp it Phone#: 30.S- b. -' 0709 Address: 99o, ,U f3 i0'v4 ..4,A. City: "Owl/ SA/0A ACS State: / L Tenant/Lessee Name: Phone #: Email: zip: 3 3/3 Fr' JOB ADDRESS: 9'90/ / 3 /f y 4 City: Miami Shores County: Folio/Parcel #: 1/ • ®®7. 0 it O Is the Building Historically Designated: Yes Miami Dade Zip: 33/3k- NO Flood Zone: CONTRACTOR: Company Name: John d gP. 'boor 1n6 2 Phone#: 3O5 8c p 'c9 9 / Address: 02,266 t i ) 179 S i City:Ci'%% State: Qualifier Name: Jh0/LJ-. TIXD State Certification or Registration #: Contact Phone#: 31X5 8a� o2 ° 09 9S7 Email Address: FloriSa Zip: 33o Iv Phone#:. D54 .0,9 °a 95/ Certificate of Competency #: 9965 6Q /I/ / mQ+i 1()�/garayed.COM. DESIGNER: Architect/Engineer: i3C Amu* mg ail Phone #: 3OS • 66 2 ' Value of Work for this Permit: $ 027 006 ® Square/Linear Footage of Work: Type of Work: OAddition ❑Alteration ONew (s3Repair/Replace ODemolition Description of Work: %' Pi.h (. -4•R Ate. *4 P3P #E/1 fi=t Submittal Fee $ Permit Fee $ ff CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Address **City State Zip Mortgage Lender's Name (if applicable) AO' 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 ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will ' ; be i ppved and a reinspection fee will be charged. Signature Owner or Agent - ....,�u„... The fore ;oing instrument was acknowledged bef e me this The foregoing Ii�nstrrument was acknowledged b{eefo e me this. day of ; L � 20 by l t , i , day of i� `WL , 20' by \N on �' T , who is personally known to me or who has produced who is personall own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Prin .1 MY COMMISSION # EE032278 EXPIRES October 05, 2014 pp *** *M******* ****** ***** F APPROVED BY _7„ J1/4/fib_ __._ NOT as identification and who did take an oath. Print: My Commission Expires:Ng c906 Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Miam - 20110928 -00061.Jpg 741K (D` AR °® CERTIFICATE OF LIABILITY INSURANCE `�°/°°"Y'"' 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 ADDmONAL INSURED, the poiicy(fes) 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 BenTrust A18, LLC 701 Waterford Way, Suite 300 Miami FL 33126 FACT Chrystal Martinez PeOuNES EA. (305) 444 -8350 x FAx . Not (�5J 4R4 8501 x I (ac E-MAIL ADDRESS: PRODUCER CUSTOMER EOM INSURER(S) AFFORDING COVERAGE NUC # INSURED Johns Garage Doors LLC 2266 West 79 Street Hialeah FL 33016 INSURER A: Guarantee Insurance Company OCCUR INSURER a : INSURER C : INSURER D : EACH OCCURRENCE INSURERE: INSURER F : $ COVERAGES CERTIFICATE NUMBER: 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 ADM iNSR. SUBR %WD POUCY NUMBER POLICY EFF (MMIDDIYYYY1 POLICY EXP (iMIDNYYYY) LIMITS GENERAL. LABILITY COMMERCIAL GENERAL ICLAIMS -MADE LIABILITY OCCUR EACH OCCURRENCE $ • DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one ) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE 5 GEML AGGREGATE LIMIT APPE LIS PER POLICY Fl !Ear I —j i LOC PRODUCTS - COMP/OP AGG $ —I $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS UM OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABIIJY ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) I yes, describe under DESCRIPTION OF OPERATIONS YIN N 1 A GWIC301003938 -110 6/23/2011 612312012 I TDBTA s I v 10TH- E.L. EACH ACCIDENT $ 1,000,000 El. DISEASE - EA EMPLO $ 1,000,000 below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES 10050 NE 2 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 Michael Alvarez ©19882009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 07/21/2011 PRODUCER Warren Insurance Corporation 950 Peninsula Corporate Circle Suite 1012 Boca Raton FL 33487 561- 362 -6005 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED John's Garage Door 2266 W 79th St Hialeah FL 33016 INSURER A: Century Surety Company INSURER 8: INSURER C: INSURER D: INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L NSRD TYPE OF INSURANCE POLICY NUMBER POUCY EFFECTIVE nATF fmnoun WY% POLICY EXPIRATION IIATF IMMIDDIYY) LIMITS A GENERAL LUIBIUTY COMMERCIAL GENERAL LIABILITY CCP576789 04/04/2011 04/04/2012 EACH OCCURRENCE $ 1,000,000 X PRREMA SES (Ea ocnirence) $ 100,000 1 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE UMIT APPUES PER: 1 POLICY n ,PjFgT 71 LOC PRODUCTS - COMP /OP AGG $ 1,000,000 ^ AUTOMOBILE LUIBIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 7 OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? If yes describe under SPECIAL PROVISIONS below X I TRY I NITS I I� R E.L. EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L DISEASE - POUCY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS 305 - 756 -8972 CERTIFICATE HOLDER CANCELLATION City of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 ACORD 25 (2001/08) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION OR LUIBIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTA <DA> © CORD CORPORATION 198E IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) DO- NOT FORWARD JOHNS GARAGE DOOR INC JOHN F TORO PRES -. 2266 .W 79 ST HIALEAH FL 33016 00185; 00045,00' t y t 105 SEE OTHER SIDE arr GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2007 FLORIDA BUILDING CODE (ASCE 7 -05) T1 A T1R rnT MTV FT 11R in A 146 MPH 3- SECOND GUST WIND SPEED, EXPOSURE C Mean Design Pressure Mean Design Pressure Door Door Roof Door Door Roof Width Height Height Width Height Height 8 9 16 18 8 9 16 18 8 9 16 18 8 9 16 18 6 9 16 18 8 9 16 18 6 9 16 18 8 9 16 18 7 7 7 7 15 Positive +41.3 Negative -51.9 +41.0 -51.2 +39.2 -47.7 +38.9 -47.0 7 7 7 7 16 +41.8 -52.5 +41.4 -51.8 +39.7 -48.2 +39.3 -47.5 7 7 7 7 17 +42.3 -53.1 +41.9 -52.4 +40.1 -48.8 +39.8 -48.1 7 7 7 7 18 +42.8 -53.7 + 42.4 -63.0 +4116 -49.4 +40.2 -48.6 7 7 7 7 19 +43.3 -54.3 +42.9 -53.6 +41.1 -49.9 +40.7 -49.2 7 7 7 7 20 + 43.7 -54.9 +43.4 -54.2 +41.5 -50.5 +41.1 -49.7 7 7 7 7 21 +44.1 -55.4 + 43.8 34.7 +41.9 -50.9 +41.5 -50.2 7 7 7 7 22 +44.5 -55.9 +44.1 -55.1 + 42.3 -51.4 +41.9 -50.6 8 9 16 18 8 9 16 18 8 9 16 18 7 7 7 7 23 +44.9 -56,4 +44.5 35.6 +42.6 -51.8 + 42.2 -51.1 7 7 7 7 24 +45.3 -56.9 +44.9 36.1 +43.0 -52.3 + 42.6 -51.5 7 7 7 7 25 +45.7 -57.4 +45.3 -56.6 +43.4 -52.7 + 43.0 -51.9 Positive 8 9 16 1B 8 8 9 8 8 8 16 8 18 8 16 +40.9 Negative -51.1 +40.6 -50.4 +31.8 -46.9 +38.5 -46.2 +41.4 -51.7 +41.0 -50.9 +39.3 -47.4 +38.9 -46.7 6 9 16 18 8 6 8 8 17 +41.9 -52.3 +41.5 -51.5 +39.7 -48.0 +39.4 -47.3 8 9 16 18 8 8 8 8 18 + 42.4 -52.9 +42.0 -52.1 + 40.2 -48.5 +39.8 -47.8 8 9 16 18 8 8 8 8 19 +42.8 -53.5 +42.5 -52.7 +40.6 -491 +40.3 -48.3 8 9 16 18 8 8 8 +43.3 -54.1 +42.9 -63.3 +41.1 -49.6 +40.7 -48.9 8 9 16 18 8 8 8 8 21 +43.7 -54.6 + 43.3 -53.8 +41.5 -50.1 +41.1 -49.3 8 9 16 18 8 8 6 8 22 +44.1 -55.0 +43.7 -54.3 +41.8 -50.5 + 41.4 -49.7 8 9 16 18 8 8 8 8 23 +44.5 -55.5 +44.1 -54.7 +42.2 31.0 +41.8 -50.2 8 9 16 18 8 8 8 8 24 +44.9 36.0 +44.5 -55.2 +42.6 31.4 + 42.2 -53.6 8 9 16 18 8 8 8 8 25 + 46.2 -56.5 + 44.8 -55.7 + 42.9 31.8 +42.5 -51.1 fOZ wI 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 building. 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 individual calculations will result in lower pressures. 7) Table to onlv 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 0 cc w ZONING DEPT 1- 0 w 0 J m , 4 • MIAMI•' COUNTY. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston - Salem, N.C. 27105 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.buildingcodeonline.com 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: Model 1200 -D WeatherGuard Plus with DuraSafe. APPROVAL DOCUMENT: Drawing No.SFC - 590 -011, Sheets 1 of 1, titled "Model #1200-D WeatherGuard Plus w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/01, last revision 05/21/07, prepared by Amarr Garage Doors. Signed and sealed by Thomas L. Shelmerdine, PE. Bearing the Miami Dade County Product Control Renewal stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. 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 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 No. 01- 1017.02 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P:E. NOA No: 07- 0425.02 Expiration Date: May 16, 2012 Approval Date: June 14, 2001 Page 1 Amarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No.SFC -590 -011, Sheets 1 of 1, titled "Model #1200 -D WeatherGuard Plus w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/01, last revision 05/21/07, 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, PE. And H. Hattem, PE. 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, PE. C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., project 01 -034, dated 04/06/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: (submitted under NOA # 01- 1017.02) 1. Code compliance letter issued by Structural Solutions, PA., on 02/13/02, signed and sealed by T. L. Shelmerdine, PE. 2. No financial interest letter issued by Structural Solutions PA, on 10 /01 /01, signed and sealed by T. L. Shelmerdine, PE. 3. Protocol compliance letter issued by American Test Lab of South Florida on 08/30/01, signed and sealed by W. R. Mehner & H. Hattem. E. MATERIAL CERTIFICATION: (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 # 1GM -1038 dated 08/02/01, signed and sealed By F. Grate, PE. F. OTHERS: 1. Renewal Request Letter issued by Amarr Garage Doors, dated 05/15/07, signed by Danny L. Joyner, Manager of Applications Engineering. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0425.02 Expiration Date: May 16, 2012 Approval Date: June 14, 2007 16 GA. GALV. RESIDENTIAL TOP FELLER BRACKET ADJUSTABLE KILLER CARRIER ATTACHED V/ OD 1/4' x 1/2' BELT L NUT PER BRACKET 1460. DURASAFE CENTER HINGE ATTACHED V /(4)1/4'x3/4' HEX HEAD SCREWS ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREVS PER BRACKET 20 GA GALV. STEEL SECTION LOCATED AT E9. CENTER KNEE ATTACHED V/ DOUOLE SIZED TAPE 18' SEC. =2'x10 1/2' 21' SEC.= 2' • 13 v2' /16' BOLT RETAINER 24 G0. FDN EXTERIOR SIGN WITH G-40 GALV. 6 RAKED ON PSLYESTER TOP COAT TYPICAL TIP FIXTURES N.T.S. R -TRUSS SPACING SECTION HEIGHT 12 GA. DURASAFE EMT HINGE ATTACHED V/ (0) 1/4' x 3/4' HEX MEAD SCREWS (D 1429. IDWASAFE KILLER CARRIER ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREVS 3 3/4' MIN. -1 SIDEMEN INSIDE ELEVATION N.T.S. 10 8ALL STEEL KILLER V/5' STEN SLUE LOCK ENGAGES INTO VERTICAL TRACT( @I BETH SIDES 5/8' NIH ENSA2EIENT C@6'ORMING 70 SF8C 3603 -2. (SNAP LATCH OR SECURE LOCK GPTILINAL) TYPICAL DURASAFE END HINGE N.T.S MOULDING Wf FLEXIBLE 7 AL (SUPPLIED BY INSTALLER) 2 5/8' • 4 3/11' x 186A BACKER PLATES 20 GA OALV. STEEL END STILE ATTACHED TO PANEL (22 LANCES R -TRUSS SPACING SECTID1 HEIGHT BBRS BECTON BRACKET .078' THICK ATTACHED V /(3) 1/4' X 3/4' NIX HEAD SCREWS WITH A ASS' BRACKET SLIDES TYPICAL BBRS SAFETY BUTTON BRACKET 4.T.S 2 5/8' x 3 1/2' • 1BGA BACKER PLATE LEICATED BEHIND EA CENTER FORGE 8/16' • 1 5/8' LAG CD PER JAK8 0ADXET WOOD JAMB ATTACHMENT T STRUCTURE RATED FOR 116 IPN PEN( MET (130 MPH 041:0261,4612 SASOO WED SIWZDS) SECTION N.1S 15/16'V x 3 VIM X 22 GA (3 5/8' R- TRUSS) GALV. STEEL R - TRUSS ATTACHED V/ (2) 1/4' • 3/4' HEX HEAD SCREWS AT EACH END STILE AND (2) 1/4' • 3/4' HEX HEAD SCREWS AT EACH SEC. STRAP GA. MN INTERIOR SKIN CFC -FREE EXPANDED POLYSTYRENE INSULATION 1 LB DIMITY R43.73. 1140.17 ONT. AWL EXTRUSI ) V/ CENT. VINYL ASTRAGAL A -A (SIDE VIEW) POLYSTYRENE CGRE gLT HAVER (1) PER MMUER CONT. VERTICAL JAMB 2X6 SOUTHERN SPI 50 7 8"TRAACK TRACK MOUNTING DETAIL 2 YELLOW T28) N.T.S. 2' GALT. STEM TRACK TRACK TBCINES0 .0113' 2 x' 4467c) .NIP ATTA1M14T 10 11026 RAW I4R11C1N*F V/10' X 3' LA0 SC E2 SWANS 6' FROM ENDS TIER 24' cc (1 I/4' (00EMENT) 2 X 6 WADY. AMR ATTACHNFNT TB 01KR1 P1( 87)110010 ern X86 MIT 3/6' X 4' 3TARTNO 0' )TON DDS THEN 24. D.C. (2 1/3' G®IEN11 MA » ANCHOR 3/8' X 2-3/47 STAITM 5' FROM ENDS THEN 18' OR (1 1/4' MEWE DEOHEA0 (02F517.1) 3/3' X 4' STAMM 8' 08•1 EMS OVEN 24' O.0. (2 1/r tmemeola TD 1-46 EDS 141.11 SLEEVE ANCHOR 3/9' x 2-3/4' STMD 6' NM ENOS THDI 18. 5. D 1/4' OOY 7APCO21 lir X 0-3/4' STAROHO 0' TRIM ENDS USE PA000 Or FASTENERS (3' APART AT 12' 0.041 1/4' EMBEME51) SAPS AND 90.18 CAN BE COUNTERSUNK TO PROEM A 5•91 MADM106 208ACE 'PEPA2*134 Cr WCO JAMBS DT 0116.03 GA. FLAG BRACKET SPLICE TR ACKS AT THE LOCATION /4"-20 TRACK SPLICE •CU i0 JAMB WITH (3) 8/iDU 1 8 /6' LAG BOLTS (1) 5/18' DIA. X 1 -5 /8' LAB BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 GA. CALK STEEL JAMB BRACNEI3 ATTACHED W/ (1) 1/4' -20 TRACT( SPLICE BOLT R NUT OR (2) RIVETS TRACK CONFIGURATION FOR 618' UP TO 8' TALL DOORS ETC JAMB BRACKET LDCATIDNS SPECIFICATIONS AND NOTES 1. ALL TIE LOAD FROM THE DOOR 0 WAVR'BdED TO DE Y2R1CN. TRACK. FAD( DE WIN THE LOAD IS TRARSNRR D 70 HE VERTICAL AWE THE HORIZONTAL JAMB 26 HEAER RE2VEB ND PORTION OF ORE LOAD W ANSERRED FROM WE ODOR. 2. +236a 164/FT 6 -079. NAOXM OE901 LOADS 0t 1 0008 AID HARD IRE MADE 008025. MANUFACTURED AND AISTALLED ITN STANDARDS AS SET FORTH BY DALA 4. 0008 SECTIONS SHALL BE 27 09. O 1009. NIDBOR AM 24 09. COM MN EXTERIOR ROLLED 70RIa9. 0-40 DLL TOM 1/ RAKED ON POLYE41FO FO¢UI L 110000 UPTO 19' 1001 C01aT OF (4) ECTI000 AS SNORT. USE (1) 3-5/8' R -TRUSS PER SECTION L 0 9b' IRON CONSIST OF (3) SE21ONS AS SNOW 108 / 3-6 R -TRIG PER swam 7. SUPPORTING SIRIKRDAL ELEMENTS SHALL BE 11011311107 BY A REESTRED PR9E8SIOt4AI ENGINEER FOP WD LOADS NOCATED ON 7109 ONARNO N ADMEN 70 ODSR LOADINGS. R THE MEDICO O TESTING SEALS N 908TAR5AL CONFORMANCE e11H 1121 POOCEOUWS 0869 N ATTN L830-90. ABM 7-02, AND ABC 2004 P021914 S 214. 20E 203 1000 LOAD DEMON CRITERIA THE PAF5AJ528 SHOW ON THE DRAKDOS SIDE (ALCM MED 2053 THE FOLLOWS PARAMETERS A 130 MPH PEAR OUST ADM WEED R DOD( CAN SE INSTALLED 910 2 FEET OF 00018 W1W LIRE THE EDGE STOP. C. BY MEAN ROD' HMO AT ANY 901E D. OVERTAX= FACTOR OF 149 e OPOSU E RAIDS 6 2 R. 1O9 MPROWL MIMES THE YDARAC580R 10 DO 16050 OF ALL COOS USED TO FARRrATO COON PANELS WEER 7161 ROME OF ACdPTANCE. A MAIM OF 2 SPECIMENS 981.1 BE CUT (1011 EACH COIL AM 1EMSLE TESTED ACIOROOO TO ASTN 21-0 BY A DALE CCONO APPRaFD LAS SDEC = MD PAD BY 114E W WFACRIRER. WIRY 3 MONTHS. • TINES A 10.10. 112 11A2122C114ER 51901 MAL 70 CMS 9FRF A COPY OF WE TUT REPO(IS WITH COOWAOOM 7150 THE SPECIMENS 108 SELECTED FROM COOS 00 TIC INNUFALIURER PRODUCTION warms. AND A WARMED 000D5NT PROM 11E AWRIMCILNIIL 1) 4 ONLY COLS TON YWD STREWTH OF 31.000 PA OR TORE WALL BE USED W MACE DOOR PANELS FOR OWE COWRY UNDER THIS NOTCE OF ACCEPTANCE PRODUCTREN4WF trowil9i1M9rISISCBIDIM 221212ECvAr. AuctD172t01.16 / • a • 1/t7f'L. INTERIOR 6 IMPALE MAX 1 2 70' C_ DEMON 10MS® - L SEE NOTES 2 • 3 P091AI Pl✓� 66ATAE P8290E BEY DBMS Cf 2VBMS Mff BT A WOAD IF RIB ATGOBBDS TO SBNCBRE 4/3/07 SKI WWI WOE MINCES 1121/01 MAX SIZE 9' 8' DESIGN LOADS +52.0 PSF -82.0 P5F LARGE MI552E IMPACT RESISTANCE 1/ 163 CAOOASE CCART VNSTWI-(ALD1. ME 07101 VVVA5*40®1 MODEL #2200 -D WeatherGuard Plus w /DuraSafe Short Panel, Long Panel, and Flush Panel 920 B MAW ED DJ ERIE 1/16/01 MKS IS DABS ORM SFC- 590011 MYM EC MSS L SOYE928E PE IG W COOS HET 1 W 1 A B C D E F G H S 6' -6' 3' 14' 24' 35'43'53' 65' 70' 7' -0' 3' 14' 27' 38' 46' 56' 68' 76' 7' -6' 3' 11' 24'35' 43' 53' 63' 75' 82' 8' -0' 3' 14' 27' 38'46' 56' 68' 78' 88' SPECIFICATIONS AND NOTES 1. ALL TIE LOAD FROM THE DOOR 0 WAVR'BdED TO DE Y2R1CN. TRACK. FAD( DE WIN THE LOAD IS TRARSNRR D 70 HE VERTICAL AWE THE HORIZONTAL JAMB 26 HEAER RE2VEB ND PORTION OF ORE LOAD W ANSERRED FROM WE ODOR. 2. +236a 164/FT 6 -079. NAOXM OE901 LOADS 0t 1 0008 AID HARD IRE MADE 008025. MANUFACTURED AND AISTALLED ITN STANDARDS AS SET FORTH BY DALA 4. 0008 SECTIONS SHALL BE 27 09. O 1009. NIDBOR AM 24 09. COM MN EXTERIOR ROLLED 70RIa9. 0-40 DLL TOM 1/ RAKED ON POLYE41FO FO¢UI L 110000 UPTO 19' 1001 C01aT OF (4) ECTI000 AS SNORT. USE (1) 3-5/8' R -TRUSS PER SECTION L 0 9b' IRON CONSIST OF (3) SE21ONS AS SNOW 108 / 3-6 R -TRIG PER swam 7. SUPPORTING SIRIKRDAL ELEMENTS SHALL BE 11011311107 BY A REESTRED PR9E8SIOt4AI ENGINEER FOP WD LOADS NOCATED ON 7109 ONARNO N ADMEN 70 ODSR LOADINGS. R THE MEDICO O TESTING SEALS N 908TAR5AL CONFORMANCE e11H 1121 POOCEOUWS 0869 N ATTN L830-90. ABM 7-02, AND ABC 2004 P021914 S 214. 20E 203 1000 LOAD DEMON CRITERIA THE PAF5AJ528 SHOW ON THE DRAKDOS SIDE (ALCM MED 2053 THE FOLLOWS PARAMETERS A 130 MPH PEAR OUST ADM WEED R DOD( CAN SE INSTALLED 910 2 FEET OF 00018 W1W LIRE THE EDGE STOP. C. BY MEAN ROD' HMO AT ANY 901E D. OVERTAX= FACTOR OF 149 e OPOSU E RAIDS 6 2 R. 1O9 MPROWL MIMES THE YDARAC580R 10 DO 16050 OF ALL COOS USED TO FARRrATO COON PANELS WEER 7161 ROME OF ACdPTANCE. A MAIM OF 2 SPECIMENS 981.1 BE CUT (1011 EACH COIL AM 1EMSLE TESTED ACIOROOO TO ASTN 21-0 BY A DALE CCONO APPRaFD LAS SDEC = MD PAD BY 114E W WFACRIRER. WIRY 3 MONTHS. • TINES A 10.10. 112 11A2122C114ER 51901 MAL 70 CMS 9FRF A COPY OF WE TUT REPO(IS WITH COOWAOOM 7150 THE SPECIMENS 108 SELECTED FROM COOS 00 TIC INNUFALIURER PRODUCTION warms. AND A WARMED 000D5NT PROM 11E AWRIMCILNIIL 1) 4 ONLY COLS TON YWD STREWTH OF 31.000 PA OR TORE WALL BE USED W MACE DOOR PANELS FOR OWE COWRY UNDER THIS NOTCE OF ACCEPTANCE PRODUCTREN4WF trowil9i1M9rISISCBIDIM 221212ECvAr. AuctD172t01.16 / • a • 1/t7f'L. INTERIOR 6 IMPALE MAX 1 2 70' C_ DEMON 10MS® - L SEE NOTES 2 • 3 P091AI Pl✓� 66ATAE P8290E BEY DBMS Cf 2VBMS Mff BT A WOAD IF RIB ATGOBBDS TO SBNCBRE 4/3/07 SKI WWI WOE MINCES 1121/01 MAX SIZE 9' 8' DESIGN LOADS +52.0 PSF -82.0 P5F LARGE MI552E IMPACT RESISTANCE 1/ 163 CAOOASE CCART VNSTWI-(ALD1. ME 07101 VVVA5*40®1 MODEL #2200 -D WeatherGuard Plus w /DuraSafe Short Panel, Long Panel, and Flush Panel 920 B MAW ED DJ ERIE 1/16/01 MKS IS DABS ORM SFC- 590011 MYM EC MSS L SOYE928E PE IG W COOS HET 1 W 1