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WS-15-577Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230435 Permit Number: WS -3-15-577 Scheduled Inspection Date: May 07, 2015 Inspector: Rodriguez, Jorge Owner: RIVAS, JOEL Job Address: 1250 NE 93 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC dunaing uepanment comments REPLACE 1 EXISTING 9X7 GARAGE DOOR Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)759-6417 Parcel Number 1132050270200 INSPECTOR COMMENTS False Phone: (954)942-8550 May 06, 2015 For Inspections please call: (305)762-4949 Page 14 of 42 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 06, 2015 For Inspections please call: (305)762-4949 Page 14 of 42 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 1250 NE 93 Street 1132050270200 JOEL RIVAS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JOEL RIVAS 1250 NE 93 Street (305)759-6417 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ALLIED DOORS SOUTH FLORIDA INC (954)942-8550 ,e of Work: REPLACE 1 EXISTING 9X7 GARAGE DOOR of Openings: 1 litional Info: ssification: Residential inning: 3 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 Valuation: $ 1,067.00 Total Sq Feet: 63 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-15-64816 03/17/2015 Check #: 2947 $ 50.00 $ 76.20 03/25/2015 Check #: 2960 $ 76.20 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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 1 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 �certifyh�fforeation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoninamed contractor to do the work stated. March 25, 2015 Authorze ner Jicant / ntractor / Agent Date Building Department Copy March 25, 2015 1 r�l � 77' 1.3111kW010 Miami Shores Village Building Department 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 Master Permit No. c, Js— (�-_) PERMIT APPLICATION Sub Permit No. ,"'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION E]EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _jo?, Folio/Parcel#: a - 32o s— - 0-�-7 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: _ OWNER: Name (Fee Simple Titlehol Add city: H I A -m / y State: Tenant/Lessee Name: FFE: -?7S--90s— J -3 `-3 Email:�/ (� �-�y CONTRACTOR: Company Name: C�i�� ,�✓ 00 (6 `-hone#: 9s ( F ` � E -SJ v Address: R )/ S foil C-7' City: f�OM r A 0"i Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: r"(- Zip: -3366 & 6�1L.C. % Phone#• SZ` ` &5_5_0 O 3 Certificate of Competency #: Address: /// /� City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: _��r Type of Work: ❑ Addition ❑ Alteration ElNew � Re pa r/Replace El Demolition Description of Work: �L l ( l S77 IQ C_V/4- A 6F -ID60 (--', Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) CCF $_ DBPR $ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ 7� .21n Banding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address W Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturetil Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of k4:1 t & 206- by .,_) 60-, 2-1 VA�S who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this 13 day of AZfr C\--� , 201:1- by D6%VNISli'-�° who is personally known to as me or who has produced identification and who did take an oath. as / � S al: �2 _ NIY G� h411SSI0P1 # FF iU23by EX°IPPS March 16, 2 )18 al: writers M,,,TM _ �.�,,, 'retiY9AM! R>=r' f Be „ircla;� Public Unde MY(-,,-,' 1P I ION # FF i023E9 U7I IRFS. March 16, 2018 Rnrdc:d Thru Ntz.y Public Underwriters >M****N�**�X4Ne&+kW**+k*****+k Nr*rkN***�N�Mr*N�*M*�kikN+*R&*M&+kMi*Mr*w***8>k**>M*+M**�k*ik>X�1tw,�Y.*�kili��ik.+W�:: •4**M+M APPROVED BY t ! Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTP Y LICENSING BOARD. VA 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ROMANELLI, DENNIS M ALLIED DOORS SOUTH FLORIDA,. LLC 151 SW 5TH CT POMPANO BEACH FL 33060 Congratulations! With this license you become one ofthe nearly one million Floridians licensed- by.'the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do: bus , Iness In order to serve you better. For information about our services, please log onto www.myfloridalicense.coni. There you can find more Information about our divisions and the regulations that impact You, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new, license] DETACH HERE RICK SCOTT, GOVERNOR �S7W DEP) PRO C 9003131,37- CERTIFI, -0 OMA 'M 'ALLIED JS'CEjkTffWU U Eigiitigrtdete G (850)487-1395 FLORIDA ENT OF BUSINESS AND U LATI 0 N 11101ili tons of Ch'.4,14. 08 bW N ISSUED: 07M/2014 DISPLAY AS REQUIRED BY LAW SEQ* L1407300001869 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100,, Ft. Lauderdale, FL 33301-1895 — 954-831-4-000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: Rowipt#,180-158861 ALLIED DOORS SOUTH FLORIDA LLC 'GENERAL CONTRACTOR Business Name: Business Type: CONTR) Owner Name: DENNis M ROMANELLI Business Opened: 10 / 0 1 / 19 93 Business Location: 151 SW 5 CT State/Cou ritylCert/Reg: CB C 0 3 3 13 7 POMPANO BEACH Exemption Code: Business Phone; 954-942'-8551 Roorns seats EM010yoft Machines Proibasionals 10 Fbr Vending Business Only Number of Mmhlmm: Vondingg Type: =ax Amount Transfer Fee NSF Fee. Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.0o 0.06 0.00 0.00 2711 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 mustmeet all County and/or Municipality planning WHEN VALIDATED 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. Mailing Address: ALLIED DOORS SOUTH FLORIDA LLC. 151 SW 5 tT POMPANO BEACH, FL 33060 2014 .2015 Rece:Lpt #ICP -13-00012167 Paid 08/14/2014 27.00 ALLIE-2 OP ID: KG '4�o�Row CERTIFICATE OF LIABILITY INSURANCE DA08/261201TE I� 08/25/2014 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 Jag Insurance Group 2161 LeJeune Road, Suite 308 Coral Gables, FL 33134 Douglas Jones CONTACT Douglas Jones PHONE FAX A/c No Ext): A/c No): E-MAIL iones a ADDRESS: DJ @.� 9Ins rou 9 p•com X COMMERCIAL GENERAL LIABILITY INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER A: COLONY INSURANCE CO. INSURED Allied Doors South Florida LLC 151 SW 5th Court INSURER B: Pompano Beach, FL 33060 INSURER C: 103GL0000726-01 INSURER 0: INSURER E: DAMAGE TO RENTEI PREM"Es Ea occurrence $ 100,0014 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 ATTN: BLDG&ZONING DEPT. POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1.000.00 CLAIMS -MADE a OCCUR X 103GL0000726-01 08/30/2014 08/30/2016 DAMAGE TO RENTEI PREM"Es Ea occurrence $ 100,0014 MED EXP (Any one person) $ 5,000 X $2,500 BI PD Ded PERSONAL & ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY ❑ PRO- JECTF7LOC PRODUCTS - COMP/OP AGG $ 2,000,00 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE $ Per accident UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,00 AGGREGATE $ 3,000,00 A X EXCESS LIAR CLAIMS -MADE XS169667 08/30/2014 08/30/2016 DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVEE.L. OFFICER/MEMBER EXCLUDED? " (Mandatory in NH) N / A STATUTE ER EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached K more apace Is required) CERTIFICATE HOLDED IS LISTED AS ADDITIONAL INSURED. State of FL Dept. of Business ContractorfiEms License #CBC033137 Garage Doors and openers installation r,=PTICIr`ATF uni nr-o CANCFI I OTION U 1988-ZU14 AGURU CORPORA I Aum. An ngnts reserveu. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN VILLAGE OF MIAMI SHORES ACCORDANCE WITH THE POLICY PROVISIONS. ATTN: BLDG&ZONING DEPT. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE U 1988-ZU14 AGURU CORPORA I Aum. An ngnts reserveu. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD ACC7R0® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 2/27/2015 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 Risk Management Underwriters, Inc. 1420 Kensington RoadE-MAIL Suite 114 NAME: CT PHONE_ 70 aC No: ADDRESS: INSURERS AFFORDING COVERAGE NAIC a Oak Brook IL 60523 INSURER A.TeChnolOgy Insurance CO 42376 INSURED 1227 INSURER B Wesco Insurance Co 25011 INSURERC: Allied Doors South Florida, LLC INSURERD: 4224 West Henderson Blvd Tampa, FL 33629 INSURER E INSURER F: CAVFRAnFS CERTIFICATE NIIMRFR• Dn,7za7oazo 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 ADDL INSR BR POLICY NUMBER POLICY EFF MMIDD POLICY EXP MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ MERCIAL GENERAL LIABILITY AMAGE ToCOMRE Ea occurrence $ -PREMISES MED EXP (Any one person) $ CLAIMS -MADE FIOCCUR PERSONAL& ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 1 $ $ POLICY PRO LOC AUTOMOBILE LIABILITY Ea accident BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIREDAUTOS AUTOS PROPERTY DAMAGE $ UMBRELLA UAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LU(B DED I I RETENTION $ $ A B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANFICER/ EMBERIETOR EXC NERI ECUTIVE FN ]NIA (Mandatory In NH) N TWC3468W WWC3468545 /1/2015 /1/2015 /1/2016 /1/2018 X WC STATU OTH- E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEd $1,000,000 E.L. DISEASE - POLICY LIMIT 1 $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) Location Coverage Period: 3/1/2015 - 3/1/2016 Coverage is provided for only those employees leased to but not subcontractors of ALLIED DOORS SOUTH FLORIDA, INC 151 SW 5TH COURT,POMPANO BEACH,FL,33060 -Client #63594 GEK I RIGA I C NULUtK ti14lYliCLL14 I lvn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE (cJ IVUU-LUTU AGUKU GUKrUK14 I IUN- 1411nynw Ieranl Vou ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 11 .. ... . . .. ...... Q -S7) I`I 3 57j-AQarr. NIA -Hi S GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7-10, Chapter 30, Part 1, for Low -Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. 3) Pressures have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application. 4) The design pressures assume *9 erttImbdoar's Mdt6 is it sth%endggne (zone 5) of the building. c 5) Most garage door openings 1not belgcaN:o1pl$teltintorfe5. Therefore individual ^� +,•••``"`•iw,• cn calculations will result in lower pressum. • • • • • • • • '^ ®•' •. "' 6) For mean roof heights less thar6?5',4j41evJss8r#S • • • N ,`` •i +' SU 7) This Table is only to be used in conjunction with Amarr Garage Doors. i +s•'• '�. r "� w E • • r o • ••• • ••• • • 000 •165 4?Haget ours. WiI;stonJ6a *m, North Carolina 27105 • • • • hone (636) 749-5104 Fl. (336) 744-5815 u0'vJ4�.amal4.com ••• • • • • ••• • • • • • • • • • • . ••• . . ..... . ... • •• •• • • • •• •• ••• • • • ••• • • J IL _ •• �..� 2 ��L 444 Cy 4 "LL i d'� • O � aQ • �O. � ` • a� 0:IT a0 TE OF _> m + •` 2 3 t •Ysi i.i P• N a Ln I V A -S wen lel E_ q-3 S-` MIAMI0 E HIIAM, 5#1e es MIAA'II-DADE COUNTY i PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA} www.miamidade.aov/economv Amarr Garage Doors 125 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 and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur -the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 950 Iiihg��IR ritpit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide (DP +51.1, -60.3 P APPROVAL DOCUMENT: Dray -9509-180-21, titl "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Lo it Panels", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: Tlie 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 inspectibnodt ItreVot site Pt fre7eimst of the Building Official. This NOA revises and Penews t49%; #:l 0:ZJ 2•and consists of this page I and evidence page E-1, as well as approval document monlianci ft&e'.' :: ... The submitted documentation was reviewed by Carlos M. Utrera, P.E. . ... . •.• • . • • • • / . ... 017 y� •.• ..•.. . . . . . . . . . . . ...... • •..• •.. . . . ... . . OA No 13-0503.06 ExpirationMite: e Approval Date: August 8, 2013 Page 1 I Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01-13R, dated 04/02/2013, signed and sealed by David W. Johnson, P.E. 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 08-0718.01" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "Subrnimed under NOA # 08-0718.01" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code confoCcff/2013, BC an o financial interest issued by Structurailgolu�i A,10A•, datened a sealed byTom L. Shelmerdine, P.E. .. ... .. . .... Carlos M. btrera, P.E. ° • • ° Product Control Examiner ° 00 NOA No 13-0503.06 ° ° ° ° °' ; ° ° ° ; ; Expiration Date: September 4, 2018 *so • ° • • • 000 • Approval Date: August 8, 2013 E-1 ... . . . . ••• . . . . . . . . . . . . . °• •• . ° . •° •• ... . . . ... . . ADJUSTAffit ROLLER SER SWIiNUTPERERACKET CHED V/ C2) V4' x VY 14OA DIFASAFE CENTER HUM ATTACHED V/ C4) 1/Yx 3/4HEX HEAD SCREWS3 D/B' D2" R -TRUSS ATTACHED 12 GA GALV. COK ERCN.V/ e) I/4' x 3/4' Tap ATTACEO V CKRACKETSU CENfp1 STILEHEK HEAD SCREWS T 24 M RIIi EXIEiOE 3/V IED HEAD SCAM 10 BALL SIEEL�AKED �PER BRACET9• NIDI SIEH ROLLER TYPICAL TMP FIXTURES • • i •L 0000•• •i•• •• ••• • • • • 0.00.0 • •• •• •0• • 0000• • •00= • • =• 0 • STILE LW:ATION—` • 060190 adlo* AD.WSTADUEPSLIDE BRALwEI ATTACHED VIM v411120 , 6/B' TRACK DOLTS AND NUTS 14 6A DURASATE AAISTABLE 3 (TABLE 1) ON PAGE 3 STRUT SPACING AGA, DUNASAFE VENTS EQUALS 59 KILLER CARRIERS ATTACHED M END STILE V/ CO VY x 3/4' wt RM SCREWS PER CARRIER - TO SALI. STEEL M I= Sm ROLLER SLIDE LOCK BEAMS INTO VERTICAL MUM ON DOTH SIDES s/8' HIN ERGAGEHENT (SNAP LATCH. Mt LOCK DAR OPTIONAL) ATTACK V/OD 1,14• x 3/4' HEX HEAD SCREWS LAD 3SID [—I(4' MENW PMll C3) 80 S/B'H X E2 GA T (3 D/G' R-TRU= RKtivHDRYI A COWL MERDCJ TRACK MOUNTING DETAIL (NQ, 2 HOLES FUR STRUT ATTACHMENT (IF STRUT TS REEIRMED) SECTION A—A (SIDE MEMO N.T.S. LARGE MISSLE IMPACT RESISTANT ftaft code XDTTGN BRACKET 13 DA ATTACKED WAM V4• X 3/4' TTY HEX HEAD SCREWS TYPICAL BOTTOM BRACKET -"\A N.T.S. TO x� -5)w R 1 Gam IV) DO 01/R/II OBC 9A 1 440A DESIGN LOAD +81.1 PS 0 VQ`��G�Iila�iF'F.�Q`m —O0.3 PSF ij eZ`J •.f�: +� 1f.4 004 STATE OFLARGE WSSLE IUV=VT po'o�e%S�CiIVA1 �?,.1 o' FL noalln � 2ksor US CARIUAGE MINT VIRST@t_SALEN, NL ... MODEL GBD MOMM GE (84 CIA) 1000. 2000 MODEL 008 OAK WU NT (24 GA) 1000, 2000 WERT. TANG. FLUSH. AND OAK SUMEM PANELS Sal WAiBBY Hd FDAH Of/11f01 imm80m B I am By AAE I BAff OSA4/6 IRC -M-180-21 9MfT I W 3 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR, 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OR +230.0 LBS/FT Jt -271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 CAL (.0218) MIN. EXTERN SKIN ROLLED FORMED. W/ BAKED ON POLYESTER FINISH & DOORS UPM 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. —1.1 —e.e .. ..., •.........,. SECi1DN REFER TO TABLES 1 AND 2 LEMENTS SHALL BE DESIGNED L ENGINEER FOR WIND LOADS M ADDITION TO OTHER LOADINGS. THE MANUFACTURER TO DO TESTING OF ALL )R PANELS UNDER THIS NOTICE OF ACCEPTANCE. ;HALL BE CUT FROM EACH COIL AND TENSILE :-8 BY A DADE COUNTY APPROVED LAB ANUFACTURER. EVERY 3 MONTHS, 4 TWO A ILL MAIL TO THIS OFFICE A COPY OF THE TEST THAT THE SPECIMENS WERE SELECTED FROM PRODUCTION FACILITIES. AND A NOTARIZED CLURER THAT ONLY COILS WITH YIELD STRENGTH 1 BE USED TO MAKE DOOR PANELS FOR DADE F ACCEPTANCE. INTERIOR OF GARAGE --4 MAX. WIDTH 8'0' DESIGNLOADS111 1111 111 1] ADS +230.0 LBS/FT SEE NOTE 2 -271.4 LBS/FT WOOD JAMB ATTACHMENT TO STRUCTURE 5/16' S(ICEVS STARTING 6' FROM ENDS THEN 2V O.C. a 1/2' END ACHMENT TCI.2.000 PST GETE KWICM(It K BMT 3/8' X 4' STARTIND 6' FROM ENDS THEN 24' LLC. (2 V2' E)IDEDMENT) TI SLEEVE At030)R 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 18' O.C. O V4' EMBEDMENT) TV/RAM�T REDHEAD CTRII-1111-T) 3/8' X 4' STARTWG 6' FROM ENDS MEN 24' OL. (2 1/2' ERM 2 X 6 VERTICAL * ATTACHMENT TO HOLLOW C -2I HLOCK SIMPSON 1/4' X 3' T1TEN SCREWS STARTING 6' FROM ENDS, USE PAW OF FASTENERS (3' APART) AT B' 11.6 O 1/2' EM M4ENfl II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 0' AP , a % 6 VERTIC4L Se NH ATTACHMENT TO GROUTED C-90 BLOCK (2000 PST GRMM HILTI SLEEVE ANCHEDI are' X 2-3/4' STARTING 6' FRaH ENDS THEN 22' ELC. a 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW - DLOCIO -LAGS AND BOLTS CAN BE MINT TO PROVID FLUSH MOUNTING SURFACE. PREPARATION DF WOOD JAMEIS ERS S7ttUCTU STRUCTURE BLOCK STRUCTURE Lle KN a -3f4* HIM i- MIN F-- a- -f JAMB P1tODU(.Ti'SVTSOq at<m�iewiCA0eP410s w • �a3•i8 IyaAM 0:01*0 :29` • - 6 :0000: TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP ve mu Am 'm I T T 5112" 16" 37" I w 761!2" Y Q H I I J K I L M 6 5 112' 16" W' 52" 70' 881/2-1 71 =77 . . . . . . . . . . . 9 51/2" 13- 31- 49'. 67- 85" 100112" 761 10'• 7Rw 151!2" I&, er_ "1176" W 1121/2" I W -104 52, 79- 88- 10T 1241/2" Olm -7 I. -I r 1z 100" 119' /z, 16" 3,� 58.. M7 1361/2" A i6 2kaff 76" 94" 11Z' 139' 1481/2" ,A, 14! 0 12' 181 39%1098" 79"1100"J121"I 142" 11601/2" • * TABLE I • DOUR HEIQJ� 00!000 E TABLE 2 TABLE 4 DOOR SECTION HEIGHTS section (IV HEIGHT I Btm #2 #6 1 #7 1 #8 Panel Type N Width 1st (ft) Fos.) ALL TRACK ATTACHMENT SPACING +/— 2- ALLOWED VM SYP OR SPF NO. 2 OR BETTER ONLY from Left Edge) 2st 3rd on) I (in) 0 TRACK ATTACHMENT ISPLICE DESIGN LO= +51.1 PSF A BPJOC�j D E -60.3 PSF Q H I I J K I L M N I S. leg 71 Y 14P 2r' 39' 4V' 5U' 68' 761 R%,Q ..... ;Ocb. F PRODUCTsuvow sq4mv1yft%vfte& A*0q"pwm9--92)u6 2kaff 81 3" 14' 27' 38" 49'. 56" 68" 7811 8811 101M. LONG. FLUSH. AND OAK SUMMU PAW SRI wmer ml wa olive I omm mm . . . . . . . . ..... .... RC -M-)8( Omv or mzj 9 3" W 2r' 3811 46" 59' 68" 78" 88" 1001, 10' 13" 14" 27" 3811 49; 594 691 7811 881 10011 112" Aff 11' 3" 14!' 2r' 38'1 46-1 56' 68" 78" 88" 100" 110" 1 124!' 77W 7T m 4t. m At �w w w Mw �ot Mw 17 3" 14!' 27" 38" 46" 56" 68!' 78!' 88" 100" 110" 122" 1369 T 14!' 27' 38" 49' 56" 69' 78" 88" 100" 114" 122" 134" 149' F 14! 3" 114!1 1271-138111491 56". 68" 78!1 8811 10 114' 199"113411 ALL TRACK ATTACHMENT SPACING +/— 2- ALLOWED VM SYP OR SPF NO. 2 OR BETTER ONLY from Left Edge) 2st 3rd on) I (in) MO SIZE DESIGN LO= +51.1 PSF N -60.3 PSF q 9 leg cc LAIM STATi_ OF :,'a. 3WACT REMSTANCE R%,Q ..... ;Ocb. F PRODUCTsuvow sq4mv1yft%vfte& A*0q"pwm9--92)u6 2kaff 1W 00VAM CMW V=TW-&VML we e7n5 VWV"2W By MODEL 950 WORIMOR (24 CA) 1000. 2000 ptaftd bNd MODEL OW OAK SUMMM (24 GA) 1000. =00 101M. LONG. FLUSH. AND OAK SUMMU PAW SRI wmer ml wa olive I omm mm RC -M-)8( Omv or mzj m wfiqm WE 3 OF 3