The URL can be used to link to this page

WS-10-20-2369Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: Approved Issue Date:10/26/2020 Expiration:04/26/2021 Location Address Parcel Number )15 NE 96TH ST, Miami Shores, FL 33138 1132060143180 ;ontacts Jesse Stewart Owner HURRICANE GARAGE DOORS Contractor I 91596 JENNIFER ZULUAGA 2800 SOMERSET DR STE APT 114 J, FT LAUDERDALE , FL 33311 z Business: 3057777892 s ..-...._ _ _.,._......-.-...�.....n...... � ........._.._......... Description. REPLACEMENT OF ONE IMPACT GARAGE DOOR Valuation: $ 1,800.00 Inspection Requests: ! � : 3 5w7tr' 4�9 Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $127.35 Applicant Copy Payments Date Paid Amt Paid Total Fees $127.35 Credit Card 10/26/2020 $77.35 Credit Card 10/19/2020 $50.00 Amount Due: $0.00 For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. October 26, 2020 Page 1 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 915 NE 96TH ST, Miami Shores, FL 33138 1132060143180 Contacts Jesse Stewart Owner HURRICANE GARAGE DOORS Contractor 91596 JENNIFER ZULUAGA' 2800 SOMERSET DR STE APT 114 J, FT LAUDERDALE , FL 33311 Business: 3057777892 q>\� Inspection Requests: Description: REPLACEMENT OF ONE IMPACT GARAGE DOOR Valuation: $ 1,800.00 305 76,2.4949 TotalSq Feet: 0.00 ,..' Fees Amount Application Fee - Other $50.00 CC F $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $127.35 Payments Date Paid Amt Paid Total Fees $127.35 Credit Card 10/26/2020 $77.35 Credit Card 10/19/2020 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh rr ore, I buthorize the above named contractor to do the work stated. Authorized Signature: Owner / -JApplicant / Contractor / Agent Date October 26, 2020 Page 2 of 2 p, C—EJVF�D Mmm Building Dart n 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-494 Master Permit No. i1JS i0, -2-0- 23(vc? ■ " '' ■ ' ■ ' [PLUMBING F-] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 915 NE 96 ST City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#° 11-3206-014-3180 Is the Building Historically Designated: Yes NO X Occupancy Type: DWELLING Load: Construction Type: DWELLING Flood Zone: BFE; FFE: OWNER: Name (Fee Simple Titleholder): JESSE STEWART JR & W DONNA Phone#: 305-788-4257 Address: 915 NE 96 ST City: MIAMI SHORES State: FLORIDA Zip; 33138 Tenant/Lessee Name: N/A Phone#: NIA Email: jstewartl027@gmail.com CONTRACTOR: Company Name: HURRICANE GARAGE DOORS INC phone#: 954-603-4916 Address: 2800 SOMERSET DR STE APT 114J City: FORT LAUDERDALE State: FL Zip: 33311 Qualifier Name: JENNIFER ZULUAGA phone#: 954-603-4916 State Certification or Registration #: Certificate of Competency #: 18BS00690 DESIGNER: Architect/Engineer: N/A Address: N/A Phone#: N/A City: State: Zip: Value of Work for this Permit: $ 1800.00 Square/Linear Footage of Work: 112 / 16' x 7' Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace Description of Work. REPLACEMENT OF ONE IMPACT GARAGE DOOR Specify color of color thru tile: Submittal Fee $ 60 Permit Fee $ Technology Fee $ Structural Reviews $ ❑ Demolition CCF $ CO/CC $ _ DBPR $ Notary $, Double Fee $ (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Zip N/A 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. Signature j_ .0 OWNER or AGEN The foregoing instrument was acknowledged before me this 0�5 day of September 20 20 by who is personally known to/ me or who has produced DL# 530.�v-�i� 3d l as`% Signature JM11r6a CONTRACTOR The foregoing instrument was acknowledged before me this 05 day of September 20 20 by JENNIFER ZULUAGA who is personally known to me or who has produced DL# Z420-420-88-808-0 as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: 1111111111/ CAj NOTARY PUBLIC: 1111I0////IS \ F i ssolv�:�T7��% •G�S�y>> 6-01 ��\��SeMtON f� /q�.•.• Sign: W� �• i Sign: God JtRY ? Print: •.• = Print: ELISBET SCA ERTA ' i * : ••4903155 Seal: OGG 053155 ? �• v Bob io`;� �p�` Sea(: �b �y�> �d�y�and�d��0c��•p�•; ° �� 9pyA. •?.p�bldc Undo• Off\; Vz�//Ael/ .....Viit, ; �blic Undo • k��. \�� Est IC,•St APPROVED BY _ Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk ��Constion TrMESS CERTIFOMPETENCY HURRICANE GARAGE DOORS INC or QUALIFYING TRADE(S) 022 GARAGE AND INDUSTRIAL DOOR Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL -DO NOT PAY 7274357 RECEIPT NO. RENEWAL BUSINESS NAME/LOCATION 7562355 HURRICANE GARAGE DOORS DOING BUSINESS IN MIAMI DADE COUNTY _._..,._ EXPIRES SEPTEMBER 30, 2021 Must be displayed at place of business Pursuant to County Code Chapter BA — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS HURRICANE GARAGE DOORS INC PAYMENT RECEIVED 196 SPECIALTY BUILDING BY TAX COLLECTOR C/O JENNIFER ZULUAGA CONTRACTOR 75.00 07/20/2020 Worker(s) 2 18BS00690 CREDITCARD-20-057048 This Local Business Tax Receipt only confirms payment of the Local Business Tax, The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec 8a-276. MIMIAM For more information, visit www.miamidade govhaxcoRector Municipal Contractor's Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY CC NO: 18BS00690 MC BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES HURRICANE GARAGE DOORS SEPTEMBER 30 2021 DOING BUSINESS IN MIAMI DADE 7596698 COUNTY Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS PAYMENT RECEIVED HURRICANE GARAGE DOORS INC SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR C/O JENNIFER ZULUAGA 175.00 10/20/2020 0224-21-000161 This receipt is not valid in the following Municipalities: Aventura, Doral, Hialeah, Key Biscayne, Miami Gardens, Miami Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Town of Cutler Bay. MIM'®� For more information, visit www.miamidade.govAexcollector ACC)RD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDJYYYY) T— `,.../, 09/29/20 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 have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCER CONTACT NAME: Pettineo Insurance Agency, Inc. FAX PHONE . a 954-493-942. 4 _ ._____ L Now_ 954-493-89.68_ _ 2430 E Commercial Boulevard -ADDRESS : Fort Lauderdale, FL 33308 INSURERII AFFORDING COVERAGE NAIC # IN-SURERA: Heritage Insurance _ 1_44.07_ INSURED-- -. - - - - - - - _- � Hurricane Garage Doors, Inc. INSURERB: -- -- -- --- --- _ ___ INSURER C : 2800 Somerset Drive #114J INSURER E : _{ Cl 9794 4 COVFRAGFS 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 TYPE OF INSUR�A/NCE ;,ADDLISUBR POLICY NUMBER -- — .— — -- POLIC MM/DD EFF MMIDDNY P LIMITS -- ---- COMMERCIAL GENE _ 4 - RAL LIABILITY X AL EACH OCCURRENCE, _ $ _ I ff 1.000 po ., _ CLAIMS -MADE , OCCUR :DAMAGE TO RENTED PREMISE�a occurrence] MED EX P (Any one parson) $ 5,000 A _ _ _ Y HCR006864 11/08/19 11/08/20 PERSONAL & ADV INJURY $ 1_,000&00 GE_N'L AGGREGATE S PER: GENERAL AGGREGATE 1 $ 2�000.000_ _ PRO - X POLICY - _. -� JE LOC - -- PRODUCTS - COMP/OP AGG $ _2,000.000 OTHER: $ 0 AUTOMOBILE LIABILITY - -. COMBINED S OBINEDS INGLE LIMIT 1 $ 0 ANY AUTO - BODILY INJURY (Per person) __._. _ ..__ $ I -.._ 0 . __. OWNED SCHEDULED r AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ _ HIRED ~ NON -OWNED PROPERTY DAMAGE 0_ AUTOS ONLY AUTOS ONLY (Per accident) _ $ 0 UMBRELLA LIAR -. OCCUR - EACH OCCURRENCE $ 0 LIAR _ - AGGREGATE $ O .EXCESS _,_CLAIMS-CLAIMS-MAD�I I DED RETENTION$ 0 - - —� $ - 0 WORKERS COMPENSATION OTH- ER AND EMPLOYERS' LIABILITY YIN I _ ANY PROPRIETOR/PARTNER/EXECUTIVE N IA E.L. EACH ACCIDENT $ 0 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 0 If es, describe under -_. - r — DESCRIPTION OF OPERATIONS below D E.L. DISEISEASE -POLICY LIMIT $ 0 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space Is required) Lic# 18-BS00690 11,1=11llrit.Alt MVLUrK I.AnLCLLAIIVn MIAMI SHORES VILLAGE BLDG DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2ND AVE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESE ATIVE''!!�J/�p� 198 -2015 ACORD CORPORATION_ All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD we JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1215/2018 PERSON: JENNIFER ZULUAGA FEIN: 272955689 BUSINESS NAME AND ADDRESS: HURRICANE GARAGE DOORS INC 2800 SOMERSET DR SUITE 114 J FORT LAUDERDALE, FL 33311 Machinery or Equipment Erection or Repair NOC & Drivers EXPIRATION DATE: 12/4/2020 EMAIL: HGARAGEDOORS@YAHOO.COM IMPORTANT: Pursuant to Chapter 440,05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 HURRICANE GARAGE DOORS 2800 SOMERSET DR STE 114J FT LAUDERDALE, FL 33311 Date: 10/19/2020 State of FLORIDA County of MIAMI DADA Before me this day personally appeared ALEX TORRES who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 915NE96ST �l 19L G. Contract r Signature Sworn to (or affirmed) and subscribed before me this 19 day of OCTOBER 20 20, by JENNIFER ZULUAGA Personally know OR Produced Identification Z420-420-88-808-0 Type of Identification Produced DRIVE LICENSE ��tNllllllll/1�� zx/ �_z a y #GG 953155 S ee�•� �� Print, Type or Stamp Name of Notary 9�b ?.AO'70 kiln , a ;�•'•p�� STKtE Nonce to Owner — Workers' Corn Miami V shores Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.0.5 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (L.LC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership, 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations, and 3. The corporation is registered and listed as active with the Florida Department of State; Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: • Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 19 day of OCTOBER 20 20 l3v who is personally known to me or has produced _ 5, 3�—�✓�� as identification. / \\\11111111N1/J�� Notarv: /1 SC�(Gt ET SC,q4F /y� SEAL: .:g•��PJMJZY �N�N; ' s #GG WiSS �0� STATEtF *% OFFICE Of THE PROPERTY APPRAISER V Property Information Folio: 11-3206-014-3180 Property Address: 915 NE 96 ST Miami Shores, FL 33138-2523 Owner JESSE STEWART JR &W DONNA Mailing Address 915 NE 96 ST MIAMI, FL 33138-2523 PA Primary Zone 1100 SGL FAMILY- 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area . • • • 3,684 Sq.Ft Lirea • • • • • • . ______d_._..__..__-_..-.._ 2,707 Sq.Ft "Asied Area • : ' 3,110 Sq.Ft Lot Size • • 17,424 Sq.Ft •faullt •••• •• •• 1972 AssessrnerV Jr2fp=rjtation • • .. • 1lear; 2020 2019 2018 E&"Value •.•. •y"70,448 $470,448 $470,448 Building Valug' • • • • $277,334 $279,589 $281,844 XF Value • • • • • • 0$3,168 $3,226 $3,283 Market Value �u750,950 $753,263 $755,575 Assessed Value $569,385 $556,584 $546,207 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Cap Assessment Reduction $181,565 $196,679 $209,368 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 8 & 9 & PT LOT 7 DESC - BEG 18.89FTSWLY OF NWLY COR CONT SWLY31.11FT SELY130FT NELY26.17FT NWLY129.91 FT TO POB BLK 77 Generated On : 9/22/2020 Taxable Value information 2020 2019 2018 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $519,385 $506,584 $496,207 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $544.385 $531,584 $521,207 city Exemption Value $50,000 $50,000 $50,000 Taxable Value $519,385 $506,584 $496,207 Regional Exemption Value $SQ,QQO $50,000 $50,000 Taxable Value 1 $519,385 $506M41 $496,207 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/01/2001 $379,900 19474-4154 Sales which are qualified 12/01/1996 $181,000 17462-0596 Sales which are qualified 07/01/1986 $150,000 13037-3385 Sales which are qualified 04/01/1982 1 $240,000 11411-0787 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version. t� MIAIVII-DADE COUNTY PRODUCT CONTROL SECTION 11805 S';v 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.gov/economv Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 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 (AIIJ). 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 .M-Dade County Product Control Section that this product or material fails to meet the requirements of the :....: aTTtieable building code. • •?12i product is'approved as described herein, and has been. designed to comply with the Florida Building Code, iftlut9tig the High uelocity Hurricane Zone. .;, MSCRIPTrON: 2" Steel Pan W6 DP38 Sectional Garage Door up to 16'-2" Wide w/ Optional • • • • • 'I ct R t % t Lites �AVrft iVA1ADOCUMENT: Drawing No. 104753, titled "2" Steel Pan Doors", sheets I through 3 of 3, • • • •: dated• 11/20/10f2.with revision 02 dated 7/2017, prepared by Clopay Building Products Company, signed • and sealed 81 Mbtt Hamilton, P.E., bearing the Miami -Dade County Product Control revision stamp with the • 0?, of Accet nce number and expiration date by the Miami -Dade County Product Control Section. •' • • • • IVIISSILE%WACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, 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: 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 revises and renews NOA # 15-0225.09 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. rt14zAtr�t,��,�o NOA No 17-1016.13 • Expiration Date: February 14, 2023 Approval Date: December 14, 2017 Pagel z� Clopay Building Products Commy NOTICE OF ACCEPTANCE.- EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 1-5-0225.09 " 1. Drawing No. 1047-53, titled "T'Steel Pan Doors", sheets I through' ) of 3, dated 11/2012012, with revision 01 dated 2/2015, prepared by Clopay Building Products Company-,. signed and scaled by Scott Hamilton, P.E. B. TESTS "SubmWed under NO-4 # 1-2-1204. 11 , 1. Test repo—rts on 1) Unifiorm. Static Akir Pressizue1lVst, Loading per FBC TAS 2702-1,141 2) Large Missile impact Test per FBC, TAS 20 1 -94 3) Cyclic Wind Pressure Loading per F13C, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marred -up drawings and -installation diagram of I 8'7",x 8', 2 7p .6seel garage door Model 4300W8 with windows, prepared by Arnefigan'Yest Labe tic. 'I"el*-9964 I : Report No. AnNC 1015'.01-12,..dated 11/13/2012. signed and sealed by ppeiziew. Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvejuz�d coate( .4.1aanels.. by Stork Materials Technology, Test Report No. 3014OZ4"3364, cited prepared 01/26/22005, signed by John D. Lee, P.E. •:0*00: C. CALCULATION'S "Submitted under JN10A # 12-1204. 1.1 see* 1. Jamb anchor calculations prepared by Clopay Building Prodr—u-ts.Corlpany, &tea 0 : ee I I /19/20 12, signed and sealed by Scott Hamilton, P.E. D. QUALIFY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERL4L CERTIFICATIONS 1. Notice of Acceptance No. L3-0717.01 issued to SABIC innovative Plastics for their Lexan Polycarbonate Sheet Products, approved on 11/28,12013, expiring on 07/1, 7/2018. F. STATEMENTS "Submitted under A # 15-02275.09" 1. Statement letter of code confbi=ice-Mth the -2010 and the, 51' edition (2014),FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. tartos NL. Utrera, P.E. Product Control Examiner NOA No 17-101633 Expiration Date. February 14, 2023 ApprovTl Date: December 14,2017 E-1 Clopay Building :Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUE) 2. Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 12-1204.11 " 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104753, titled "2" Steel Pan Doors", sheets 1 through. 3 of 3, dated 11/20/2012. with revision 02 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B''".TESTS • • .... .. .I. : dose. ...... . .. . . C. • CAI;CMATIONS ...... . ... . .1. • • brie. ..... .. . ...... D; • • • QUA�.,.i�l�Y ASSURANCE ..... • 1. ... • lj�iam.i-Dade Department of Regulatory and Economic Resources (RER) ...... .... • . ..... . E:'..' MAnFJ,&L CERTIFICATIONS • • • • • •: 1. ' Nc tice of Acceptance No. 15-0915.08 issued to SABIC .Innovative Plastics, US LLC • for their Lexan Polyearbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of code conformance to 6th Edition (2017) FBC, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-1016.13 Expiration Date: February 14, 2023 Approval hate: December 14, 2017 E-2 7' AN n 4 MODELS 24 GA SHORT 24 CA FLUSH CLOPAY 64A, 94 98 HOLMES 48; 486 IDEAL 4RST 4F 3 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOC-L-LOC (TOP & BTM) AND URETHANE ADHESIVE (ALONG CENTER). 2 SHEETI L REVISIONS I - 1 Or 3 !REV. NO.I ZONE: I DATE: I ECN N0. APPVD: DESCRIPTION 02 - 7/2017 I - SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6'H EDITION FBC. IMPACT —RESISTANT CONS RUCTION: SOLID DOORS (NO GLAZING) OR D,00RS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE r OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. IMPACT -RESISTANT OPTIONAL INJEPON-MOLDED POLYCARBONATE FRONT FRAME AND ( MAX. GLAZING SIZE IS '8�-1/2" x 11'. GLAZING IS GE LEXAN SLX2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH GLAZING IS INJECTION MOLDED GE LEXAN EC/FBC 2606. SLX2432T, AN APPROVED CC2 PLASTIC IN ^HE ENTIRE DOOR ASSEMBLY INS, D IN COMPLIANCE WITH THIS SECTION MEETS THE ACCORDANCE WITH IBC/FBC 2606- WIND LOAD REQUIREMENTS OF TH FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING SEE SECTION B-B FOR ASSEMBLY DETAILS. CODE AND IS LARGE- AND SMALL; -MISSILE IMPACT RESISTANT. (GLAZING SHOWN IN INTERMEDIATE SECTION.) GLAZING SHOWN IN TOP SECTION. I� �-i -) '�I I� �i• �� n�wi -.c.�—.�'.�►�..ri�m:.i��r a .�..+...�..... _ e �� .��11�t�t�it� ��t7f � Y�1r ��r�r� �r�yu�� i��f�1� I� M 1M I� IM � r Vill •' • • • POSITION MAX. D•••WIDTH - DOOR HEIGHT k OF SECTIONS_ UP TO 7'0' 4 779' To- B'9' 5 9'0' TO IC'6' 1 6 30'9' TO 12'3' 7 12'6' TD 14'0' B 14'3' TQ 15'9` 9 MAX SECTION HEIGHTS 27' ENGINEER, ILION. P VIEW 'B" (SEE SHEET TWO). VIEW 'C- (SEE SHEET TWO). 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-L.00 SYSTEM (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING INTO TRACK. (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. INSIDE ELEVATIONS (01203941) ROLLER CARRIER TRACK. 94) USED WITH 3` TRACK. L-LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. SECTION B—B !IMPACT —RESISTANT GLAZING OPTIOM f DETAIL 'O' ` I OPTIONAL. DECORATIVE MULTIPURPOSE HIGH. BOND TAPE j SNAP -IN INSERT. (BETWEE N FRAME AND FACADE). L.._._. ._,.DECORATIVE FRONT FACADE. i else _ UCTURAL S!i.JVQ�E S • (BETWEEN ST�L SICI� AFF�MEL i IMPACT RESISTANT �� • • • • • ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO AAMF. W4 • • • • MOLDED GE LEXAN SLX2432T FRONT (10) #8 x 3/4• PAN HEAD MACHINE SCREVF�. FRAME & GLAZING. 1l 111�1�1•�I--3•N••I�N_�t� 1� MI�It_�€Il�i tug..--i M{��t�l�■ SLIDE BOLT LOCK END ENGAGES INTO STILE VERTICAL TRACK. ONE LOCK ON OOR. EACH SIDE OF OUTSIDE KEYED HANDLE. INS SIDE LIDE 90SLI4S Imo' @4LI LOCK .OPTION. OLT SNAP LATCH EN GES ONTO VERTICAL RACK. END ONE SNAP LATCH ON STILE. EACH SIDE OF i000R. OUTSIDE +.I B HANDLE LOCK BAR END I ENGAGES IN ..STILE TRACK ON EACH SIDE INS[ E HANDLE OF DOOR. OUTSIDE KEYED LOCK WITH I ATnu I Welt no nN LOCK BAR LOCKING. THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 FBC, THE FIFTH EDITION FBC, AND THE : : : • • • • SIXTH EDITION FBC. • PRObU t REYIsED at co%p �g it Plorlda DESIGN LOADS: +38.0 P.S.F. & -41.0 P.S.F.--- Un1•r• stotee Oth•i 7 /� 8585 Duke Bo e6➢Ming E� �P• TOLERANCES aR �7'�pay 7e172- 513-777 NOA-No. 17-1016.13 .0 3.031 P' 0"" FAA No. 513-17 Expiration 02114/2023 .00 x.015 DESCRIPTION:: 2" STEEL PAN DC 8} • • .000 s =.005 .0000 - t.001 Degrees - +1/Z DRAWN BY: $H DATE: 1 - • - • —0 - CHECKED 9Y: SH DATE. 1 • Miam d P uct of 1 i UrL— • • • • � Staled Oth-1. �• • • DIMENSIONS ARE IN MC HM DWG, NO.: 104753 4 3 •• • (PART NO.: N/A A I VL'JDLOAD RATING WC DP33 (SEE TABLE FOR MODELS) /1 SCALE: NTS. . /1 SHEET 1 OF 3 ISIZE 1J VER. MD I' C i n MODELS 24 GA SHORT 24 GA FLUSH CLOPAY 84A, 94 98 HOLMES 48, 48B -- IDEAL 4RST 4F • • ••• • • • •i• 3 2 .. . • SH - ! • • • • • a s • • 2• `�F •3 0. N0. i0N1E: • D, • • • i 02 • HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE A;TACHMENS • • • • • • • (NO LOAD FROM DOOR) • • • • • • NOTES!.ALL • • • • • • �4 fA. (0.022` MIN. THICK, • • i. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO . • • A.4 KSI MIN. YIELD) DDS THE 2.6 VERTICAL SYP (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS STEEL EXTERIOR SKIN WITH TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. G-40 GALVANIZING, BAKED -ON 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 L8 & -336 LB. PER LINEAR PRIMER AND A BAKED -ON FOOT DF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A POLYESTER PAINTED TOP COAT FASTENER FLUSH MOUNTING SURFACE APPLIED TO BOTH SIDES OF TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS = USED IN THE CALCULATION OF ALLOWABLE STEEL SKIN. LOADS FOR ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY. 1 WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING %%ALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE MAX. O.C. TREATED SYP (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS (MADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 8'0" HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRADE 42 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN SHIP 1200 PSI NOMINAL EXTREME F18ER STRESS IN BENDING (Fb) FOR DOORS UP TO 16'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. 2x6 vERTTcrJ. JaMs BLACK WALL OR CONCRETE 2x6 SYP GRADE 2 OR B WOOD JAMB SHALL BE ANCHORED TO GROUP REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. L 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D� (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE). 4 TALL TAPER STRUT. MAXI 0.057" MIN. GALV. STEE ON -CENTER 50 KSI. MIN. BUILDING TYPE FASTENER TYPE DISTANCE ASTENF �" STEEL REQUIWASHRE -i M 7- 1 0 . 3000 P I M COMM-4 x -i 1 O.D. a 8 X 1-3 4 MIN. EMBED WEJ-IT ANKR TITS SLEEVE ANCHOR ""3- 16-1INCLUDED 4000 PSI MIN. CONC(8'IE EMBED- WOOD FRAME (SYP 0 55 S 1 t2' 3' LAG SCREW fASTM A307. GRADE A) 1-5/B- EMBED INTO MUC1jRE 17-zle 1 1 REVISIONS ' ): I DESCRIPTION I SEE REVISION HISTORY ON SHEET 1. ?) 12 GA, GALV. STEEL TOP ROLLER RACKETS (2-1/2" x 5-3/8"). EACH RACKET ATTACHED W/(4) #14x5/8" SHEET ETAL SCREWS. ADJUSTABLE SLIDE ATTACHED D TOP BRACKET WITH (2) 1/4"xi/2" BOLTS NO NUTS PER BRACKET. 14 GA. MIN. CALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW "B'. iE 4" T-STRUT PER SECTION. (SEE VIEW ") EACH T-STRUT ATTACHED AT EACH VGE LOCATION WITH (2) 1/4"x3/4" SELF PPING SCREWS. FIRST (BOTTOM) ANCHOR STARTING AT NO MORE MAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR ?1STALEO AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2'*. EXCLUDING STUCCO THICKNESS. A v STAT €� c f 'O� OR1ID A lEtstA DESIGN ENGINEER, SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 M (ATACHED WITH (2) #14x5/8 SHEET METAL PRODUCT REVISED REWS. as eompIng with the Florida ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. 14x5/B" SHEET METAL SCREWS Building ado % No"*. 17-1016.13 SECTrION A -A ISIDC V'EW)_ C Expiration 02JI412023 ' V .,1- Mismi-Datle Product Control i G 0 1/4"x3/4" SELF C rX TAPPING SCREWS. DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. FART NO.: N/A A END HINGES iB GA. (MIN.) INTERMEDIATE HR Qr, Union Stated DIK-1 a —n'a Tr5 Duke Boulevard VINDLOAD RATSNG TOLERANCES arc (, MGsa , di 430aD USA / C_ D P 3 8 VIEW "B )(IC Tel, No. 513-770-4800 W 9 pip .0 - t.031 B+ Fmdtxta .DO : f.015 DESCRIPTIOr 2" .000 *XOS .0000 .001 DRAWN BY: 5H Degrees = 3.t/2' CHECKED B`E: SH �. 513-7F1-IE53 _ _ PAN DOORS (SEE TABLE FOR MODELS) DATE: 11/19/12;SCALE: MS I DWG.B DATE: 11/20/1 SHEET 2 OF 3 ISIZE VER: MD 1 C a C i Is A 4 MODELS 24 GA SHORT CLOPAY 84A, 94-T HOLMES 48, 48E IDEAL 4RST 2" TRACK CONFIGURATION DOORS UP TO 800 LBS, 24 GA FLUSH 98 4F KQM-. TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. DOOR COUMERBAL.ANCE SYSTEM C 13 GA GALV, STEEL FLAG BRACKET ATTACHED TO WITH (3) 5/16" X 1-5/5' LAG SCREWS O TRACK WITH (2) 1/4" RIVETS. w SPACING NTE 14" O.C. rt Z" GALV. STEEL TRACK, rA TRACK THICKNES4 0.083'. 38' TYP. 2-1/2" X 12 GA GALV. ' STEEL TRACK BRACKETS, ATTACHED TO JAMB WITH (1) C 24" 5/16" X 1-5/8" LAG SCREW PER TRACK BRACKET. 3' TRACK CONFIGURATION. DOORS 000 LEIS AND OVER.. * r 0�63 ¢a VL�*IppIJ� � Qt STATt- F SIGN ENGINEER, ITT HAMILTON, P.E. RIDA LICENSE No. 63286 4 0 S S2 0 3 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). DOOR HEIGHT 'L' 7- -6 94 -6' - 1 " i - 1'-6 " 6 " 114-0 _6 4' 7 2 3OF3 ,IAMB CONFIGURATION DOORS UP TO 800 LEIS, 1' DOOR OVERLAP (EACH SIDE) 2z6 SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE".ATi: 2-1/2' X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6' X 1-5/6' LAG SCREWS NOT TO EXCEED 14" ON -CENTER, MIN. OF (9) LAC SCREWS REQUIRED PER JAMB. 2" GALV, STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4" DIA. RIVETS OR (1) 1/4' X 5/8' BOLT & NUT PER TRACK BRACKET. REVISIONS DESCRIPTION HISTORY ON SHEET 1. X STOP MOULDING BY DOOR INSTALLER (TO SUIT). _I GA. GALV. STEEL END STILE. ///,-15 GA, GALV. 5'EEL DOUBLE END STILE 20 GA MIN. GALV, STEEL INTERM, STILE. 18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH #14x5/8" SHEET METAL SCREWS. L 7/16' I.D. RD1/ND PUSH NUT FASTENER. 14 GA, GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH A144/8" /+ SHEET METAL SCREW AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE C Z' DIA 7-1/2' LONG STELA, 10 SILL STEEL ROLLER WITH STEEL OR NYLON TIRE " SFCTIr1�t•- .. LHR BRACKET (2-1/2" x 5-3/4' x 121-4) xoa PRFPARATION OF .1AM8S BY OTHERS. ATTACHED WITH (2) 1/4" x 3/4' SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE" AS SHOWN IN NOTE: TRACK CONFIGURATION ABOVE THE ZgklE B-3 SHEET 1. DOOR OPENING ODES NOT AFFECT THE JAMB CONMURATION, DOUBLE `RACK WIND LOAD RATING OF THIS DOOR DOORS 800 L13S AND OVER., LAW HFUBLE M OPT10N _ CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH. - (AVAIL FOR BOTH 2" AND 3" TRACK) UBLE HORI2UYTA1,. .. 1" DOOR OVERLAP (EACH SIDE) TRACK. 2IA 5YP WOOD JAMB. TEE STOP MOULDING BY DOORINSTALLER TO SUIT. ( ) 16 CA GALv. S�EL END 'STILE B 3" GALV, TAPERED STEEL TRACK AND ANGI�. TRACK /--THICKNESS: 0.101". ANGLE THICKNESS: 0.080". "JAMB PREPARATION NOTE". HORIZONTAL TRACK 18 GA. GALV. STEEL DOUBLE END STILE LJ MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8'. SUPPORT 8Y DOOR I 20 GA MIN. GALV. STEEL INTERIM, STILE. ,_VERI7CAL/HOPoZONTAL TRACK 14' MAXIMUM SPACING INSTALLER (TO SUIT). 3-1/4' z 2-7/8" MIN. x 0.080" TAPERED 18 GA. GALV STEEL. INTER. f HINGE FASTENED TO CENTER JUNCTION. TWO i/4' BOLTT & NUTS FOR EACH TRACK. FROM LAST MOUNTING SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING BELOW. - STILE W/(4) EACH J14X5/8" ETT t 7/16' I. ! UND SHEET M AL SCREWS. ADDITIONAL MourvnNc SLOTS ` FASTEPUSHNER PRODUCT REVISED SPACED AT 12" CENTERS. 0.101' THICK 3" GALV. STEEL TRACK FASTENED as complying with the Florida 14 GA CAW. STEEL ROLLER HINGES FASTENED TO .END Building Code 12' ON CENTER TO' TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE t/4"z5/8" BOLT & STILES W/(4) EACH 1/14s15/8" SHEET METAL SCREWS NOA-tlo, 17-1016.13 AND (2) 1/4' SELF TAPRING SCREWS PER END HINGE. 6" NUT AT EACH MOUNTING SLOT. Expiration Oat 2N 4/2023 3" DA. B-1/2" LONG STEM BALL BEARING STEEL ROLLER. B y NE. Y" TRACK BOLT AND NUT AT EACH 34' MOUNTING SLOT LOCATION. �" 4aG�IT VERTICAL• 7 -o +.0" 1 - i 1 -0 1 3-1/2" 14-0 15 1fi • • s • • • • • : • • • PREPARATION ` '7 • • • • •ART • • • • • • • • • , • • • • + • ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10", 22, 34', 46", ETC.). ADDITIONAL LAGS LOGTED•AT♦f 284 & JID: f•tOM 6aTTOM. TWA. AL50 L.00A?ED ABOVE• VOWICAL/�ORIAONTAL TRA J!!N • a • • • • • • • SECIION C-C OF AMBS BY DESIGN S: + Unfn® Stated Oths TOLERANCES ar. ..0 tX31 X15 .000 t.005 '0000 < t.001 Degrees < t1/2' Doti E"NSIOKS ARE IN iNcHEs. Miami--0 •roduct Control OTHERS. NO.: N A 0 P.S.P. & -42.0 P.S.F.PF/ _ n'Q � 9585 Duke Bouicrord ` VSNDLDA-D CRATING 4 To No: 51377(1�1800 1„/ I t 3 Wm Pmdu is _Faz Na Sl3-T70-485J 1.V 1l DESCRIPTIO 2" STEEL PAN ODORS (SEE TABLE FOR MODELS) DRAWN BY: !SH ,DATE: 11/19/12 SCALE: NTS DWG.D CHECKED B{r; SH :DATE: 11/20/12 SHEET 3 OF 3 SIZE I DWG. NO.: 104753 VER: MD A 3 •; '.• •'� ••• A• 2 1 •a• ... • • • • • • • • • • •• •• • • 0 •• •• • PLOT REPLACEMENT OF ONE IMPACT GARAGE DOOR 16' X 7' JESSE STEWARTJR. 915 NE 96 ST Miami Shores, FL 33138-2523