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WS-20-93Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Parcel Number 29 NE 104TH ST, Miami Shores, FL 33138 1121360120070 Contacts Permit NO.: WS -01 Permit Type: Windows/Shutters Work n7ssiffr : Garage Door Permit Status: Approved Expiration: 07/28/2020 RICHARD G TUTTLE MARY M MARTINEZ Owner PRO ELEGANT GARAGE & DOOR INC Contractor 29 104 ST, MIAMI SHORES, FL 33138 MAIRELKIS ALFARO PRO E LEGANTGARAG E DOOR 14@YAH0 O.COM Description: REPLACE GARAGE DOOR Valuation: $ 1,445.12 Inspection Requests:305 762-4949 Total Sq 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 $2.50 Windows/Shutters Fee $50.00 Total: $117.10 Building Department Copy Payments Date Paid Amt Paid Total Fees $117.10 Credit Card 01/30/2020 $117.10 Amount Due: $0.00 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 accur andat all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abovjo-r6ME;l4eoLotr46tor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date January 30, 2020 Page 2 of 2 BUILDING PERMIT APPLICATION 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 NTERnn JAN142 d h a/4 FBC 20 tj (P7 Master Permit No. Ny 01-ZO —C1 3 Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS JOB ADDRESS: 2q LE 10q St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11" 2I' O - 012 - 0 0 4-0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Oaw,- .(4� nq - ` u-th Phone#: 30S-54 - �q(3150 , q Address: 2 u G (. 0 y 91 0 City: �X&'"� Shores State: CL zip: 33f38-202* Tenant/Lessee Name: Phone#: Email: OrVejAlilydlQ.¢dDoriL to-ya 10D. ca -M CONTRACTOR: Company Name: R(l) o e &c BODY Phone#: ? %- 2 q y - 5 Z I W Address: �r32 (� SW 2�2v� �..r 1 City: l.�QmSke.elState: Zip: 53032 Qualifier Name:\\'Cb Phone#: C State Certification or Registration #: LO(1 Ol Certificate of Competency #: 1-5 �5 DO yS DESIGNER: Architect/Engineer: Phone#: Add City: Value of Work for this Permit: $ ( L y S. 12 Square/LinearrFootage of Work: Type of Work: ❑ Addition [--]Alteration ❑ New U Repair/Replace Description of Work: ^.�j^.Ar!=-ef'�w.1,i �s4ry_•i re's,.». .''�'e� -- >, V - �1or`of ,0r,thruwti1e:.7 cw-..Hw•w Submittal Fee $_ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ Zip: ❑ Demolition CO/CC $ - Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ 1� I (0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT"IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR,PROPERTY. -IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs 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 OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 ')-0 , by �P Pr� tV1C97 (i-..(,2 = Property Search Application - Miami -Dade County Page 1 of 1 i 'OFFiCE OF THE PROPERTY APPRAISER - vl� Summary Report Property Information Folio: 11-2136-012-0070 Property Address: 29 NE 104 ST Miami Shores, FL 33138-2026 Owner RICHARD G TUTTLE MARY M MARTINEZ TUTTLE Mailing Address 29 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,286 Sq.Ft Lot Size 13,755 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $343,966 $343,966 $343,966 Building Value $185,166 $185,464 $185,761 XF Value $759 $770 $781 Market Value $529,891 $530,200 $530,508 Assessed Value $344,127 $337,711 $330,765 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $50,000 $50,000 Taxable Value Cap Reduction $185,764 $192,489 $199,743 Homestead Exemption $25,000 $25,000 $25,000 Second $305,765 City Exemption Value $50,000 Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BEVERLY GLEN PB 38-74 LOT 7 LESS N130FT LOT SIZE 105.000 X 131 Generated On : 1/6/2020 Taxable Value Information Previous 2019 2018 2017 County _. Exemption Value $50,000 $50,000 $50,000 Taxable Value $294,127 $287,711 $280,765 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $319,127 $312,711 $305,765 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $294,127 $287,711 $280,765 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $294,1271 $287,711 $280,765 Sales Information Previous OR Book - Price Qualification Description Sale Pae 9 28403- 12/14/2012 $375,000 Qual by exam of deed 2424 26650- Sales which are disqualified as a result 11/06/2008 $0 1565 lof examination of the deed 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 1/6/2020 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date 14011 X1 MAK-TM)R,_1-V7jW- Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. __ Every bedroom shall have at least l egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than l x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009111/17/2014 TB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENC` 15BS00457 PRO ELEGANT GARAGE & DOOR INC D.B.A.: MAILK S ALFARO r.r P , Is certified under the provisions of Chapter 10 of Miam Dade`County Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY -7052780 BUSINESS NANIKOCATION PRO ELEGANT GARAGE & DOOR INC 13213 SW 252ND LN HOMESTEAD FL 33032 LBT RECEIPT N0. EXPIRES RENEWAL SEPTEMBER 30, 2020 7330277 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 I OWNER SEC. TYPE OF BUSINESS PRO ELEGANT GARAGE & DOOR INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED C/O ALFARO, MAIRELKIS QUALIFIER 15BS00457 BY TAX COLLECTOR $75.00 07/07/2019 Worker(s) 1 ECHECK-19-214920 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 N0. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.eovftaxcollector Municipal Contractor's Tax Receipt Miami -Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY CC NO: 15BS00457 i BUSINESS NAME/LOCATION PRO ELEGANT GARAGE & DOOR INC 13213 SW 252ND LN HOMESTEAD, FL 33032 OWNER PRO ELEGANT GARAGE & DOOR INC C/O ALFARO, MAIRELKIS QUALIFIER MC RECEIPT NO. EXPIRES 7583877 SEPTEMBER 30, 2020 Pursuant to County Code Sec 10-24 TYPE OF BUSINESS PAYMENT RECEIVED SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR . 175.00 01/15/2020 0204-20-002598 This receipt is not valid in the following Municipalities: Avemure, Doral, Hialeah, Key Biscayne, Miami Gardens, Miami Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Town of Cutler Bay. M® For more information, visit www miamidede govftaxcollector /l �a��(2ras CERTIFICATE OF LIABILITY INSURANCE (MM/DD/YYYY) 70707/2020 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 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 endorsement(s). PRODUCER CONTACT NAME: (888) 202-3007 'C, N x /C No : HiscDX InC.PHONE ADDRESS: COntaCtOCihISCOX.COm 520 Madison Avenue 32nd Floor New York, NY 10022 INSURERS AFFORDING COVERAGE NAIC l/ INSURER A: Hiscox Insurance Company Inc 10200 INSURED INSURER B: Pro Elegant Garage & Door 13213 SW 252nd Ln INSURER C Homestead FL 33032-2543 INSURER D: INSURER E: INSURER F: CAVFRAnFA 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 OF INSURANCE ADDLTYPE INSD SUER POLICY NUMBER MM DDPOLICY EFF MM/DDPOLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 300,000 CLAIMS -MADE a OCCUR DAMAGE TO PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 300,000 A Y UDC -4347482 -CGL -19 12/13/2019 12/13/2020 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 300,000 PRODUCTS - COMP/OP AGG $ 300,000 X POLICY EI PRO- ❑ JECT LOC $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED F7 RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVEN PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) / A E.L. DISEASE - POLICY LIMIT 1 $ If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) License # 15BS00457 rFRTIFIr:ATF HOLDER CANCELLATION Miami Shores Village Building Department, 10050 NE 2ND Ave SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores, FL 33138 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rignts reservea. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 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: 1/29/2019 PERSON: MAIRELKIS ALFARO FEIN: 261940732 BUSINESS NAME AND ADDRESS: PRO ELEGANT GARAGE & DOOR INC 1520 SW 124 PL CONCOURSE MIAMI, FL 33184 SCOPE OF BUSINESS OR TRADE: Door and Window Installation ❑ All Types ❑ Residential and Commercial EXPIRATION DATE: 1/28/2021 EMAIL: PROELEGANGARAGEDOOR14@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 A A Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 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 (LLC) 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: Ow r State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of 20. By YVAa`r`� T11�1 yersonally known to me or has produced Notary: 4 2 - SEAL: Pro Elegant Garage &Door Date: Sate of: Before me this day personally appeared \ 1,71y (AP01M who, being duly sworn, deposes and says: That he or she will be the onl person working on the project located at: �� Contractor Signature S;rn to (or affi and subscribed before me this ZZ day of �~ 20 av , by Personally know Or Produced Identification Type of Identification Produced V mp Name of Notary N w • • • • •• • • • • • • •• •• • • • •• •• MIAMI-DADE COUNTY 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.eov/economy DAB Door Company, Inc. 12195 NW 98"' Avenue Hialeah Gardens, FL 33018 •••• SCOPE: •.... • ...... This NOA is being issued under the applicable rules and regulations governing the use of csastation materials. The . • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pradrevt•Control Lection to be*..:. used in Miami Dade County and other areas where allowed by the Authority Having Jurisdict"i <AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyeP duct Control4gection �f • • • : Miami Dade County) and'or the AHJ (in areas other than Miami Dade County) reserve tN right to hai eVs produc*an • • material tested for quality, assurance purposes. If this product or material fails to perforty pr *IF accep*d menner, the • •. • manufacturer will incur the expense of such testing and the AHJ may immediately revokes, tnomd fy, or sus•endthe us"f• • • • such product or material within their jurisdiction. RER reserves the right to revoke this•attVtnnce if it is determined • • by Miami -Dade County Product Control Section that this product or material fails to'meet the req; rgmtlrts of !he• •: • applicable building code. • • This product is approved as described herein, and has been designed to comply with• fre Florida. SMlfl�pg Code. • including the High Velocity Hurricane Zone. *00* ••• DESCRIPTION: Hurricane Master M9del 8241811 Steel Sectional Garage Door up to 9'4" Wide w/ Window Lite Option (DP +50.0,-60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 and last revised on OCT 05, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the NVliami-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, 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 NOA 916-0330.02 and consists of this page i and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM1-7ADE COUNTY ..,W. I NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBN ITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of*-'9,,•cated• 02/01/2001, with last revision K dated 03/21/2016, prepared by: Al.Farooq CMi oratio$, signed and sealed by Javad Ahmad, P.E.• • • • • • • ...... . ...... . .... % B. TESTS "Submitted under NOA # 09-0128.04" "" • • • • • 1. Test reports on 1) Uniform Static Air Pressure Test, Loadingp; •YAC TAS 162-94 • 2) Large Missile Impact Test per FBC, TAS 2AL-.Q.4. • 3) Cyclic Wind Pressure Loading per FBC, TXS NZ -94 .. ....:. 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 2.0-94 • • ; • • • �; along with marked -up drawings and installation diagram of a ISAB'824 2X GA. ' Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineenrg & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NDA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 0.1-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. 1S�,A \ . L� - w�11-- haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0814.04" 1. Anchor verification calculations prepared by A]-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.04" 2. ..... Anchor verification calculations prepared by A]-Farooq Corporation, coinplying A4f.B.C...... 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, PZ' ; •• ...... . ...... D. QUALITY ASSURANCE • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (MR1. ; • • • •; • .... . ..... E. MATERIAL CERTIFICATIONS """ "' " • • • 1. ... . Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative.' lasticsfor t:eir texan...... Polycarbonate Sheet Products, approved on 12/10/2015 and expirij; ;;0(6t7/`17/7Q1 8..• 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, fpr their ; .... • •0 • Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2MA.4ndexpirizlg on • 11/29/2017. '....' 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 0 1/1 11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24,2021. "Submitted under NO 4 # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATENI ENTS 1. Statement letter of code conformance to the 5' edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. Lshaq L Chanda, P.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval Date: December 14, 2017 E -2 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 and last revised on OCT 05, 2017, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. • • • • . . .... ...... B. CALCULATIONS • • • • • • • ...... . ...... 1. None ...... C. QUALITY ASSURANCE "" • • • • . .... ..... 1. Miami Dade Department of Regulatory and Economic Resources • . .. .. . ...... D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC : fgr;*ir • • •„ • • • • Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. '....' 2. Notice of Acceptance No. 16-1148.04, issued to Dyplast Products; LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17./2018. E. STATEAMNTS Statement letter of conformance to FBC 2014 (511 Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 10/05,/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA # 16-0330.02, expiring 08/09/211. Esc. -11. ��G-,� Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date: August 9, 2021 Approval .Date: December 14, 2017 E -3 IDOOR HOGHrI CONSISTS OF I 7-1/2" X 3" X .071' GALV. STEEL END ROLLER HINGE W/ (6) /14 WITHOUT DELRON WITH DELRON SLED / / I I ® I r L I I I ® I I I •, L 7-1/2" X 2-1 4" X .071" i -- --_ GALV. STEEL CENTER HINGE ® W/ (4) #14 X 5/8" SMS �\ WITH DELRON SLEEVE (OPTIONAL) B LOCK 2/ DOOR t I 1" W X .15' THK. LATCH I I I1 STANDARD LOCK \ SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) f14 X 1/2" S.M.S. -- 5/8' MIN. LOCK ENGAGEMENT ',-CONFORMS TO SECTION 1008 REGARDING GARAGE .158 DIA GALV. AIRCRAFT TYPE CABLE h NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR I II 6' X 3' X 0.1' STEEL PLATE \ \ ® i WITH (2) /14 X 5/8' SMS L1 BRACKET STD. LIFT DOOR I ® I i 1 ® / BRACKET LOW HEADROOM DOOR OPTION L7-7/8" X 3-1/8" X .010" STEEL PLATE CENTER STILE WITH (4) #14 X 3/4" SDS OUTSIDE HANDLE END STILE I LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) 114 X 5/8" SMS 118T GAGEX .6W LOCK BAR L ENS IN TRACK ON EACH SIDE OF DOOR OUTSIDEKD LOCK (OPTIONAL) LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SUDE BOLT LOCKS SHOWN ABOVE O X /16-1 X 0.1' TOP FIXTURE WITH STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR NEWER (6) f14 X 3/4" SELF DRILLING SCREWS O BE INSTALLED AT TER STILE Z � • f�EN CENTER STILE m GF1 h a_0 U C 09 __ — - _ -_ — BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ASTM E1886-05/ASTM E1996-09. OQ ._ o 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED ASOWOVV*4 DjTA14S g c r AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIEp EMBEDMEIQ TO B,�E • TylS �RQWCJ 1 RATED FOR LARGE MISSILE IMPACT ry—IS O MATERIAL SHALL BE BEYOND WALL DRESSING OR STUQCO. • • • • ` o _ E _e J � 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIIAL• SCRL•A�S!THAT• • • • • • • ``\A11L11I p c o 04 — B COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE r,. �� P�I .... /�� g � 3 o r pCL = Q a uM I H 2 V) _ _ V o o g w _ p�o LL K Qwo�i�' _ _ 5 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR TESTED IN ACCORDANCE WITH THE REQUIR ENTS OF FLORIDA REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE. TAS -202• TAS -201 & TAS -203 Fbk,HVH2 AND O O a_0 U C 09 __ — - _ -_ — BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ASTM E1886-05/ASTM E1996-09. 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED ASOWOVV*4 DjTA14S g c r AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIEp EMBEDMEIQ TO B,�E • TylS �RQWCJ 1 RATED FOR LARGE MISSILE IMPACT ry—IS .� MATERIAL SHALL BE BEYOND WALL DRESSING OR STUQCO. • • • • ` o _ E _e 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF AN1WRS In 40D•ON:Y. • • • • • • • Iw" � 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIIAL• SCRL•A�S!THAT• • • • • • • ``\A11L11I J 01 O U O N OPTIONAL VENT L -- A COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE r,. �� P�I .... /�� Q Z O � 3 o r (3) 5' WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE V Q Z OPENING AREA NOT TO EXCEED 120 SQ. IN. COLONIAL DESIGN WOOD GRAIN DESIGN W (n 8 t o $ FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF•THIS OODIICT, DADEdUAC1Y •tROOUC • - OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING TOR %. 4°'0 MAX. DOOR WIDTH WATER INFILTRATION RESISTANCE ETC. • • • • Cd.-� 1, �_ Q N u INSIDE ELEVATION DAB DOORS INC. RAISED PANEL EMBOSSED DOOR Hurricane Master® Model 824 Max. Size 9'-4" X 16'-0" X14 X 3/4' SELF DRILLING SCREWS MAY BE USED With Window Lite Opti II N LIEU OF #14 X 5/8" SMS DESIGN ' PRESSURE RATING + 50.0 PSF GENERAL TEG R� NOTE NOTESNOTES - 60.0 PSF 5 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR TESTED IN ACCORDANCE WITH THE REQUIR ENTS OF FLORIDA REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE. TAS -202• TAS -201 & TAS -203 Fbk,HVH2 AND OP9iz'_ BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ASTM E1886-05/ASTM E1996-09. 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED ASOWOVV*4 DjTA14S g c r AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIEp EMBEDMEIQ TO B,�E • TylS �RQWCJ 1 RATED FOR LARGE MISSILE IMPACT ry—IS .� MATERIAL SHALL BE BEYOND WALL DRESSING OR STUQCO. • • • • ` o _ -- 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF AN1WRS In 40D•ON:Y. • • • • • • • Iw" � 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIIAL• SCRL•A�S!THAT• • • • • • • ``\A11L11I - •i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE r,. �� P�I .... /�� i REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. i..� •-- '•' �Q� •'• - 4 a 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION � � FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF•THIS OODIICT, DADEdUAC1Y •tROOUC • - OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING TOR %. 4°'0 WATER INFILTRATION RESISTANCE ETC. • • • • Cd.-� 1, �_ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO 13LOANJILYZED 9EPARMTKY, •A ' AND TO BE REVIEWED BY BUILDING OFFICIAL • • • • ••ratNa�) �(�, ••, ST OF ({/�� • 2/ \moi 6. MANUFACT'URER'S LABEL SHALL READILY VISIBLE P''�j�� drawing no. BE LOCATED ON A LOCATION r- (LABELING ACCORDANCE SECTION170 FLORIDA BUILDING CODE. 09 O COMPLY WITH SECTION 1709 g, (sheet•C«� T of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .024" STL. PANEL OUTSIDE OF DOD STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8' LAG SCREW INSTALLED IN 9/16" DIA HOLES IN CENTER STILE ONE PER BRACKETHREADEDT POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING FOR CONNECTION OF WOOD BUCK r BY DOOR INSTALLER TO MASONRY SEE NOTE ON SHEET ET / 014 X 5/8" SMS 3 4" X 2' X 2-1/2' X 18 GA 6 PER HINGE END STILE. CONNECT TO PANEL SOUTHERN PINE .. 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM 0.55 S.C. ED GLUED TO PANEL AND SECURED TO SEE DETAIL DIST.: END STILE WITH 3/16' POP RIVETS O 12" O.C. . p 1-7/8' X 2-5/8" X .045" STEEL n • CENTER STILE, GLUED MID RNEIED ' m4/4 TO PANEL W/ (4) 3/16' RIVETS1 1/2' MIN. POP RIVEISHINGE X 5/8" S.M.S. 1-3/16' 1.9" X 2.19" X 3.3' X .102' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 24 CA STEEL PM 3/16° ALUM RIVETS FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES�� • O 4" O.C. I i C OCFOGN� V O� m paoo 0 .6 1�Vy 1� O LL 52_� g*O 4 QSbi2r I N N a END SiLE ^ 0 O p 'i o ANCHORS AT TRACK BRACKET: � o v A) 3/8' Dol POWFR—BOLT BY 'POWERS_' W M 2' IAN. EMBED INTO CONCRETE O T ti's o 1-7/8" MIN. EDGE DISTANCE c Q B) 3/8• DIA. H C REM BY •H T1' EL N b 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q O m H 1-5/B' MIN. EDGE DISTANCE INTO CONCRETE Z U 1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK 3 o N 1- OZ(2 EDGE CONCRETE V. a 3000 PSI MIN. L p N p C-90 GROUT FILLED BLOCK Pm = o 2000 PSI MIN. rn v N DISTANCE "wDUCP B£VINS O as ar.l7h{ WNL the lT'briis s l 1 cq*x 1.. Dot t a W n cww o�� /ANCHOR TYPE A OR 8 1� (1) PER BRACKET u SEE SHEET 3 FOR BRACKET SPACING I I J ° 4 8 4 9 Il I _ • • • • • 1/4:0 S BOLT: NUT o m o o c opo 0 7-1/2" X .071' CALV. STEEL 000 • • • • • • • ro _ g 3 0 CENTER HINGE 7-1/2" X 3" X .071' • • • • • • • • °c x - x'J END ROLLER HINGE • • • • • • • • • • • 7/16' PUSHNUT� SECTION El— • • • • • • • • \\t1W1L111IITT� INSTALLED ON ROLLER SHAFT STEEL TRACK INTERIOR SIDE t.e2' DIA. x so' STEEL ROLLERS (STD.) - S 14 G4 X 2-1/8' X 1" (STANDARD) 1.82' DIA X .50' NYLON ROLLERS OPTIONAL) • • • 99* • • ��� 12 GA. X 3-5/16- X 1-1/2- OPTIONAL 2.75' DIA X .50' ST_ L•R PDONA�i _ •• L' / / ( ) 2.75° DIA X .50" NYLJ ERjPTIONAp • • • • • _ : 5i' g y t FASTENED TO TRACK PLATES N�'M AGI W 1/4-20 X 5/8- TRUSS HD. 5" • • • • _ a� 6 SLOTTED M.S. k LAK NUT • • • • • • • • • • • �` • • 000 • •• •• 000 • • • • • • � � �OF drawing no. .... ....... . . . . . . . . . . . . .. .. . . . .. •• ... . . . ... . . POP RIVETS / X 5-1/2' % 3' X .104" GALV. GALV. STEEL 1\ TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (8) 1 14 X 5/8" S.M.S. _ .090 THK. DAM STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TP BRACKET _ 5/16" X 1-5/8' LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY 3 PER BRACKET 2-1/2' X 4-1/4' X 13 GA STEEL PLATES WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS (� -,,14 CA CAM STEEL ROLLER HINGES FASTENED W/ (4) 114 X 5/8' SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT t"A APPLIED TO BOTH SIDES OF STEEL N K = o I zz �a 12 GA CAM STEEL BWO/T(4) 114BRACKET /8' SM ED VSEEBOTTOM SEAL OPTIONS SHEEP 4 SECTION A -A m m HORIZ. TRACK SUPPORT CENTER SUPPORT REDO. ON DOORF EXPEEDING 8 FT. IN HEIGHI A 4 GA GALV. STEEL TRACK _ TOP BRACKET / _ (OPf10NAL)J N = J w a LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT \ 1/2" X 1-3/4" X .059" FORMED STEEL 2" X 5-1/2" X .104' GLUED TO PANEL AND FASTENED TO (( GA/LV. STEEL (2R3/16CAL5P PTILES WITH RIVETS FASTENED WTOPVILIER BRACKET FOR HEIGHT 1ST 2ND 3R0 4TH 5TH 61 82 6'-0" 18" 18 18" 18' N/A 1" TO 2"11-3/4' 83 23" 34 LOW HEADROOM DOOR OPTION 56 67"- HORIZONTAL REINFORCEMENT 6'-6". 21' 18 18" 21" N/A 1' TO 2" 11-3/4" LL Z W n $f c� Q J 1/2' X 1-3/4" X .059' FORMED STEEL B4 BS B6 87 B8 56" GLUED TO PANEL AND FASTENED TO - 7'-0" 7'-6' VERTICAL STILES WTrH 23' 23" - - (2) POP RNETS 56 56" 67" 67' 5/16' MEETING RIB 8'-0` 21' 21" 1' TO 2' 11-3/4" 1.82" DIA X .50' ROLLERS 34' 45' ®« W/ .44 DIA X 4-1/4` STEM 67' O OPTIONAL INSULATIONS.' bYPIASf N �+ c = BY PRODUCTS LLC' ISO -25 POLY-ISOCYANURATE DENSITY - 2.0 PCF N.OA 116-1108.04 OR BY CEFOAM NORTH AMERI' m AMERICA: ENALLO - D = 1.03 PCF a N.OA 115-1203.04 _ _ OR 'INSULFOAM BY LLC' DEN SffY 0.92 PCF N.OA 117-0221.08 (� -,,14 CA CAM STEEL ROLLER HINGES FASTENED W/ (4) 114 X 5/8' SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT t"A APPLIED TO BOTH SIDES OF STEEL N K = o I zz �a 12 GA CAM STEEL BWO/T(4) 114BRACKET /8' SM ED VSEEBOTTOM SEAL OPTIONS SHEEP 4 SECTION A -A m m HORIZ. TRACK SUPPORT CENTER SUPPORT REDO. ON DOORF EXPEEDING 8 FT. IN HEIGHI A 4 GA GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE f SPOT WELDED TO HORIZ. TRACK U/ FLU— WITH WRN TWO WELDS AT 1-1/2' MART FIRST AT 3' O.C. �Y _ - REST AT 9' O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-18 % 3/4' BOLT &NUT Q F y • AND TO SPRING SHAFT GUIDE WITH "> (2) 1/4-20 X 5/8" BOLT & NUT (` 0q0q� OyN C 7 VERnGAI TRACK N 2-1/8' X 1' X .080' 0 787 O SECTION A -A CFO o WE o s 0 o O W ��azs DOOR • SECTION HEIGHTS BRA BRACKET HEIGHT 1ST 2ND 3R0 4TH 5TH 61 82 6'-0" 18" 18 18" 18' N/A 1" TO 2"11-3/4' 83 23" 34 45 56 67"- 6'-6". 21' 18 18" 21" N/A 1' TO 2" 11-3/4" LL Z W n $f c� Q J PLACEMENTS B4 BS B6 87 B8 56" Q6mi � 2 X 2 X 1/8" HORIZ. ANGLE f SPOT WELDED TO HORIZ. TRACK U/ FLU— WITH WRN TWO WELDS AT 1-1/2' MART FIRST AT 3' O.C. �Y _ - REST AT 9' O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-18 % 3/4' BOLT &NUT Q F y • AND TO SPRING SHAFT GUIDE WITH "> (2) 1/4-20 X 5/8" BOLT & NUT (` 0q0q� OyN C 7 VERnGAI TRACK N 2-1/8' X 1' X .080' 0 787 O SECTION A -A CFO o WE o s 0 o O W ��azs DOOR • SECTION HEIGHTS BRA BRACKET HEIGHT 1ST 2ND 3R0 4TH 5TH 61 82 6'-0" 18" 18 18" 18' N/A 1" TO 2"11-3/4' 83 23" 34 45 56 67"- 6'-6". 21' 18 18" 21" N/A 1' TO 2" 11-3/4" 23' 34' 45' 56" 67' - 7'-0" 7'-6' 21" 21' 21" 21" N/A 1" TO 2" 11-3/4" 16' 18' 18" 18" 18" 1" TO 2" 11-3/4' 23' 23" 34" 34" 45 45" 56 56" 67" 67' - 78-1/4` 8'-0` 21' 21" 1' TO 2' 11-3/4" 23' 34' 45' S6" 67' 78-1/4` OMDUCT REVISM CWD a4 ta.Wytit with tre FIrrACa 0 1.9" X 2.19' X 3.3' X ,090' 6"RHC." G a 4- STE0. TRACK BRACKETS Atc�Ptuus No 11-11) vi .o 2-3/16' HIOH Davie z E m c CONNECTED TO TRACK WITH d frU• Q 0 01 n kt) 1/4' BOLTS & NUTS. 9e1 CannM � � 3 o N 1— 0Zc2 W Q L O " o - N .- = A S 4 O c m�g8= •4MEAliCI,L UFT• +IIGH•LIFi •E,1iANDARD LIFT LOW HEADROOM •co a o -„ o • • • • • • • • • DOUBLE TRACK • • •• • • • • • `oma • • • • • • f1VARR p TRACK OPTIONS NO ):•' GFNSF'� • - s I • • • • • • • • • • • - ®' b•T OF A(A� ` drawing no.01-0911 ••• • • • • ••• • • • • • • • • • • • • N N i N "-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM tz FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10" O.C. O m ,a 0 ci C O OMDUCT REVISM CWD a4 ta.Wytit with tre FIrrACa 0 1.9" X 2.19' X 3.3' X ,090' 6"RHC." G a 4- STE0. TRACK BRACKETS Atc�Ptuus No 11-11) vi .o 2-3/16' HIOH Davie z E m c CONNECTED TO TRACK WITH d frU• Q 0 01 n kt) 1/4' BOLTS & NUTS. 9e1 CannM � � 3 o N 1— 0Zc2 W Q L O " o - N .- = A S 4 O c m�g8= •4MEAliCI,L UFT• +IIGH•LIFi •E,1iANDARD LIFT LOW HEADROOM •co a o -„ o • • • • • • • • • DOUBLE TRACK • • •• • • • • • `oma • • • • • • f1VARR p TRACK OPTIONS NO ):•' GFNSF'� • - s I • • • • • • • • • • • - ®' b•T OF A(A� ` drawing no.01-0911 ••• • • • • ••• • • • • • • • • • • • • i 1-1/2" MIN. 2BY WOOD 1/4' DIA LAG SCREWS 282 AT 6' FROM ENDS 2 AND 19" O.C. MAX. WOOD 1/4' DAA LAG SCREWS AT 6' FROM ENDS AND 19" O.C. MAX. OPTION 'A' \�� OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVRY SG -0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. REINFORCEMENT (' m 1/2" X 1-3/4" X .058" �v /8 X i" FORMED STEEL M o SELF DRILLING SCREWSI. OR I/8 X i• 3/16" 'RIVEX' STEEL RIVETS SELF DRILLING SCREWS Z a • MUL71GRIP W/ DOME HEAD OR 3/16' -RIVE(' STEEL RIVETS AT 48" O.C. MULTIGRIP W/ DOME HEAD REINFORCEMENT AT 48' O.C. Q a 1/2' X 1-3/4* O MED STEEL 0 Iy n D- W'STRIP ADAPTER V G ei ALUMINUM W'STRIP ADAPTER aC 8 STEEL 1O N RUBBER W'STRIPPING RUBBER W'SIRIPPMC 050 T— a W oN LL O L:4 .700 .040 J O D J .224 LL�� —T I 348 a N g ��1.7s0� r 1.790----�I—r IROmc r NEVR" m w plyls with m. FIN66 BOTTOM SEAL OPTIONptu w J O ^ 8►4Y- �n C.unr o � o U T;M ANCHOR SPACING d < ANCHORS STRUCTURE EMBED SPACING EDGE DIST. c 3 8 LC SLEEVE BY HILTI CONC. 11-1/4"1 8" 1-5/8- E m H 3 8' HU C SLEEVE BY FDLTI' FILLED BLOCK 1-1 4' g" 4" ¢ 3 8- DYNABOLT BY 'TiY!' CONC. 1-I 2 B' 2" O ` o r 3 8" DYNABOLT BY 'ITW FILLED BLOCK 1-112-1 B' 2-1 4' STEEL STRUCTURE T BY OTHERS 3/8 POWER -BOLT BY POWERS' CONC, 2'8' 1-7 B' U O Z MUST SUPPORT THE LOADS IMPOSED B1' DOOR SYSTEM 3 8 SLEEVE -ALL BY 9MPSONS' CONC. 11-iZ2-1 g' S O N =o m m cn u CONCRETE f'c 3000 P51 MIN. o , 5/16' DIA. BOLTS C-90 GROUT FILLED BLOCK Fm - 2000 PSI MIN. p N = r 1 WITH WASHER & NUT AT 12" O.Q. MAX. EDGE 880 1-i 4' X 2-1/2' X 14 G4 I o 111/2 CONT. STEEL ANGLE 1-1/2' - a 12 Qk GALV. STEEL BRACKETS f3 LONG 2-1 8' X 1" X 14 GA II C a AT 12' O.C. IN DOOR OPNG. GALA STEEL TRACK FASTENED TO TRACK PLATES A7 18' O.C. ABOVE DOOR OPNG. W/ (y) 1/4_20X5/8" TRUSS HD. CONNECTED TO CONT. ANGLE SLOTTED M.S. &LOCK NUT W/ (3) SPOT WEDS AT EACH SIDE n REVERSE TRACK • • 00: • • •"P. CONFlNU I TRACK TO S7FEL • • • •�� T' TO FD BI OCK Y • • • • • i Y�� O i _ ALTERNATE TRACK AL_ LA If • • • • • • • ��� J 1�iN� ,, P P...... l!f'TQ' �; •' cv=NSF'••.. o • ••• • Y••'' ice• • _,' _ 8 a • • • • • • • • • • • OF !yam _ drawing no. .•.0 . Drs: Ga�j1 01-09 • • • • • • • • • • • • Y • • • • • • • • • • • • • • • • • ••• • • • ••• • • 5/16" X 1-5/8' I.AGSCREWS AT 12" O.C. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYN WOOD JAMBS WHICH SHALL BE ANCHORED TO b n ` GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH I 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 16O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 14' D.C.INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN, EMBED 16' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4T MIN. EMBED 1/1 6' X 2-i 2 3' MIN. EDGE DISTANCE L FILLET WELDS 3/8' CONFLEX BY 'ELCO' OR AT 12' O.C. MAX. 3/8' LDT BY 'ITW WITH SPACING OF $ 2O.C. INFO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 2" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK 3/8" HLC SLEEVE BY 'HILTI• WITH SPACING OF TO WOOD BUCK 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4' MIN. EMBED, 4' MIN. EDGE DIST. 18' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB - (9.33' X 50 PSF)/2 a 233.3 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB - (9.33' X 60 PSF)/2 - 279.9 Lba per Ft. REINFORCEMENT (' m 1/2" X 1-3/4" X .058" �v /8 X i" FORMED STEEL M o SELF DRILLING SCREWSI. OR I/8 X i• 3/16" 'RIVEX' STEEL RIVETS SELF DRILLING SCREWS Z a • MUL71GRIP W/ DOME HEAD OR 3/16' -RIVE(' STEEL RIVETS AT 48" O.C. MULTIGRIP W/ DOME HEAD REINFORCEMENT AT 48' O.C. Q a 1/2' X 1-3/4* O MED STEEL 0 Iy n D- W'STRIP ADAPTER V G ei ALUMINUM W'STRIP ADAPTER aC 8 STEEL 1O N RUBBER W'STRIPPING RUBBER W'SIRIPPMC 050 T— a W oN LL O L:4 .700 .040 J O D J .224 LL�� —T I 348 a N g ��1.7s0� r 1.790----�I—r IROmc r NEVR" m w plyls with m. FIN66 BOTTOM SEAL OPTIONptu w J O ^ 8►4Y- �n C.unr o � o U T;M ANCHOR SPACING d < ANCHORS STRUCTURE EMBED SPACING EDGE DIST. c 3 8 LC SLEEVE BY HILTI CONC. 11-1/4"1 8" 1-5/8- E m H 3 8' HU C SLEEVE BY FDLTI' FILLED BLOCK 1-1 4' g" 4" ¢ 3 8- DYNABOLT BY 'TiY!' CONC. 1-I 2 B' 2" O ` o r 3 8" DYNABOLT BY 'ITW FILLED BLOCK 1-112-1 B' 2-1 4' STEEL STRUCTURE T BY OTHERS 3/8 POWER -BOLT BY POWERS' CONC, 2'8' 1-7 B' U O Z MUST SUPPORT THE LOADS IMPOSED B1' DOOR SYSTEM 3 8 SLEEVE -ALL BY 9MPSONS' CONC. 11-iZ2-1 g' S O N =o m m cn u CONCRETE f'c 3000 P51 MIN. o , 5/16' DIA. BOLTS C-90 GROUT FILLED BLOCK Fm - 2000 PSI MIN. p N = r 1 WITH WASHER & NUT AT 12" O.Q. MAX. EDGE 880 1-i 4' X 2-1/2' X 14 G4 I o 111/2 CONT. STEEL ANGLE 1-1/2' - a 12 Qk GALV. STEEL BRACKETS f3 LONG 2-1 8' X 1" X 14 GA II C a AT 12' O.C. IN DOOR OPNG. GALA STEEL TRACK FASTENED TO TRACK PLATES A7 18' O.C. ABOVE DOOR OPNG. W/ (y) 1/4_20X5/8" TRUSS HD. CONNECTED TO CONT. ANGLE SLOTTED M.S. &LOCK NUT W/ (3) SPOT WEDS AT EACH SIDE n REVERSE TRACK • • 00: • • •"P. CONFlNU I TRACK TO S7FEL • • • •�� T' TO FD BI OCK Y • • • • • i Y�� O i _ ALTERNATE TRACK AL_ LA If • • • • • • • ��� J 1�iN� ,, P P...... l!f'TQ' �; •' cv=NSF'••.. o • ••• • Y••'' ice• • _,' _ 8 a • • • • • • • • • • • OF !yam _ drawing no. .•.0 . Drs: Ga�j1 01-09 • • • • • • • • • • • • Y • • • • • • • • • • • • • • • • • ••• • • • ••• • • * PLASTIC COMPLIES WITH 500 r--J-.250 I250 7�v DOOR PANEL CHAPTER 26 OF FBC �Y I 24 Ga (.024) STEEL MIN. SEE EVIDENCE PAGE 0 O n n 1.765 1.725 z Q�6 7/16' DIA. WASHER 7. d 1.144 d 0: 0 OSm'� f8 X 3/4' SMS 21 3/4' I m � 80o P� o -O� G o OA 11 j 1 O T 3/8' FROM ENDS MAX, .176 o a O Q 1`q%] I 11 AND O.C. WI%. WDW. WIDTH 0 * EXTERIOR FRAME * INTERIOR FRAME 1992 N i I I o 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w 1 (4) f6 X 3/4' SMS � n 1 1: a -3/8' FROM ENDS MIX. o =Of illi i AND 6-1/2' O.C. MAX. a o n d D.LO. ,_ p mt Q I. O fill A B C j l IIII 175 X .062 DEEP Illi GROOVE I N ll!1 El OO 00 O C1/4' POLYCRBNATIFAN BY 'SABIC NNOATE PLASTICS' ED NOA f15- OfM•t .n'bx�' Qlc� b OI A> N W p 8 , O V -E ^ z 3 o n U O Z O N 03 W IIII C IIII PROW1Cf REV1som j j.� r wiN Iht 175 % .062 DEEP �O° G fill GROOVE A4eeplMcc No I , ©�Iro•oo dlf � W r (4) f8 X 3/4' SMS INSIDE ELEVATION l""" l i l 1 O 1-3/8' FROM ENDS IRAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS d�l� III AND s-t/z' O.C. MAx. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION I O / f8 X 3/4' SMS O 3/8' FROM ENDS A75 % .082 DEEP •• � n / t 1 AND 4-1/2" O.C. MAX. GROOVE c m J -\1 • •• • • • • • cx _ f8 X 3/4' SMS I • f • • • • • • • • • • � - - i • 3/8' FROM ENDS _--- • • • • • • • • \\\\\ \II 1111 AND T O.C. MAX. r- _---- • ` ••• •• • • • •• \`SS ••/AI ,G Q 7/16' DIA. WASHER - �- •• • ••• ••• • = .70592- s DOOR PANEL RjR • • • • • • Q'= 24 GA. (.024) STEEL MIN. 'S • • • • • • • • • v DOOR PANEL 15/16' MIN. • • • • • • • • • %�® OF ff/�� drawing no. D.L.DEPG. 24 G4 (.024) STEEL MIN. GLAZING BITE ••• • • • �� 5 •.• omot.•••���� WINDOW WIDTH ��7is�aARAi. ����� 1j11111111\\\ sheet $ Of $ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •