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WS-16-3439Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 250 NE 96 Street Miami Shores, FL 33138- 1132060133880 Block: Lot: BONNIE BENNETT Owner Information Address Phone CeII BONNIE BENNETT 250 NE 96 Street MIAMI SHORES FL 33138- (305)756-8988 250 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) MARKO DOOR PRODUCTS Phone (954)587-1011 CeII Phone Valuation: Total Sq Feet: $ 2,210.00 0 Type of Work: REPLACE 2-8'6" X 7' GARAGE DOORS No of Openings: 2 Additional Info: REPLACE 2-8'6" X 7' GARAGE DOORS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $120.00 $9.00 $2.40 $137.80 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -12-16-62437 12/22/2016 Credit Card $ 137.80 $ 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 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. Futhermore, I authorize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy December 22, 2016 Date December 22, 2016 1 BUILDING PERMIT APPLICATION ILDING ❑ ELECTRIC 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 ❑ ROOFING ['PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: 2 5-e, NE 9' 6 B \TED► D 22 2016 FBC 2014. - Master Permit No. WS 1 t 3430 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County:/ Miami Dade Zip: 5'3vA Folio/Parcel#: // 5? -6910- e/ 3 - 3t.96ntIs the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Re NN N %c; // Phone#:905-' 7 4g9g5 Address: 2SC Are 91, 577 City: 171 7 /i/%i, 0714112. 5 State: P/ - Zip: 33 /?ie Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 20 57= 7� City: �i/ v/ E Qualifier Name: Z?r✓ic/g10 State Certification or Registration DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ /?7 ►/2f0 A! 1)1 ®lit 7 5 /2i), 4 Phone#: `5 0' 7- mill State: /—�• Pz y #: Zip: 335 /4 Phone#: - :; ; 7- /0 /I Certificate of Competency #: C /3500696 Phone#: City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New E Repair/Replace ❑ Demolition Description of Work: PC -Pi -f-;2- - � "X 7/ a/4/24944-1 000,6E o?ein - Specify color of color thru tile: Submittal Fee $ Scanning Fee $ 1 . Technology Fee $ z . 4o Structural Reviews $� (Revised02/24/2014) Permit Fee $ t Radon Fee $ 2 . ? Training/Education Fee $ CCF $ l . 5O co/Ccs DBPR $ 2 - Notary $ Double Fee $ 0 -bo Bond $ TOTAL FEE NOW DUE $ I 1 - C J Bonding Company's Name (if applicable) /� J Bonding Company's Address f `( City State , Zip Mortgage Lender's Name (if applicable) NMortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa OWNER or AGENT The foregoing instrument was acknowledged before me this e� (A day ofe��r-— , 20 , by 2 M4)e .4 .-/14 ._7 , who is personally known to me or who has produced Ai Z identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as °.$ VERN WARD COOK �ii fes" , a Commission # FF 955339 ; IMPORTANT MESSAGE Folio: Address: Owner: Miami Shr_res Village ^.""ROVED SP Na DEPT :; DEPT ';T 0 r'.CM,IPI:0)NICE M r -i ALL FEDERAL ^`i-) LC.!JTI ( AND REOULATIn^JS • When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator fhtf, //www.miamidade.eov/PAPortal/Taxes/raxEstimatar.asnx Ito approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website dwpWwww.miamidadagovitaxoctlecroa 1 directly for additional information. 11-3206-013-3880 250 NE 96 ST BONNIE BENNE! 0(httosiMrynvfacebaok.cam/MiamiDadePA) Building Sketch Viewer Actual Area: Living Area: Adjusted Area: rhaps:/Re4tter.com/MiamiDedePA 2,062 Sq. Ft. 1,400 Sq. Ft. 1,716 Sq. Ft. Building Number: 1 .� of 1 Roll Year: 2016 Previous Next at GRU 2s as ONE iik—i 20_1 ;2-2' `� °X 1 'G� 3)®.m,, o ONE : One Story o PFL : Porch, Flat ® GRU : Garage, Unfinished Click here to see all Sketch SubArea Descriptions (http://www.miamidade.aov/paMbrarv/sub-prea-descriations.pdf 1 Generated on: 12/6/2016 • • • • • •• • Disclaimer: • The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current Informandtl%R 1@eord. The • • • Property Appraiser and Miami -Dade County assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and Use• igir•ement at • • • • • http://www.mlamldade.gov/Info/disclaimer.asp • • • • • •••• • •• • • •• • • • • • •• • •• EXEMPTIONS G REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS BENEFITS PROPERTY •••••• •• • • • • • • •• •• • •• • • • •• • • • • • • • • • • Deployed Military 40 Yr Building Appealing your Address Blocking Property Search • • • (httplNnwv miamidadegov/pa/ed0sAtion ay.asp Assessment (http./Mnvwmiamidade. gov/pa/NlittpAseaulatimirthlade#Erfpagerlysearcht#1 (http//wwwmiamidade.gov/pa/ _ egov/pa/appealing assessment asp ) ) • • • •••• • • • • • •• • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS & CLADDING WIND STANDARD: ASCE 7-10, FBC 2010/ 2014 EDITION GARAGE DOORS ONLY County : Miami Dade Wind Speed : 175 MPH Risk Category : II Exposure Category : D 1. Client 2. Project Name: 3. Project Address: Figure 1: 01.° /'14/C o boot Procbeff Qenne4 Q--esocA t e 2,so Nj 9.6 J°i /Timm, . Lora a 33132 CITY /� STATE ZIP 4. Building Height: If' (See Figure 1 above) 5. Door Size: -( F -i - (Residential Projects Only) MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. MEAN ROOF HT. (FT) FOR BULIDING WITH ROOF SLOPE > 10 DEGREE FOR BULIDING WITH ROOF SLOPE < 10 DEGREE DOOR WIDTH DOOR WIDTH 8 FT. Elijg 12 FT. 16 FT. 18 FT. 8 FT. 9 FT. 12 FT. 16 FT. 18 FT. PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) !�;�`7 46.1 60.3 5.5 $: 43.6 55.2 41.8 51.5 41.1 50.0 42.3 55.0 41.7 53.7 40.0 50.4 38.4 47.1 37.7 45.8 16 46.7 60.9 45.9 59.4 44.1 55.7 42.2 52.0 41.5 50.5 42.7 55.5 42.1 54.2 40.4 50.9 38.8 47.6 38.1 46.2 17 47.1 61.5 46.3 59.9 44.5 56.2 42.6 52.5 41.9 51.0 43.1 56.1 42.5 54.7 40.8 51.4 39.1 48.0 38.4 46.7 18 47.6 62.0 46.8 60.5 44.9 56.8 43.0 53.0 42.3 51.5 43.6 56.6 42.9 55.2 41.2 51.9 39.5 48.5 38.8 47.1 19 48.0 62.6 47.2 61.1 45.3 57.3 43.4 53.5 42.7 52.0 44.0 57.1 43.3 55.7 41.6 52.3 39.9 48.9 39.2 47.6 20 48.4 63.2 47.7 61.6 45.8 57.8 43.9 54.0 43.1 52.5 44.4 57.7 43.7 56.3 42.0 52.8 40.2 49.4 39.5 48.0 21 48.9 63.8 48.1 62.2 46.2 58.4 44.3 54.5 43.5 53.0 44.8 58.2 44.1 56.8 42.4 53.3 40.6 49.9 39.9 48.4 22 49.3 64.4 48.5 62.8 46.6 58.9 44.7 55.0 43.9 53.4 45.2 58.7 44.5 57.3 42.7 53.8 41.0_..501. 40.3 48.9 23 49.8 65.0 49.0 63.4 47.0 59.4 45.1 55.5 44.3 53.9 45.6 59.3 44.9 57.8 43.1: 54"3. 41.4° 50.8 40.6'49%° 24 50.2 65.6 49.4 63.9 47.5 60.0 4.5 56.0 44.7 54.4 46.0 59.8 45.3 58.3 43.5 '54.8. 41.7:'$1.2, 41.0 49% 25 50.7 66.1 49.3 64.5 47.9 60.5 45.9 56.5 45.1 54.9 46.4 60.3 45.7 58.9 43.9".:.3' 42.1. 5f 41.4't2 Notes :- - h = Eave height for roof slope _5.10 degree. - Table above shows maximum design load for shown building height in end zone. For any other conditions/ zones, design loads to be evaluated on project basis Disclaimer :- - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation - No portion of this document may be used or reproduced in any manner. (except, however, for that portion of ASCE 7-10 set forth herein). . . ....• .. . .• •• • • . • • . • . . •. •ya; • •. CARLLCHOR, P.E. FL# 81344 Ela CAi4# 3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.69781 www.afceng.com 1 alfarooq@afceng.com • . • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MEAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 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: Hurricane Master Model 824/811 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, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal 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, 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 revitan of changt% tgG • . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorstfrtnt of any prodti8t, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to conil?lrigith 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, FlirM fol1QWed.by the • • expiration date may be displayed in advertising literature. If any portion of the NOA is displogd. £lien it start bg done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactureror its kstribltarkotgl shall be available for inspection at the job site at the request of the Building Official.• • • • This NOA renews NOA # 15-0317.02 and consists of this page 1 and evidence pages al an E-2,1sNreil as • approval document mentioned above. •' • The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 16-0330.02 Expiration Date: August 9, 2021 Approval Date: June 23, 2016 Page 1 • . DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, 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, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 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 # 01-0516.03" 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", prepardd. bPHurricane Eng'neering & Testing, Inc., Report No. HETI 01-969, dated O1ax(01, sand • sealed by Hector M. Medina, P.E. • . 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a.+aiatgd G-j6,steci1 panels, prepared by Celotex Corporation, Test Report No. 258592: tlated 08/17/T998, . • • .• signed by W. A. Jackson, P.E. E-1 . . .. . • .. . •. • • •. • . Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0330.02 Expiration Date: August 9, 2021 Approval Date: June 23, 2016 • • • • • • • DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0814.04" 1. Anchor verification calculations prepared by A1-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 AI-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring 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 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 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 NOA # 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. AETI 04-T251, dated 1U./29/20�4 signed • and sealed by I. Ghia, P.E. ' • 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test andgingke Density •• • • Test of "REHAU non -foam PVC extrusion material", prepared by ET€•Ldberatories, • Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L! l?fit. ' • • • .1. • F. STATEMENTS• • • • 1. Statement letter of code conformance to the 5th edition (2014) FBC anp'j•£inancial interest •' • issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealecny 7aaad - hmadpP.E. E -2 . .. ,0414... Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0330.02 Expiration Date: August 9, 2021 Approval Date: June 23, 2016 . • • . DOOR HEIGHT CONSISTS OF 6'-6' 2 SECTIGNS 18' 2 SECTIONS 21' 5'-9' 1 SECTION 16' 3 SECTIONS 21' 7' 4 SECTIONS 21' - r-3• - - r-8' 5 SECTIONS 18' r-9' 4 SECTIONS 18' 1 SECTION 21' 8' 3 SECTIONS 18' 2 SECTIONS 21' 8'-3' 2 SECTIONS 18' 3 SECTIONS 21' 8'-8' 1 SECTION 18' 4 SECTIONS 21' 8'-9' 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 8'-3' 5 58911095 18' 3 5E01109 21' 8'-6' 4 SECTIONS 18' 2 SECTIONS 21' 9'-9' 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 BECKONS 18' 4 SECTIONS 21' 18-3' 1 SECTION 18" 5 SECTIONS 23' 1O'-8' 6 SECTIONS 21' - 38-9' 6 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS I8" 2 5EC1IO3S 21' Il' -3' 4 BECIIONS 18' 3 SECTIONS 21' 11'-6' 3 SECTIONS 18' 4 SECTIONS 21' I1'-9' 2 5EC1TO S 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 12-3' 7 SECTIONS 21' - 12'-6' 6 SECTIONS 18' 2 SEC1103 21' 12'-9' 5 SECTIONS 18' 3 SECTION" 21' 13' 4 SEC13085 18" 4 SECTIONS or 13-3 3 SECTIONS 16' 8 SECTIONS 21• 13-8' 2 SECTIONS 18' 8 SECTION! P' 13'-9" 1 SECTION 18' 7 SECTIONS 21' 14' 8 SECTIONS 21' - l4'-3' 8 SECTIONS 18' 3 SECTIONS 21' 18-8' 5 SECTIONS 18' 4 SECTIONS 21' 14'-9' 4 SECTIONS 18' 5 -. • 214 15' 3 SECTIONS 18' 6 I� 21' 15'-3' 2 BECKONS 18' 7 - 'iG 21' 15'-8' 1 SECTION 18' 8 5E .! 21' 15'-8' 9 SECTIONS 21' - •• •• 16' 8 SECTIONS 19' 4 SEC7tN5 21' 7-1/2' X 3' X 071' GALV. STEEL END ROLLER HINGE W/ (8) #14 X 5/8' SMS WITHOUT DELRON SLEEVE (SLD.) WITH DELRON SLEEVE (OFSONAL) 7-1/2' X 2--1/4' X .571' GALV. STEEL GINTER HINGE W/ (4) #14 X 5/8' SMS WITH DELRON SLEEVE (OPTIONAL) LOCH 2/ 0009 158 DIA. GALV. AIRCRAFT TYPE & NICO -PRESS SLEEVE W M9N. 5 TO 1 SAFETY FACTOR I 6' X 3' X 0.1' STEEL PLATE WITH (2) 414 X 5/8' SIAS CENTER STILE OUTSIDE HANDLE I► • •• I" • ••• •• • • •• •• • • OUTSIDE KEYED LOCK LOCK 8AR LOCKING ALTERNATE TO SPRING • • • • • • • • • • • •• • • • • 1 t W X .15' THK. LATCH STANDARD LACK SPRING LOADED SIJDE BOLT (80TH SIDES) FASTENED w/ (4) #14 X 1/2" S.M.S. -- 5/8' MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GAgAGE` ♦ 001LS BRACKET STD. LIFT DOOR END SOLE LOW HEADROOM DOOR OPTION 7-7/8' X 3-1/8' X .010' STEEL PLATE WITH (4) S14 X 3/4" SOS LOCK BAR GUIDES INSTALLED ON END STILE • T•(4) #14 X 5/8" 5345 • 03T • .BW LOCK BAR GAGE. IN TRACK OM EACH SIDE OF 5008 • •• (OPTIONAL1 SHOWN LOADED SLIDE 801T • • • ••• ••• • • • • • • • • •• • • TOP FIXTURE 5-1/2" X 2-3/4' X 0.1' STEEL PLATE WITH ONE 5/18-18 MS W/ NUT FASTENED TO END STILE WITH (6) 414 X 3/4' SELF DR1LL@1G SCREWS CENTER 511LE OPTIONAL DOOR VIEWER TO 86 INSTALLED AT CENTER SOLE 9'- INSIDE ELEVATION RAISED PANEL EMBOSSED 000R 4114 X LIEU OF 3/4"81 SELF DRILLING 5/8" SMS CREWS MAY BE USED THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENE NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH ED ON) FLORIDA BUILDING CODE INT2.UDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. A/49/40R EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING 0R STUCCO. 3, ALL BOLTS. NUTS AND WASHERS SHALL 8E ZINC PLATED CARBON slat- 4. TEEL4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURA105 INCREASE B U5E0 3 DESIGN OF ANCHORS INTO 3400D ONLY. DOOR TESTED IN ACCORDANCE WITH THE RECUMBENTS OF FLOROA SAD= 0006. TAS -202, 1AS-201 & TAS -203 FOR HVHZ AND 55183 91888-05/45183 81996-08. E DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 9'-4" X 16'-O' High With Window Lite Option DESIGN PRESSURE RATING + 50.0 PSF - 60.0 PSF PRODUCT RENEWED as complying with the Florida Building Cede NOA-No. 16-0330.02 Expiration 'LJ;: 08/09/2021 By Product COnh'o1 relalu r—` 0 0 O 0 v 8 3 c 8 drawing no. 01-09 sheet 1 of 5 ••• • • • • • • • • • • • • • •• •• • • • • ••• • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • I- —R B' -O' DOOR HEIGHT \ / ' / \ /I` / / \ / \ / VI/ \ a ( 1 1 / \ 8 0 8 of _/) / _ / \ ! \ fi -, / \ !I\ I / OPTIONAL MR _ (3) 5' WADE AT 7' 0.C. MAX. OPENING AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH L—A _COLONIAL DESIGN a OPTIONAL FLUSH FAC WOOD GRAIN DESIGN 9'- INSIDE ELEVATION RAISED PANEL EMBOSSED 000R 4114 X LIEU OF 3/4"81 SELF DRILLING 5/8" SMS CREWS MAY BE USED THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENE NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH ED ON) FLORIDA BUILDING CODE INT2.UDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. A/49/40R EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING 0R STUCCO. 3, ALL BOLTS. NUTS AND WASHERS SHALL 8E ZINC PLATED CARBON slat- 4. TEEL4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURA105 INCREASE B U5E0 3 DESIGN OF ANCHORS INTO 3400D ONLY. DOOR TESTED IN ACCORDANCE WITH THE RECUMBENTS OF FLOROA SAD= 0006. TAS -202, 1AS-201 & TAS -203 FOR HVHZ AND 55183 91888-05/45183 81996-08. E DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 9'-4" X 16'-O' High With Window Lite Option DESIGN PRESSURE RATING + 50.0 PSF - 60.0 PSF PRODUCT RENEWED as complying with the Florida Building Cede NOA-No. 16-0330.02 Expiration 'LJ;: 08/09/2021 By Product COnh'o1 relalu r—` 0 0 O 0 v 8 3 c 8 drawing no. 01-09 sheet 1 of 5 ••• • • • • • • • • • • • • • •• •• • • • • ••• • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • C 2 24 GA. STEEL PANEL 3/15" ALUM RIVETS FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" 0.C. 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 (FULLY THREADED) ONE PERTBRACKET POSITIONED AT EYE LEVEL FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 OPTIONAL STOP MOULDING BY DOOR INSTALLER END STILE #14 X 5/8" SAPS 8 PER HINGE 1/2" X 1-3/4" X .059" FORMED STEEL GWED TO PANEL AND SECURED 70 END SRLE WITH 3/18' POP RIVEIS • 12 O.C. SOUTHERN PINE 0.55 S.G. 3/4" x 2" X 2-1/2' x 18 GA. STEEL END 51ILE, CONNECT TO PANELS WITH FLAPS AND 3/18" ALUM RIVETS SEF DETAIL ABOVE B) ONCRETE OR FILLED BLOCK CE INTO CONCRETE INTO FELLED BLOCK 1-7/8" X 2-5/8' X .045' 5TEEL. CENTER STILE, GWED AND RIVETED TO PANEL 8/ (4) 3/18" RIVETS � 1-3/ 1.9" X 2.19' X 33" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING •• • • • • 1148 5/8" S.M.S. HINGE POP RIVETS' f •i iii Kiri �j o' I 4-1%2" X .071" GALV. STEEL CENTER HINGE 7-1/2" X 3" X .071' END ROLLER HINGE EDGE DISTANCE • • • • • • • • 7 • t$16 ••PU98IN1$ • • • • • Iigiti.ED OS $0LLE SHAFT • • • SECTION B -I} -90 GROUT TI t'm 2000 PSI MIN. :3 18 HOR TYPE A OR B PER BRACKET SHEET 3 FOR BRACKET SPACING gllUU W. 19999 1/4-20 SS BOLT h NUT STEEL TRACK 14 GA. X 2-l/8" X 1' (STANDARD) 12 GA yYYY 3-5 1 "�( 1-1/4 4041110 • FA jjjOOO K PLATES • • SI 1 0. 1 X 5 ' TRUSS HO• • SL D• S.& OCKtivr• • • •• • • • • •• • • • INTERIOR SIDE ••• • • • • • • • • • •• • ••• • • • • •.• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • •• • 1.82" DIA. X .50" STEEL ROLLERS (STD.) l.82" DIA X .50' NYLON ROLLERS (OPTIONAL) 2.75" DIA X .50' STEEL ROLLERS(OPTIONAL) 2.75' DIA X .50' NYLON ROLLERS (OPTIONAL) W(IH 5" STEM PRODUCT RENEWED an complying with the Florida Building Code NOA-No. 16-0330.02 Expiration %, 08/0912021 By ��.. Mia= a Product Control OWCp. Om.® Irin in L 9 S a 1 drawing no.' 01-09 (sheet 2 of 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • 4 • • • • • • • • •• •• • • • •• •4 ••• • • • ••• • • 2" Ijv—'�I POP RIVETS2 2-3/4" % 5-1/2' X 3' % .104' GALV. STEEL 5/16' X 1-5/8" LAG SCREWS INTO WOOD OR 5/16' SLEEVE ANCHORS WITH 1-1/4" EMBED IMO MASONRY HORR. TRACK SUPPORF, CENTER SUPPORT REOD. ON DOORS EXAEEDING 8 FT. IN HEIG X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK W119 TWO 191105 AT 1-1/2' APART FIRST AT 3' O.C. AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CAN. 3538) C TEL (308) 28483.00 PAIL (309)202.6979 GARAOE\01-09060) TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) # 14 X 5/8' S.M.S. 3 PER BRACKET II A +--� REST AT 9' O.C. I - CONNECTED TO FLAG BRACKET ANGLE 090 THK GAIN. STEEL ADJUSTABLE 011 W/ 3/8-16 X 3/4' BOLT & NUT . SLIDE FASTENED TO BRACKET W/ 5/18-18 X 3/4" HEX HEAD - M. SCREWS & NUrs. 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 �r',�RACK A -- -� rHORIZ. AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT - TOP BRACKET WITH (4) 1/4-20 SS. BOLT & NUTS LENGTH = OPENING HEIGHT PLUS 12" .' (STANDARD) ►�1� TOP BRACKET �" �, 2-1/BVERTICAL TRACK • a LOW HEADROOM DOOR HORIZONTAL RENFORCEMENT �i 14 GA. GALV. STEEL TRACK SECTION A -A = d 1/2' X 1-3/4' X .059' FORMED 11EEL 2' X 5-1/2" X .104" GLUED TO PANEL AND FASTENED TO GALV. SICtL Willi m VERTICAL STILES WTTH (( g FASTENED WTOP4)ROIIFR 14 CKEE (2) 3/16" POP RIVETS 8R FOR LOW HEADROOM WOR OPTION �'; DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS HORIZONTAL REINFORCEMENT 1111 HEFGHT IST 2ND 3RD 4TH 5TH 137 82 83 94 85 86 67 BB 1/2' X 1-3/4" X .059' FORMED SI7tL I' 6'-0" 16" 18` 18" 18" N/A 1" TO 2° 11-3/4" 23° 34' 45" 56" 67` - 0 0 0 w o 0 W 2'1„' 09.1514 Font won REV. DAB DOORS INC. 11 '03J NOcHANGE '"ES SHEET 12195 N.W. 9S RI. AVE. 03.06,15 BOTTOM SEAL OPIION A3000 HIALEAH GARDENS, FL 33018 03.21.16 UL96IATION UPDATED TEL (305) 556 - 6624 GLUED TO PANEL AND FASTENED TO 8'-8" 21" 18° 16° 21' N/A 1" TO 2` 11-3/4' 23" 34' 45" 56" 67° - VERTICAL STILES WITH _ (2) 3/18" POP RIVETS (2) �� I T-0' 21" 21° 21` 21" N/A 1' TO 2' 11 -3/4' 23' 34' 45' S6' 67" - I_ 18° 18" 18° 18' 18" 1' TO 2» 11-3/4' 23' 34" 45" 56" 67' 78-1/4» ! 5/16' MEETING RIR 8'-0' 21" 18" 18" 18" 21" 1" TO 2' 11-3/4' 23' 34" 45" 58» 67" 78-1/4" 182' DIA. X50' ROLLERS M .-SECTIONS .-SECTIONS ARE NUMBERED STARTING AT THE BOTTOMcc S Q W/ .44 DIA % 4-1/4' MEM i3 c [c DOOR5 MORE THAN 8 FT. HIGH. USE ADOTRKINAL TRACK BRACKETS AT 10" 0.C. �� x © 11II © OPTIONAL INSULATIONS: x BY rzyugT PRODUCTS LLC' Lzi �'I I, ' %, 1 EPS -EXPANDED POLYSTYRENE n 1.05 PCF 1.9'X2.18" X 3.3" X .090" I 1J I _ N.O.A.= ORA #11-0826.07 ISO POLY-ISOCYANURATE �" , 2 J%18 WGH �X TD TRACK WITH CION8/4" c d -25 DENSDY = 2.0 PCF #11-0928.06 m 6 ) 1/4' 80L75 &NUTS. II 'm - OR 'CFI 1 OFCAIII NORTH AMERICA' „ 1 / 0E DENSITY •+ 1.03 PCFNRA 915-1203.04 =El II Ill Irr— BY "INSULFOAM UC" .r B DENSITY = 0.92 PCF m 11 ' ! N.OA #14-0.311.08 n m U1 Q; 14 LE GALV. STFAS ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS m IIIi �' ili MIN. .024' ROLL FORMED STEEL PANEL NAMING QUALITY YIELD S RENGTH. 34 KSI PRIMER9P. AND BAKED -ON TRACK CONFIGURATION Nr POLYSTER PAINTED TOP COAT' 901 APPl1ED TO 80114 SIDES OF STEEL �` • • • • • • • • • • • • VERTICAL UFt HIGH LIFT STANDARD UFT LOW HEADROOMHi d • DOUBLE TRACK �_ •• •• • • • AVAILABLE TRACK OPTIONS 81:1111211:111 - o w + .- -, z ' - de, Got C6ll_LO REEL•• • • • •• W/ (4) #aB1142: 5/8" SIRRACKET S PRODUCT RENEWED as complying with tho Florida • ••• ••• ••• ••• ••• Code • tL01T0T• SEAL OPTIONS • • • • • NOA-No. 116-0330.02 1p1Ul+Ityrr� ,`O ..c. ;; ' j,� �';,'",• _ •.• 00.- _ /ti:z}c .�.. o SEE SWEET a • • • • D •• • 6�lrotion��:•: 08/09/2021 �f �; i drawing no. 01-09 (���J • • • • • • • - '• „ OF AIM • • • • • • • • • • • '•• • • B"='r='_.R,a�A:''�'` • • • •nem . 1 a Product Control ,, 5, •••• ••: �C9. SECTION A -A ry riOONAL (sheet 3 of 5 ilop. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • 4 • • • • • • • • •• •• • • • •• •4 ••• • • • ••• • • 3 IQ $8 X 1' SELF ORIWNG SCREWS OR 3/16° 'RNCC STEEL RIVETS MULIIGRP W/ DOME HEAD AT 48" O.C. 1/4" AT AN IA. LAG SCREWS FROM RINDS 19' 0.C. MAX. REINFORCEMENT 1/2° X 1-3/4' X .058' FORMED STEEL REINFORCEMENT 7/2° X 1-3/4' X .058' FORMED STEEL {8 X 1' SELF DRILLING SCREWS' OR 3/16' 'RNEX' STEEL RIVETS MULDGRIP W/ DOME HEAD AT 48' O.C. W'STRIP ADAPTER ALUMINUM 10/STRIP ADAPTER STEEL RUBBER WSTRIPPING RUBBER WSTRIPPING 050 � 1134 BOTTOM SEAL OPTIONS 000 BUCK CONNECTION TO WOOD SUBSTRATE (WOOD sPEci c GRAVITY 116=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATT CHMENT TO W000 STRUCTURES. IF THESE METHODS ARE FOLLOWED NO AODmONAL � ULAT1ONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, Id TION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL 8E ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4' ULTRACON BY 'ELCO' W1TH SPAONG OF 0.C.Ife l. 16* INTO 3300000 P51 CONCRETE, WITH 1-3/4' MI . EMBED 2-1/2" MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 14' O.C. INTO GROUT FILLED BOCK WALL, WITH 1-1/2' MIN. EMBED 18' O.C. INTO 3000 P51 CONCRETE, WITH 1-3/4' PAIN. EMBED 3" MIN. EDGE DISTANCE 3/8' CONFYEX 8Y 'ELCO' OR 3/8' LDT BY 'RW WITH SPACING OF 24' 0.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED 2" MIN. EWE DISTANCE !�""•�•�� ••• • • • • • 3/8" HL.0 SLEEVE BY 'MLD' WITH Sy6GNG OF • • 8' 0.C. INTO GROUT FILLED BLOCK WW WITH �1 /4 M •4" Y� � SST. 1B' O.C. INTO 3000 PSI CONCRETE, W i-1/'•MIN•EM NDE• •• •• •• 2-1/2" MIN. EDGE DISTANCE • • • • • ‘i.• • • • • • PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUVRE T� �U PORT L S•09 • • • • • • • BY DOOR 5YS1Dd. ��,r•� • • FOR WOR REPLACEMENT IN R,�.•yLTICN� BUI NGS p1WITH NQQ INGN �F RECORD, DOOR INSTALLATION ABR 0 • Ar�ROVED • • BUILDING OFFICIAL UPON WSPE • • • • •• • • • • • • •• • 5/18' X 1-5/8" TAG SCREWS AT 12' 0.C. CTURE BY OTHERS SUPPORT THE LOADS I R SYSTEM OR 5PACyr. ANCHORS STRUCTUR9/ EMBED SPACING E�SGE GIST. RIC SLEEVE HILTF CONC. / 1-1/4" 8' 1-5/8° /8' HLC SLE 'HILTP FILLED BLOCK 1-1 4' 8° 3/8" DYNABO 8Y 'HW' CONC. 1-1;2" 8' 2° 3/8` LT 81' 17W FILLED BLOCK 1-1 2" 8' 2-1/4' 3 8` POWER- LT 8Y 'POWERS CONC. 2" 8° 1-7/8" 3 _ ALL BY 'SIMPSONS' GONG. 1-1/2' 1-7/8" BOLTS & NUT CONCR C-90 c = 3000 PSI MIN. FILLED BLOCK 1 m - 2000 PSI MI EDGE D15T. 6' X 2-1/2 FILLET SEWS 12' 0.C. MAIL 1-1/4 CONT 2-1/2' X 1 ANGLE 12 GA. GAL STEEL FLAT BRAG t3' LONG AT 12' 0.C. RR �' OPNG. AT 18' 0.C. ABOVE<•: OPNG CONNECTED TO CONT. AN W/ (3) SPOT WELDS AT EACH 4 GA. K PLATES 8" TRUSS HD. 14717 T WOOD BUCK MAXIMUM EX1ERIOR(+) LOAD PEI JAMB = (8.33' X 50 PSF)/2 = 233.3 Lbs per Ft MAXIMUM INTERIOR(-) LOAD PER JAMB = (8.33' X 60 PSP)/2 = 279.9 Lbs per Ft. ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • * • • • • • • • •• •• ••• • • ALTERNATE TRACK INSTALLATION PRODUryCT�RENEWED Bas u11An Code the Pbrida Non -No. 16-0330.02 Enplration .:.09109/2021 BY Wand - Product Control 111411111 5 drawing no. 01-09 sheet 4 05 5 sheet 5 of 5 ) DOOR PANEL /- 24 GA. (.024) S!ALL MPI. 7/16° DIA WASHER IIIL,111080 i�4iR�•)1$�ll1'i It PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE p8 X 3/4" SMS 0 3/8" FROM INDS AND 7" 0.0. MAX. (4) 98 X 3/4' SMS CO 1-3/8" FROM ENOS AND 6-1/2' 0.C. MAX. 21 3/4' MAX. W. WIDTH 18 8' D.L. * EXTERIOR FRAME RIGID INC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION 11 III II I .175 X .062 DEEP GROOVE Mk Ii 1/4' POLYCARBONATE LEXAN HY '54810 INNOVATIVE PLASTICS' !� INOA 915-0615.08 I 8 nn Fo li! W I:I Y .. A Y .175 X .082 DEEP GROOVE (4) #8 X 3/4" SMS ® 1-3/8' FROM ENDS AND 5-1/2' 0.C. MAX. F. F. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION •• ••• • • • • • •• • • 4 e ▪ : 7 ▪ O. • • .•• • • •• • Q8 X 3/4" SMS . 3/8" FROM ENDS AND 4-1/2" 0.C. MAX. 175 X .062 DEEP 0 7/16" DIA WASHER • ••• ••• ••0 0•• ••• • • • • • • • • • • • • • • DOOR PANEL • • • • • • • • 24 GA $024) STEEL MIN. •00RL. • • • • • • • • • • 24 GA.0.024) 5TEEL•6N. • • • 15/16" MIN. GLAZING BRE EXTERIOR O.L OPG. PRODUCT RENEWED au complying wl h the Florida Building Code NOA-No. 16-0330.02 mg:dol en 08109/2021 BY Mem l • -- Product Control ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDTH drawing no. 01-09