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Home My WebLink AboutSELF FLASHING.TILE ROOFFlorida Building Code Online Page 1 of 2 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications Contact Us SCIS Site Map Links dbr Product Approval �usEa: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL2418-R11 Application Type Revision Code Version 2017 Application Status Approved -Approved by DBPR. Approvals by DBPR shall be reviewed and rat by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Maxim Industries, Inc. 1630 Terre Colony Court Dallas, TX 75212-6221 (214)905-2021 info@maximskylights.com David Thornton info@maximskylights.com Sky Lights Skylight Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL2418 RII Eouly EER2000 Rev2 418-0102 MAX0001- DSF MAX0002-DCM ss.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs 1 UBZYvQ3... 10/22/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 03/05/2018 03/06/2018 03/09/2018 Page 2 of 2 Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32394 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send el mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section (1), Florida statutes, effective October 1, 2012, licensees Ilcensed under Chapter 455, F.S. must provide the Department with an email address If they have c emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., dick here . Product Approval Accepts: M 1101 ® H Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgslUBZYvQ3... 10/22/2018 FL * Model, Number or Name Description 2418.1 Series "DCM" Dade Curb Mount Polycarbonate Glazed Aluminum Skylight Skylight Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2418 R11 C CAC NI009198.01-115 DCM_pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: +60/-60 Installation Instructions Other: FL2418 R11 II MAX0002 RevB DCM ss.gdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL2418 R11 AE PER2000 Rev2 418-0102 MAX0001- DSF MAX0002-DCM ss.adf Created by Independent Third Party: Yes 2418.2 Series "DSF" Dade Self Flashing Polycarbonate Glazed Aluminum Skylight Skylight Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2418 R11 C CAC NI009198-115 DSF.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: +60/-60 Installation Instructions Other: FL2418 R11 II MAX0001 RevC DSF ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL2418 R11 AE PER2000 Rev2 418-0102 MAX0001- DSF MAX0002-DCM ss-Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32394 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send el mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section (1), Florida statutes, effective October 1, 2012, licensees Ilcensed under Chapter 455, F.S. must provide the Department with an email address If they have c emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., dick here . Product Approval Accepts: M 1101 ® H Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgslUBZYvQ3... 10/22/2018 MAMM INDUSTRIES, INC. SERIES "DSF" DARE SELF -FLASHING SKYLIGHT GEMEZRO&NATES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE MOH VELOCITY HURRICANE ZONE (HMW OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FEC), THE PRODUCT DETAILS CONTAINED HEMN ARE BASAD UPON SIGNED AND SEALED TEST REPORT ATI 014=1.01 AND ASSOCIATED LABORATORY DRAWDIOL L ADMIACY OF THE EXISTM STRUCTURAL FRAMING AS A MAIN WIND FORM R£SISTTNO SYSTEM CAPABLE OF WMWAND20 AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE 13 THE RESPONSISJLI TY OF THE ENGINEER OR ARCHITECT OF TSD. 3.INAREAS WHERE WNN"ORNE DEBRIS PROTECTION REQUIREMENTS EXIST USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. 4. MATERIALS: 4.1. SICYUGWFRUM OO63-YG XTRUDEDAWMINUAL 4Z. &XYLIGHT INNER AND OUTER DOME MATERIAL: MAIKROLON POLYCARBONATE BY COVESTRO, LLC PER CURRENT MYA160ADE NOA COMPONENTAPPROVAL. TABLE OF CONTENTS SHwr REv. SH rCESCRIP ION 1 HOTEL ELEVATION 6 ANCHOR LAYOUT z SECTION VMWS INSTALLATION ANCHORAGE DETAILS INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. L THE NUMBER OF INSTALLATION ANCHORS DEPICTED THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3' MAX. FROM 1r MAX. CORNERS TYP. O.C. TYP. ARE 3' MAX. FROM ,T CORNERS TYP. 1. FOR INSTALLATION INTO WOOD ROOF DECK. USE 012 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1308 INCH MINIMUM EMBEDMENT. MINIMUM EDGE 0WANCE 13 1 INCH. 4. MINIMUM EMBEDMENT AND EDGE OWAJCE EXCLUDE WALL RNISHES. TNCLU S BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER AND SIDING. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. L INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWINO PROPERTIES: A. WOOD - MIMIMUM SPECIM GRAVITY OF 842. DESIGN PRESSURE RATING (PSE) IMPACT RATM 360A LARGE MNSSiLE IMPACT 1r MAX. O.C. TYP. OMAX.T�P-o. 48' MAX. OA INT. SKYLIGHT FRAME WIDTH 49114' MAX. O.A. DOME FRAME WIDTH 9250' MAX. 97 MAX10r MAX. OA Ok X MAX. OA INT. OM OA D.L.O. SKYLIGHT DOME FLANGE LENGTH FRAME LENGTH LENGTH LENGTH 84' MAX. O.A. _A FLANGE WIDTH ELEVATION & ANCHOR LAYOUT hAl al R l - J. Anartam P.E. iioftPX- N&427W its Digitallysigned by Robert) Amoruso Date: 2018.03.05 10:08:55 -05'00' 1. Mlnlmum 9112 fastener by others. Pre -punched Installation holes 3' from each oomer, maximum 1r on center. Minimum penetration=1-W. 2. .080" X 1.S X 1.75.6t163 -T6 extruded alum retaining angle. Aluminum angle mhered and welded @ four comers. 3. 47.5' X 95.5' W Enhanced outer Makrolon Polycarbonate Dome by Covesbo, LLC @ 8' height on test sample (dome height varies per skylight size but not less than the larger of 10% of the dome's span or 40). 4. 7.5" X 95.6' UV Enhanced Inner Makrolon Polycarbonate Dome by Covestro. LLC ® 4' height on test sample (dome height varies per skylight size but not less than the lamer of 10% of the dome's span or 40}. S. OSI PR256 urethane sealant. Located between aluminum retaining angle and outer dame & between Inner dome and aluminum frame. G. Sealant tape. I m X .125' located between outer and inner domes. 7. 6083-T8 extruded etumuwm frame. AlumMum freme mitered and welded @ four comers. 8. 012 X 1.75 fastener. One fastener located equidistant from each comer. Four fasteners per skylight. 9. 010 X.375 18-8 stainless steel fastener. Located 4 from each comer, matdmum 11' on center. 10. AD units equal to or less than the total square footage or the test spedmen. 36 square feet. will be accepted under this approval. Width andlor helght of tested unh cannot be exceeded. 11. Mb*num distance o 4' from angle pp to roof surface for shingles or OUR without Insulation. For Insulation and We roof add We height and limulatlon thickness to the 4' minimum height. 0 2 060" Extruded Aluminum Retaining Angle Design Pressure: 60psf +/- 3" installation Flange Roof dock and firaming * others. All roof datails shall comply with Chapter Is of the Cmrent Edition FBC cad Chaptex 9 of the Cwvw Edition FRG Outer Polycarbonate Dome O3 Inner Polycarbonate Dome .. Sealant 0 Seah mt Tape -Sealant@ — Condensation Gutter Self Flashing Model #12 Stainless Steel Fastener with neoprene gasket. One fastener located equidustant from each comer. (Four fasteners per skylight) #10 X .375" stainless stud fastener Q 4" from each corner, maximum 11" 0 on center. 0.060" Aluminon Frame7O 1 I Minimum # 12 wood screw with O min. 1-3/8" cmbodmcnt into 1 substrate receiving point. Installation holes 3" from each comer, maximum 12" on center. I 1-318" Min. R„bWJ. ^n%WvM P.L RXW PE M0.,*M Digitally signed by Robert J . , Amoroso CW Date: '�� 2018:03:OS• 10:099 �; -05'00' NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI009198-R5 12/30/2007 Structural Maxim M-1256-1 08/21/2017 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAM approved certification label must be applied to the product to claim certification status. Please review and advise NAM if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Maxim Industries, Inc. Series "Dade Self -Flashing" 1630 Terre Colony Court Polycarbonate Glazed Aluminum Skylight Dallas, Texas 75212 Configuration: O Glazing: Exterior Dome -0.118" Hyzod Polycarbonate w/8" rise/Interior Dome -0.118" Hyzod Polycarbonate w/4" rise Overall: W46" DLO: W-39" H-816" H-719" SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: Architectural Testing, Inc. ATI -01-43381.01 December 31, 2021 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2000, Rev. 2 l Project No. 418-0102 1 3/2/18 1 Page 2 of 2 Material Certifications/Component Approvals: Polycarbonate Panel Dome Material: See current Miami -Dade Notice of Acceptance (NOA) for component approval for the following approved material. o Covestro LLC Makrolon Polycarbonate Panels NOA can be found here. Limitations £t Conditions of Use: • This product has been evaluated for use inside the HVHZ (High Velocity Hurricane Zone) • This product is Impact Resistance; therefore, a protective impact -rated device is not required. • Refer to Product Installation Instructions noted above for: Maximum allowable wind loads at related maximum allowable size(s). o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. Certificate of Independence per Product Approval Rule 61G20-3.009 PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. Digitally signed �AMES•q�0-. %�ENs�•..9G-., by Robert J _0,:',` N 49752 •OW Amoruso + •�r • STA E OF ,v� Date. �� . --,;mss •••.0 R %2 P C?��, 2018.03.05 '�' S/ONAL��. 10:09:46 -05'00' Evaluated by: Robert J. Amoruso, P.E. FL PE License No. 49752 ��AI. PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 r/L. 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. ( Report No. 2000, Rev. 2 ) Project No. 418-0102 1 3/2/18 ( Page 1 of 2 Manufacturer I Product Series, Model and/or Description Maxim Industries, Inc Series "DCM" Dade Curb Mount Skylight 1630 Terre Colony Court Series "DSF" Dade Self -Flashing Skylight Dallas, TX 75212 Code: Current Edition of the Florida Building Code including the Wh Edition (2017) Florida Building Code Compliance Methods: Product Approval Rule 61G20 -3.005(1)(D) — Product Evaluation Report by a License Professional Engineer Product Installation Instructions: • MAX0001, Rev. C, dated 3/2/18, signed and sealed by Robert J. Amoruso, Maxim Industries, Inc. Series "DSF" Dade Self -Flashing Skylight, Installation Anchorage Details • MAX0002, Rev. C, dated 3/2/18, signed and sealed by Robert J. Amoruso, Maxim Industries, Inc. Series "DCM" Dade Curb Mount Skylight, Installation Anchorage Details Product Testing: • Architectural Testing Inc. Test Report No. 01-43381.01, dated 01/29/03, signed and sealed by Steve Urich, P.E., testing to TAS 201-94, TAS 202-94 and TAS 203-94 Engineering Analysis & Product Evaluation: The following engineering and/or rational analysis/calculations have been performed. • Anchorage and product verification has been substantiated by calculation (PTC Report. No. 1S91, Rev. 0) prepared, signed and sealed by Robert J. Amoruso, P.E. in accordance with the current edition of the Florida Building Code. Design Pressure Evaluation/Product Evaluation o Drawing No. MAX0001 & MAX0002 • High Velocity Hurricane Zone (HVHZ): YES ■ Outside High Velocity Hurricane Zone (HVHZ): YES ■ Impact Resistant: YES ■ Skylight domes using Covestro LLC Makrolon Polycarbonate Panels (Makrolon® (formerly Hyzod®) is a trade name for Covestro (formerly Bayer Material Sciences). o Architectural Testing Inc. Test Report No. 01-43381.01, dated 01/29/03, signed and sealed by Steve Urich, P.E. ■ Design Pressure Evaluation based on testing • Margin of Safety = positive loading 3 and negative loading 2 for plastic skylight domes applied to Structural Design Pressure per MD FAQ (http://www.miamidade.eov/building/products/skylights.asp) and meeting/exceeding current FBC requirements. • +180/-120 psf Structural Design Pressure o 180/3 = +60 psf & 120/2 = -60 psf DP • +9 psf Water Test Pressure equates to 6.06/.15 = +60 psf DP • Cyclic Test Pressure per TAS 203 was +/-60 psf ■ Design Pressure = +/-60 psf o Performance and Testing Standards ■ TAS 201-94 ■ TAS 202-04 ■ TAS 203-94 � WA ► PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 r/S■r 321-690-1788 1 FBPE Certification of Authorization No. 25935