The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL SKYLIGHT1/7/2021 Florida Building Code Online www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs1UBZYvQ3nuIYZKWMdraMqAbkXDncpzjDVEkyj%2b9dN2g%3d%3d 1/2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL2418-R12 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Maxim Industries, Inc. Address/Phone/Email 1630 Terre Colony Court Dallas, TX 75212-6221 (214) 905-2021 info@maximskylights.com Authorized Signature David Thornton info@maximskylights.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sky Lights Subcategory Skylight Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard)Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL2418_R12_Equiv_EER2000_Rev3_420-0609_MAX0001-DSF_MAX0002- DCM_ss.pdf Product Approval Method Method 1 Option A Date Submitted 09/25/2020 1/7/2021 Florida Building Code Online www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs1UBZYvQ3nuIYZKWMdraMqAbkXDncpzjDVEkyj%2b9dN2g%3d%3d 2/2 Date Validated 09/29/2020 Date Pending FBC Approval Date Approved 10/07/2020 Date Revised 11/16/2020 Summary of Products FL #Model, Number or Name Description 2418.1 Series "DCM" Dade Curb Mount Skylight Polycarbonate Glazed Aluminum Skylight Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Certification Agency Certificate FL2418_R12_C_CAC_NI009198.01-R5_DCM.pdf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FL2418_R12_II_MAX0002_RevD_DCM_SS.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL2418_R12_AE_PER2000_Rev3_420-0609_MAX0001- DSF_MAX0002-DCM_ss.pdf Created by Independent Third Party: Yes 2418.2 Series "DSF" Dade Self Flashing Skylight Polycarbonate Glazed Aluminum Skylight Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Certification Agency Certificate FL2418_R12_C_CAC_NI009198-R5_DSF.pdf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FL2418_R12_II_MAX0001_RevD_DSF_SS.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL2418_R12_AE_PER2000_Rev3_420-0609_MAX0001- DSF_MAX0002-DCM_ss.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement 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 electronic 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 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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 address, 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., please click here . Product Approval Accepts: Product Evaluation Report Rule 61G20-3 F.A.C. | Report No. 2000, Rev. 3 | Project No. 420-0609 | 9/24/20 | Page 1 of 2 PTC Product Design Group, LLC | PO Box 520775 | Longwood, FL 32752-0775 321-690-1788 | FBPE Certification of Authorization No. 25935 Manufacturer Product Series, Model and/or Description Maxim Industries, Inc 1630 Terre Colony Court Dallas, TX 75212 Series “DCM” Dade Curb Mount Skylight Series “DSF” Dade Self-Flashing Skylight Code: Current Edition of the Florida Building Code including the 7th Edition (2020) 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. D, dated 9/24/20, signed and sealed by Robert J. Amoruso, Maxim Industries, Inc. Series “DSF” Dade Self-Flashing Skylight, Installation Anchorage Details • MAX0002, Rev. D, dated 9/24/20, 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. 1591, 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 Plaskolite, LLC Tuffak Polycarbonate Panels (formally Covestro Makrolon Polycarbonate Panels – sold to Plaskolite in 2018). 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.gov/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 Product Evaluation Report Rule 61G20-3 F.A.C. | Report No. 2000, Rev. 3 | Project No. 420-0609 | 9/24/20 | Page 2 of 2 PTC Product Design Group, LLC | PO Box 520775 | Longwood, FL 32752-0775 321-690-1788 | FBPE Certification of Authorization No. 25935 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 Plaskolite, LLC Tuffak Polycarbonate Panels NOA can be found here. Limitations & 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: o 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 as referenced in the current edition of the Florida Building Code) 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. Evaluated by: Robert J. Amoruso, P.E. FL PE License No. 49752 BYDATESMC2OF02/24/10MAX0002SERIES "DCM" DADE CURB MOUNT SKYLIGHTDESCRIPTIONREVTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:MAXIM INDUSTRIES, INC1630 TERRE COLONY COURTDALLAS, TX 75212Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comPREPARED BY:BUPDATE TO CURRENTMAT'L. CERT.12/11/13RJAN/APROJECT #420-0609DCUPDATE TO 6TH ED.(2017) FBC3/2/18RJADUPDATE TO 7TH ED.(2020) FBC9/24/20RJAELEVATION & ANCHOR LAYOUT EXTERIOR VIEW 4" MAX. FROM CORNERS TYP. 10.50" MAX. O.C. TYP. 4" MAX. FROM CORNERS TYP. 10.50" MAX. O.C. TYP.1007 8" MAX. O.A. LENGTH 5213 16" MAX. O.A. WIDTH 48" MAX. O.A. FIXED D.L.O. WIDTH 515 8" MAX. O.A. CURB WIDTH 96" MAX. O.A. FIXED D.L.O. LENGTH 993 4" MAX. O.A. CURB LENGTH MAXIM INDUSTRIES, INC. SERIES DCM DADE CUR% M2UNT S.</I*+T INSTA//ATI2N ANC+2RA*E DETAI/S INSTALLATION NOTES: 1.ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3.FOR INSTALLATION INTO WOOD ROOF DECK, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 3/8 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 1 INCH. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 5. 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. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.42.NOTES, ELEVATION & ANCHOR LAYOUT11 2 SHEET REV. TABLE OF CONTENTS SHEET DESCRIPTION NOTES, ELEVATION & ANCHOR LAYOUT SECTION VIEWS --- --- DESIGN PRESSURE RATING (PSF)IMPACT RATING LARGE MISSILE IMPACT±60.0 GENERAL NOTES: 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC). THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT ATI 01-43381.01 AND ASSOCIATED LABORATORY DRAWINGS. 2.ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. 4.MATERIALS: 4.1.SKYLIGHT FRAME: 6063-T6 EXTRUDED ALUMINUM. 4.2.SKYLIGHT INNER AND OUTER DOME MATERIAL: TUFFAK POLYCARBONATE BY PLASKOLITE, LLC PER CURRENT MIAMI-DADE NOA COMPONENT APPROVAL. Digitally signed by Robert J Amoruso Date: 2020.09.24 09:25:09 -04'00' BYDATESMC2OF02/24/10MAX0002SERIES "DCM" DADE CURB MOUNT SKYLIGHTDESCRIPTIONREVTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:MAXIM INDUSTRIES, INC1630 TERRE COLONY COURTDALLAS, TX 75212Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comPREPARED BY:BUPDATE TO CURRENTMAT'L. CERT.12/11/13RJAN/APROJECT #420-0609DCUPDATE TO 6TH ED.(2017) FBC3/2/18RJADUPDATE TO 7TH ED.(2020) FBC9/24/20RJA0.060" Aluminum Frame #10 X .375" stainless steel fastener @ 4" from each corner, maximum 11" on center. #12 Stainless Steel Fastener with neoprene gasket. One fastener located equidustant from each corner. (Four fasteners per skylight) Design Pressure: 60psf +/- Roof deck and framing by others. All roof details shall comply with Chapter 15 of the Current Edition FBC and Chapter 9 of the Current Edition FRC. Minimum #12 wood screw with min. 1-3/8" embedment into substrate receiving point. Installation holes 4" from each corner, maximum 10.5" on center. Condensation Gutter Sealant Sealant Sealant Tape Sealant 1.Minimum #12 fastener by others. Pre-punched installation holes 4" from each corner, maximum 10.5" on center. Minimum penetration = 1-3/8". 2..060" X 1.5" X 1.75" 6063-T6 extruded aluminum retaining angle. Aluminum angle mitered and welded @ four corners. 3.52.5" X 100.375" UV Enhanced outer Tuffak Polycarbonate Dome by Plaskolite, 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 4"). 4.52.5" X 100.375" UV Enhanced inner Tuffak Polycarbonate Dome by Plaskolite, LLC @ 4" height on test sample (dome height varies per skylight size but not less than the larger of 10% of the dome's span or 4"). 5.OSI PR256 urethane sealant. Located between aluminum retaining angle and outer dome & between inner dome and aluminum frame. 6.Sealant tape. 1" X .125" located between outer and inner domes. 7.6063-T6 extruded aluminum frame. Aluminum frame mitered and welded @ four corners. 8.#12 X 1.75" fastener. One fastener located equidistant from each corner. Four fasteners per skylight. 9.#10 X .375 18-8 stainless steel fastener. Located 4" from each corner, maximum 11" on center. 10.All units equal to or less than the total square footage or the test specimen, 36 square feet, will be accepted under this approval. 11.Minimum distance = 4" from angle lip to roof surface for shingles or BUR without insulation. For insulation and tile roof add tile height and insulation thickness to the 4" minimum height. 1 5 6 5 8 9 75 Curb Mount Model 1-3/8" Min. Embedment .060" Extruded Aluminum Retaining Angle Inner Polycarbonate Dome Outer Polycarbonate Dome 3 4 2 11 SECTION VIEWS2Digitally signed by Robert J Amoruso Date: 2020.09.24 09:25:25 -04'00'