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Home My WebLink AboutPRODUCT APPROVAL SKYLIGHT1/7/2021 Florida Building Code Online ProfessionalRegulation L AL r BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links Search FI 17da r Product Approval D,,-. �` 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 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 Product Approval Method 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 R12 Equiv EER2000 Rev3 420-0609 MAX0001-DSF MAX0002- DCM ss.pdf Method 1 Option A Date Submitted 09/25/2020 www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsl UBZYvQ3nulYZKWMdraMgAbkXDncpzjDVEkyj%2b9dN2g%3d%3d 1/2 1/7/2021 Florida Building Code Online Date Validated 09/29/2020 Date Pending FBC Approval Date Approved 10/07/2020 Date Revised 11/16/2020 Summary of Products Description 2418.1 Series "DCM" Dade Curb Mount Polycarbonate Glazed Aluminum Skylight Sk li ht Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2418 R12 C CAC NI009198.01-R5 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 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 Polycarbonate Glazed Aluminum Skylight 2418.2 Series "DSF Dade Self Flashing Skylight Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2418 R12 C CAC NI009198-R5 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 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: ® tJ Credit Cprd Safe www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsl UBZYvQ3nulYZKWMdraMgAbkXDncpzjDVEkyj%2b9dN2g%3d%3d 2/2 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2000, Rev. 3 1 Project No. 420-0609 1 9/24/20 1 Page 1 of 2 Manufacturer I Product Series. Model and/or Descriotion 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 7' 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 Et 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 0 180/3 = +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 0 Performance and Testing Standards ■ TAS 201-94 ■ TAS 202-04 ■ TAS 203-94 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 rffL 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2000, Rev. 3 1 Project No. 420-0609 1 9/24/20 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 Plaskolite, LLC Tuffak Polycarbonate Panels NOA can be found here. Limitations Et 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 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 rffL 321-690-1788 1 FBPE Certification of Authorization No. 25935 m 1 M INDUSTRIES, INC. SERIES "DCM" DADE CURB MOUNT SKYLIGHT o �w co �2 Z ANCHORAGE DETAILS w ° m ° () DwaINSTALLATION om 0 o W N N � W H N J O w Q o d O v 0 v Q rL D a- D d 0 U I m 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. 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. 2. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A 3. FOR INSTALLATION INTO WOOD ROOF DECK, USE #12 MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 3/8 WITHSTANDING AND TRANSFERRING APPLIED PRODUCT INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE 1 INCH. 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. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 --- NOTES, ELEVATION & ANCHOR LAYOUT 2 --- SECTION VIEWS 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. 4" MAX. FROM CORNERS TYP. I I 4" MAX. FROM CORNERS TYP. DESIGN PRESSURE RATING (PSF) IMPACT RATING LARGE MISSILE ±60.0 IMPACT 10.50" MAX. O.C. TYP. 10.50" MAX. O.C. TYP. I I I I t t t t 48" MAX. O.A. FIXED D.L.O. WIDTH 518" MAX. O.A. CURB WIDTH 52� 6" MAX. O.A. WIDTH ub" 3„ 994 MAX. O.A. MAX. FIXED O.A. D.L.O. CURB IFNnTH LENGTH ELEVATION & ANCHOR LAYOUT EXTERIOR VIEW 100$" MAX. O.A. LENGTH L) Z) CD H J� YO F J N O Lu a 0 O 0 XLL Z <co z a o N 0 w _ N Z 0 N Z� �O U U Q LLLIIZ� rl- �U z mU) Z Z [Ifxs (J)O H p <w o 6)j W Of 0 U Vj U Z o Z w w a J J X w p p� CD c Uw `a LL E co p u J w C0� wp o M ryZ w z� o U) m��z } 000d tt] U m UOO. '�f O a Z ' J d a O � a Robert J. Amoruso, P.E. Florida P.E. No. 49752 Digitally signed by ��tVR�$...... Robert J , Amoruso Date: 2020.09.24 it gill's 09:25:09 -04'00' 1. Minimum #12 fastener by others. Pre -punched installation holes 4" from each corner, maximum 10.5" on center. Minimum penetration = 1-3/8". CD 2. .060" X 1.5" X 1.75" 6063-T6 extruded aluminum retaining angle. Aluminum angle mitered and welded @ four corners. N N a o 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 °' o � less than the larger of 10% of the dome's span or 4"). w 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 m m Z less than the larger of 10% of the dome's span or 4"). w 0 0 0 o 0- 5. OSI PR256 urethane sealant. Located between aluminum retaining angle and outer dome & between inner dome and aluminum frame. o u N ui N w w 6. Sealant tape. 1" X .125" located between outer and inner domes. a v v Q 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. C) mLU 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 � 0 the 4" minimum height. = o z ° Z W o o N Outer Polycarbonate Dome T co U H Z O Z Inner Polycarbonate Dome O4 W } N Z tq O � LO .. #12 Stainless Steel Fastener with Z m w z U w neoprene gasket. One fastener N o Z o located equidustant from each 8O Z w Q w 678 corner. (Four fasteners per �_ Q Q W Sealant SO skylight) X w co ° Sealant Tape O `� LL w co Sealant #10 X .375" stainless steel fastener @ LU E k<.- 4" from each corner, maximum 11" o 0 Condensation Gutter on center. m o m o O060" Extruded Aluminum o 0 a 0 Retaining Angle =m Sealant 0.060" Aluminum Frame Minimum #12 wood screw with min. 5 1 1-3/8" embedment into substrate receiving point. Installation holes 4" from each corner, maximum 10.5" on 11 center. 1-3/8" Min. Design Pressure: 60psf +/- Embedment Robert J. Amoruso, P.E. Florida P.E. No. 49752 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. Curb Mount Model Digitally signed by Robert J Amoruso Date: 2020.09.24 09:25:25 -04'00'