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HomeMy WebLinkAboutPRODUCT APPROVAL SKYLIGHT3/19/2018 Florida Building Code Online �?. BCIS Home Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Flolida _ SCANNED oo '� : Product Approval ( E .USER: Public User I Pc-:ir.J l,rf.K n Product Approval Menu > Product or Application Search > Application Us t > Application Detall I +—� k FL # FL2418-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Publications i FBC Staff BCIS Site Map Links j Search j proved by DBPR. Approvals by DBPR shall be reviewed and ratified by POC and/or the Commission if necessary. Product Manufacturer Maxim Industries, Inc. Address/Phone/Email 1630 Terre Colony Court Dallas, TX 75212-6221 (214)905-2021 Authorized Signature David Thornton info@maximskylights.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category I Sky Lights Subcategory Skylight Compliance Method I i Certification Mark or Listing Certification Agency I I National Accreditation & Management Institute Validated By National Accreditation & Management Institute I I 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 R11 Eouiv EER2000 Rev2 418-0102 MAX0001-DSF MAX0002- DCM ss.Ddf Product Approval Method Method 1 Option A Date Submitted 03/05/2018 https://www.floddabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgslUBZYvQ3nulYZKWMdraMgWKUpzvyObrMtEioMjFe56Ap/o3d%3d 1/2 3/19/2018 Florida Building Code Online Date Validated 03/06/2018 Date Pending FBC Approval Date Approved 03/09/2018 Summary of Products FL # Model, Number or Name Description 2418.1 Series "DCM" Dade Curb Mount Polycarbonate Glazed Aluminum Skylight Skylight Limits of Use I Approved for use in HVHZ: Yes i Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 I Other: IFL2418 Certification Agency Certificate FL2418 R11 C CAC NI009198.01-R5 DCM.adf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions R11 II MAX0002 RevB DCM ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 I Created by Independent Third Party: Yes Evaluation Reports j F12418 R11 AE PER2000 Rev2 418-0102 MAX0001- DSF MAX0002-DCM ss.Ddf I Created by Independent Third Party: Yes 2418.2 TSerylightles "DSF" Dade Self Flashing Polycarbonate Glazed Aluminum Skylight Limits of Use j Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: +60/-60 - Other: Certification Agency Certificate FL2418 R11 C CAC NI009198-R5 DSF.Ddf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FL2418 R11 II MAX0001 RevC DSF ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes I Evaluation Reports FL2418 R11 AE PER2000 Rev2 418-0102 MAX0001- DSF MAX0002-DCM ss.Ddf I 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, llcensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls 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: Credit Card Safe hftps://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQ I gs1UBZYvQ3nulYZKWMdraMgWKUpzvyObrMtEioMjFe56A%3d%3d 2/2 I NOTIA OF PRODUCT I ERTIFICATION I .TIFICATION NO: NI009198-R5 DATE: 12/30/2007 rION PROGRAM: Structural COMPANY: Maxim CODE: M-1256-1 REVISION DATE: 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 NAMI 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 I Configuration: O Glazing: Exterior Dome-0.118" Hyzod Polycarbonate w/8" rise/Interior Dome-0.118" Hyzod Polycarbonate w/4" rise Overall: W-416" DLO: W-39" H-816" H-719" SPECIFICATION PRODUCT RATING i TAS 201/202/203-94 ' Design Pressure: +601-60 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: Administrator's I Architectural Testing, Inc. ATI-01-43381.01 December 31, 2021 I Mra,• i NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 MAXIM INDUSTRIES, INC. SERIES "DSF" DARE SELF -FLASHING SKYLIGHT INSTALLATION ANCHORAGE DETAILS GENERAL NOTES: INSTALLATION NOTES: 3' MAX. FROM 12" MAX. 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH CORNERS TYP. O.C. TYP. VELOCITY HURRICANE ZONE (HVHZ) OF THE CURRENT (H 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH EDITION OF THE FLORIDA BUILDING CODE (FBC). THE ANCHOR LOCATION SHOWN. PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT ATI 0143381.01 AND 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE ASSOCIATED LABORATORY DRAWINGS. THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 3" MAX. FROM _ " PRODUCT INSTALLATION. 2. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A CORNERS TYP. , MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3. FOR INSTALLATION INTO WOOD ROOF DECK, USE #12 WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 318_ LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS ENGINEER OR ARCHITECT OF RECORD. 1 INCH. 3.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT WALL FINISHES, INCLUDING BUT NOT LIMITED TO PROTECTIVE SYSTEM IS NOT REQUIRED, STUCCO, FOAM, BRICK VENEER AND SIDING. 12" MAX. -4: MATERIALS:- - - - - — ___ _ _ _ ___ 5.INSTALLATION ANCHORS SHALL BE INSTALLED IN O.C. TYP. 4.1. SKYLIGHT FRAME: 6063-T6 EXTRUDED ALUMINUM. - - --ACCORDANCE WITH. ANCHOR MANUFACTURER'S 42. SKYLIGHT INNER AND OUTER DOME MATERIAL• INSTALLATION INSTRUCTIONS AND ANCHORS SHALL MAKROLON POLYCARBONATE BY COVESTRO, LLC PER NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS CURRENT MIAMI-DADE NOA COMPONENT APPROVAL THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER .. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.42. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 — NOTES, ELEVATION & ANCHOR LAYOUT 2 SECTION VIEWS DESIGN PRESSURE RATING (PSF) IMPACT RATING t60.0 LARGE MISSILE IMPACT I U W o LU U Q%o cc IF v� N � EL Ov CL QC a Q j U fa Q F Q Z O J U w FC K 12 44.50" MAX. O.A. D.L.O. WIDTH RobertJ. Amomo, P.E. 48" MAX. O.A. INT. Roaaa P.F_ No. 49752 SKYLIGHT FRAME WIDTH j�YFB• �o04P�G[NyF �'pGil". 491/4' MAX. O.A. DOME FRAME.WIDTH 59! a O ............ °' 54" MAX. O.A. FLANGE WIDTH Digitally signed by ELEVATION & ANCHOR RobertJ Amoruso LAYOUT Date: 2018.03.05 10:08:55-05'00' 1. Minimum #12 fastener by others. Pre -punched installation holes 3" from each comer, maximum 12" on center. Minimum penetration=1-3/8". m a 2. .080" X 1.5" X 1.75" 6063-T6 extruded aluminum retaining angle. Aluminum angle mitered and welded @ four comers. o " 3 3. 47.5" X 95.5" UV Enhanced outer Makrolon Polycarbonate Dome by Covestro, LLC @ 8' height on test sample (dome height varies per skylight size but not less than the larger of c ? o 10% of the dome's span or 4'). C6 4. 7.5" X 95.5' 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 larger of ci 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. v o 6. Sealant tape.l" X .125" located between outer and Inner domes. 7. 6053-T6 extruded aluminum frame. Aluminum frame mitered and welded @ four comers. z a e W a 8. #12 X 1.75" fastener. One fastener located equidistant from each comer. Four fasteners per skylight a a 9. #10 X .37518-8 stainless steel fastener. Located 4" from each comer, 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. Width and/or height of tested unit cannot be o m a exceeded. 11. Minimum distance = 4" from angle lip to roof surface for shingles or BUR without Insulation. For Insulation and the roof add the height and Insulation thickness to the 4" minimum height o Outer Polycarbonate Dome 0 Inner Polyearbonate Dome ® 3 #12 Stainless Steel Fastener with F m neoprene gasket. One fastener ® t� located equidustant from each z o a i Sealant O comer. (Four fasteners per W� N s N 3 skylight) 'm' o 5 Sealant Tape © 0 W o #10 X .375" stainless steel fastener @ u w tit Sealant 5O 4" from each comer, maximum 11" 9O z<w Condensation Gutter on center. o 0 0 R s - - - -.060"-Extruded Aluminum - - - _ -- --_ -- - 0.060" Aluminum Flame O F o O Retaining Angle -- — — - - --- -- - - N 1 ` Design Pressure: 60psf +/- i �g � 11 Minimum #12 wood screw with min. 1-3/8" embedment into 1 O 3" Installation Flange substrate receiving point. Installation holes 3" from each - comer, maximum 12" on center. RobertJ.Ammar. P.E. Redder P.E. No. 48762 1-3/8" Min. Digitally by Self Flashing Model Embedment signed J ,�d�w•••. Robert) Roof deck and framing by others. All : om`I GeNSFk"o�p., roof details shall comply with Amoruso Chapter 15 of the Current Edition z9s �,•,E'oti F ice= Date: FBC and Chapter 9 of the Current Edition FRC. 2018.03.05 10:09:09 -05,00, Product Evaluation Report Rule 61G20-3 F.A.C. .I Report No. 2000, Rev. 2 Manufacturer Maxim Industries, Inc 1630 Terre Colony Court No. 418-0102 1 3/2/18 1 Page 1 of 2 � Product Series, Model and/or Description Series "DCM" Dade Curb Mount Skylight Series "DSF" Dade Self -Flashing Skylight Dallas, TX 75212 1 Code: Current Edition of the Florida Building Code including the 0 Edition (2017) Florida Building Code I Compliance Methods: Product Approval Rule Engineer Product Installation Instructions: — Product Evaluation Report by a License Professional 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 It Product Evaluation: The following ingineering 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. I I • 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. I ■ 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. 1 +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,1 203 was +/-60 psf ■ Design Pressure =+/-60 psf o Performance and Testing Standards ■ TAS 201-94 ■ TAS 202-04 ■ TAS 203-94 PTC Product Design Group; LLC I PO Box 520775 Longwood, FL 32752-0775 r/S■r 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2000, Rev. 2 1 Material Certifications/Component Approvals: • Polycarbonate Panel Dome Material: See current Miar approval for the following approved material. o Covestro LLC Makrolon Polycarbonate Panels Limitations Et Conditions of Use: No. 418-0102 1 3/2/18 1 Page 2 of 2 Notice of Acceptance (NOA) for component can be found here. • 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 maxim m 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 611320-3.009 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 SaMES 4 fArA � �cerusF.��Gn,, by Robert J - 49752 = Amoruso C �:• STA E OF :�4 Date: 2018.03.05 0NAL' 10:09:46-05'00' Evaluated by: Robert J. Amoruso, P.E. FL PE License No. 49752 ��Allliiliiir PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 rsAW 321-690-1788 1 FBPE Certification of Authorization No. 25935