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HomeMy WebLinkAboutAPPROVED SOLARTUBE PRODUCT APPROVAL3/4/22, 1:05 PMFlorida Building Code Online Page 1 of 3https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvbNMrFzeKy%2f1KmV0Qij13NBf%2fOa%2bHXWIM8lLrr4sGTmg%3d%3d 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 #FL32178-R1 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 Solatube International, Inc Address/Phone/Email 2210 Oak Ridge Way Vista, CA 92081 (760) 597-4427 tanderson@solatube.com Authorized Signature Todd Anderson tanderson@solatube.com Technical Representative Todd Anderson Address/Phone/Email 2210 Oak Ridge Way Vista, CA 92081 (760) 597-4427 tanderson@solatube.com Quality Assurance Representative Address/Phone/Email Category Sky Lights Subcategory Skylight Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard)Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 13A ASTM E1996 14A TAS 201 1994 TAS 202 1994 TAS 203 1994 3/4/22, 1:05 PMFlorida Building Code Online Page 2 of 3https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvbNMrFzeKy%2f1KmV0Qij13NBf%2fOa%2bHXWIM8lLrr4sGTmg%3d%3d Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL32178_R1_Equiv_EER_2664_Rev1_SOLA0016_ss.pdf Product Approval Method Method 1 Option A Date Submitted 11/17/2020 Date Validated 12/10/2020 Date Pending FBC Approval Date Approved 12/18/2020 Summary of Products FL #Model, Number or Name Description 32178.1 Impact 290 DS Low Profile Tubular Daylight Device Impact 290 DS Low Profile Tubular Daylight Device - HVHZ - LMI Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-100 Other: Certification Agency Certificate FL32178_R1_C_CAC_110-129_C0R2.pdf Quality Assurance Contract Expiration Date 04/14/2024 Installation Instructions FL32178_R1_II_SOLA0016_Rev0_290DS-LPF-HC-REG_ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL32178_R1_AE_PER_2664_Rev1_SOLA0016_ss.pdf Created by Independent Third Party: Yes 32178.2 Impact 290 DS Low Profile Tubular Daylight Device Impact 290 DS Low Profile Tubular Daylight Device - Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-100 Other: Certification Agency Certificate FL32178_R1_C_CAC_110-128_C0R1.pdf FL32178_R1_C_CAC_110-206_C0R1.pdf Quality Assurance Contract Expiration Date 04/09/2024 Installation Instructions FL32178_R1_II_SOLA0016_Rev0_290DS-LPF-HC-REG_ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL32178_R1_AE_PER_2664_Rev1_SOLA0016_ss.pdf Created by Independent Third Party: Yes 32178.3 Non-Impact 290 DS Low Profile Tubular Daylight Device Impact 290 DS Low Profile Tubular Daylight Device - Non- Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +100/-100 Other: Certification Agency Certificate FL32178_R1_C_CAC_110-127_C0R1.pdf Quality Assurance Contract Expiration Date 04/09/2024 Installation Instructions FL32178_R1_II_SOLA0016_Rev0_290DS-LPF-HC-REG_ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL32178_R1_AE_PER_2664_Rev1_SOLA0016_ss.pdf Created by Independent Third Party: Yes Back Next 3/4/22, 1:05 PMFlorida Building Code Online Page 3 of 3https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvbNMrFzeKy%2f1KmV0Qij13NBf%2fOa%2bHXWIM8lLrr4sGTmg%3d%3d 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: 62/$78%(,17(51$7,21$/,03$&7$1'121,03$&7'6/2:352),/(78%8/$5'$</,*+7'(9,&(,167$//$7,21$1&+25$*('(7$,/6PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.FL P.E. No. 49752GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) REQUIREMENTS,INCLUDING AND EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES STATED HEREIN AS FOLLOWS.1.1.LIMITS OF USE FOR 290 DS LOW PROFILE TUBULAR DAYLIGHT DEVICE:1.1.1.FL32178.1, IMPACT RESISTANT AND APPROVED FOR USE IN AND OUTSIDE THE HVHZ.1.1.2.FL32178.2, IMPACT RESISTANT AND APPROVED FOR USE OUTSIDE THE HVHZ ONLY.1.1.3.FL32178.3, NON- IMPACT RESISTANT AND APPROVED FOR USE OUTSIDE THE HVHZ ONLY.1.2.SEE DESIGN PRESSURE RATING TABLE ON SHEET 2 FOR DESIGN PRESSURES AND GLAZING REQUIREMENTS FOR ABOVE.2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE FOLLOWING SIGNED AND SEALED TEST REPORTS BY INTERTEK ANDASSOCIATED LABORATORY STAMPED DRAWINGS.2.1.TEST REPORT NO. SIGNED AND SEALED BY TYLER WESTERLING, FL P.E. NO. 72012.01-303-44, AAMA/WDMA/CSA 101/1.S.2/A440-08.2.2.TEST REPORT NO. J2410.02-303-44, TAS 201-94, TAS 202-94, TAS 203-94, ASTM E1886-13A AND ASTM E1996-14A, SIGNED AND SEALED BY TYLERWESTERLING, FL P.E. NO. 72012.3.THE PRODUCT HAS BEEN TESTED TO AAMA/WDMA/CSA 101/1.S.2/A440-08, ASTM E1886-13A AND ASTM E1996-14A AND TAS 201, TAS 202 AND TAS203.3.1.THE DESIGN PRESSURES SHOWN IN DESIGN PRESSURE RATING TABLE ON SHEET 2 OF THIS DRAWING ARE BASED ON THE LOWER OF TESTREPORT NO. 72012.01-303-44 AND J2410.02-303-44 RESULTS FOR STATIC TEST RESULTS DIVIDED BY A FACTOR OF SAFETY OF 2 OR CYCLICLOADING TEST RESULTS.4.PLASTIC COMPONENTS OF THE SOLATUBE TUBULAR DAYLIGHT DEVICE HAVE BEEN EVALUATED TO THE REQUIREMENTS OF THE CURRENTEDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY ZONE AND ARE IN COMPLIANCE AS DOCUMENTED IN PRODUCTEVALUATION REPORT NO. 2664, BY ROBERT J. AMORUSO, P.E.5.ADEQUACY OF THE EXISTING STRUCTURAL ROOF SHEATHING AND SUPPORTING 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEMCAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITECONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.7.THIS PRODUCT EVALUATION DOCUMENT ADDRESSES THE STRUCTURAL ATTACHMENT OF THE SKYLIGHT/TUBULAR DAYLIGHT DEVICE TO THE ROOFSHEATHING ONLY. PREPARATION OF THE ROOF SHEATHING AND ROOF COVERING(S) TO RECEIVE THE SKYLIGHT/TUBULAR DAYLIGHT DEVICE SHALL BEPER THE MANUFACTURER'S INSTRUCTIONS AND COMPLIANT WITH CHAPTER 15 OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE ANDCHAPTER 9 OF THE CURRENT EDITION OF THE FLORIDA RESIDENTIAL CODE.8.IN ACCORDANCE WITH THE CURRENT EDITION FBC, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUMSKYLIGHT FRAMING SHALL HAVE BEEN PROTECTED.9.GLAZING:9.1.SEE SHEET 2, GLAZING DETAILS FOR APPROVED GLAZING SELECTIONS.9.2.GLAZING HAS BEEN REVIEWED AGAINST ASTM E1300-12AE1 AND FOUND TO BE ACCEPTABLE.9.3.LAMINATE INTERLAYER SAFLEX PVB BY EASTMAN CHEMICAL CO. PER LATEST MD NOA.9.4.ALL GLAZING SEAL/GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. SEAL/GASKETMATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE.INSTALLATION NOTES:1.ONE (1) #10 INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN ONSHEETS 2, 3 AND 7.2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OFANCHORS TO BE USED FOR PRODUCT INSTALLATION. ALL UNITS REQUIRE EIGHT (8)ANCHORS MINIMUM LOCATED AT ALL CORNERS. ANCHOR ENGINEERING BASED ONENGAGEMENT INTO ROOF SHEATHING AND NOT 2X ROOF FRAMING.2.1.INSTALLATION SHALL BE INTO 7/16" MINIMUM THICKNESS ROOF SHEATHING (SEE NOTE6 BELOW).2.2.OPTIONAL INSTALLATION DETAILS A AND B ON SHEET 7 ARE FOR ILLUSTRATIVEPURPOSES ONLY. IF TDD INSTALLATION LOCATION REQUIRES ANCHORS TO ENGAGEINTO 2X FRAMING, THAT IS ACCEPTABLE.3.ANCHOR REQUIREMENTS - ROOF SHEATHING3.1.FOR INSTALLATION INTO 7/16" MINIMUM THICKNESS ROOF SHEATHING (SEE NOTE 6BELOW), USE A #10 TYPE AB PAN HEAD, ROUND HEAD OR TRUSS HEAD TAPPINGSCREWS MEETING ASME/ANSI B18.6.4 OF SUFFICIENT LENGTH TO ENSUREPROTRUDING SCREW THREADS AT LEAST 1/2" BEYOND THE INTERIOR SURFACE OFROOF SHEATHING. EDGE DISTANCE FROM CENTERLINE OF SCREW TO EDGE OFSHEATHING SHALL BE AT LEAST 3/4 INCH.3.2.FOR INSTALLATION THROUGH ROOF SHEATHING INTO 2X WOOD ROOF FRAMING (SEENOTE 6 BELOW), USE A #10 TYPE AB PAN HEAD, ROUND HEAD OR TRUSS HEADTAPPING SCREWS MEETING ASME/ANSI B18.6.4 OF THE SAME LENGTH AS REQUIRED INNOTE 3.1 ABOVE. EDGE DISTANCE FROM CENTERLINE OF SCREW TO EDGE OFSHEATHING SHALL BE AT LEAST 3/4 INCH.4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ROOF FINISHES.5.INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE ACORROSION RESISTANT COATING.6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATEMATERIALS WITH THE FOLLOWING PROPERTIES. ROOF SHEATHING THICKNESS, GROUP ORGRADE MAY BE MANDATED BY JURISDICTION REQUIREMENTS, THEREFORE THICKNESSAND GROUP/GRADE SHOWN BELOW WILL BE CONSIDERED MINIMUM.6.1.7/16" THICK PLYWOOD - SPECIES GROUP 1 OR 2 (APA VOLUNTARY PRODUCTSTANDARD PS 1) MINIMUM.6.2.7/16" OSB - SHEATHING GRADE (APA VOLUNTARY PRODUCT STANDARD PS 2) MINIMUM.7.INSTALLATION/MOUNTING CONDITIONS AND LIMITATIONS OF USE AS REQUIRED BY THEFOLLOWING SECTIONS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC)AND FLORIDA RESIDENTIAL CODE (FRC) SHALL BE MET.7.1.FBC, SECTION 2405, SLOPED GLAZING AND SKYLIGHTS7.2.FBC, SECTION 2610, LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING7.3.FRC, SECTION R308, SKYLIGHTS AND SLOPED GLAZING8.INSTALLATION OF A SKYLIGHT WITHOUT A CURB SHALL BE PERMITTED ON ROOFS WITH AMINIMUM SLOPE OF 14 DEGREES (3:12) IN GROUP R-3 OCCUPANCIES. FOR LOW PROFILEROOFING TILES UTILIZE A SOLATUBE 2.5" HIGH TURRET9.ALL UNIT SKYLIGHTS INSTALLED IN A ROOF WITH A PITCH FLATTER THAN 14 DEGREES (3:12)SHALL BE EITHER:9.1.MOUNTED AT LEAST 4 INCHES ABOVE THE PLANE OF THE ROOF ON A CURBCONSTRUCTED AS REQUIRED FOR THE FRAME UNLESS OTHERWISE SPECIFIED IN THEMANUFACTURER’S INSTALLATION INSTRUCTIONS, OR9.2.MOUNTED UTILIZING A SOLATUBE 2.5" HIGH TURRET.10.A CURB CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR THE TYPE OFCONSTRUCTION CLASSIFICATION, BUT AT LEAST 4 INCHES ABOVE THE PLANE OF THEROOF BY OTHERS IS ALLOWED. ADDITIONAL INSTALLATION DETAILING AND ENGINEEREDINSTALLATION EVALUATION BY A LICENSED DESIGN PROFESSIONAL WILL BE REQUIREDFOR SUBMITTAL IN ADDITION TO THIS PRODUCT EVALUATION DOCUMENT.Digitally signed by Robert J Amoruso Date: 2020.12.09 15:02:59 -05'00' 127(66758&785$/(/(0(176 3/<:22'5$)7(56'5<:$//(7& %<27+(56 6+2:1)255()(5(1&(21/<$//78%(-2,176 6($067$3(':,7+)2,/7$3( 1276+2:1 6((3$*()25$/7(51$7(',))86(5&21),*85$7,216,7(05(&7$1*8/$5)2$0256($/$17%($'$$‘6(&7,21$$&%'(7$,/%)/$6+,1*6+2:1:,7+237,21$/7$//7855(7(;7(16,21  606)$67(1(56'(7$,/&PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.FL P.E. No. 49752Digitally signed by Robert J Amoruso Date: 2020.12.09 15:03:13 -05'00' ''  )/$7)/$6+,1*7232))/$6+,1*((  )/$77,/()/$6+,1*7232))/$6+,1*'6/2:352),/(77')/$6+,1*237,216)/$6+,1*)$67(1(563$&,1*)/$7)/$7 3,7&+(';)/$6+,1*)$67(1(56127($/62$9$,/$%/(,1+,*+7855(7)25/2:352),/(522),1*7,/(6PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.FL P.E. No. 49752Digitally signed by Robert J Amoruso Date: 2020.12.09 15:03:24 -05'00' 7,(5'523 ',))86(5$66(0%/< 237,9,(: ',))86(5$66(0%/< -867)5267 ',))86(5$66(0%/< $8525$*/2 ',))86(5$66(0%/<PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.FL P.E. No. 49752Digitally signed by Robert J Amoruso Date: 2020.12.09 15:03:35 -05'00' '662/$78%(81,9(56$//,*+7.,7-%2;3529,'('%<27+(56))6(&7,21))*'(7$,/*PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.FL P.E. No. 49752Digitally signed by Robert J Amoruso Date: 2020.12.09 15:03:47 -05'00' '662/$78%('$</,*+7',00(5127('$</,*+7',00(5$66(0%/<6+2:1$66(0%/('72'6%27720$1*/($'$37(5++6(&7,21++-'(7$,/(PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.FL P.E. No. 49752Digitally signed by Robert J Amoruso Date: 2020.12.09 15:03:59 -05'00' #10 INSTALLATION SCREW(8 TOTAL)SEALANTBUILT-UPROOFING5'%6+10&Ä&ROOFSHEATHINGFLASHING0,1(0%('0(17&551.#67$'(.#5*+0)+056#..#6+1010411(5*'#6*+0)10.; 5''+056#..#6+10016'105*''6 522))5$0(6833257)5$0(63$&,1*ȭȭ)$67(1(563$&,1*(4#/+0)&'6#+.#(4#/+0)&'6#+.$522))5$0(6833257)5$0(63$&,1*ȭȭ)5$0(63$&,1*SEALANTBUILT-UPROOFINGROOFSHEATHINGFLASHING0,1(0%('0(17'#10 INSTALLATION SCREW(8 TOTAL)'((ROOF COVERING BY OTHERSROOF COVERING BY OTHERS522))5$0,1*1275(4 ')25,167$//$7,216((,167$//$7,21127(6+((75'%6+10'Ä'$8;,/$5<)5$0,1*1275(4 ')25,167$//$7,216((,167$//$7,21127(6+((7#10 INSTALLATION SCREW, TYP.#10 INSTALLATION SCREW, TYP.#10 INSTALLATION SCREW, TYP.&551.#67$'(.#5*+0)+056#..#6+1010411(5*'#6*+0) :(4#/+0) 5''+056#..#6+10016'105*''6 PTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comTITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:PREPARED BY:PROJECT NUMBER:BYDATEDESCRIPTIONREVRobert J. Amoruso, P.E.FL P.E. No. 49752Digitally signed by Robert J Amoruso Date: 2020.12.09 15:04:09 -05'00'