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Home My WebLink AboutProduct Approval 8127/2019 Florida Building Code Online Business & Professional Regulation r ' BCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact us I BCIS Site Map I Links search Florida RECEIVED OProduct Approval`„iUSER:Public User �R AUG 2 7 nil,q I, Product Approval Menu>Product or Application Search>Qgplication List>Appllcatlon D II FL# FL17022-R7 ST. Lucie County, Permitting • Application Type Revision Code Version 2017 Application Status Approved Comments 08/18/2017v.date reapply 08/21/17 Archived O Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 richard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing >,. Subcategory Metal Roofing in Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest,P.E. C+ Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRp/o2bGxHGxFe5QkCHzEgvOQveeg°/*3d%3d 1/3 Product Report Manufacturer: Extreme Metal Fabricators, LLC." 2160 SW Poma Drive Palm City, FL 34990 772)872-8034 !Florida Product Approval • N HVHZ Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule #61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min. 15/32" plywood or Wood Deck w/min.0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1 (Method 1 Attachment):#9 x 1-1/2" Hex-Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, &4 Attachment): #10 x 1-1/2" Hex-Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD i METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16"o.c. 16" O.C. 8"o.c. 6"o.c. FASTENER SPACING (ALONG Panel width) 12" o.c. 12"o.c. 12"o.c. 12"o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#: 1527 UL 580-06& 1897-041 Test Report X893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS. 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 � 11 *Design pressure margin of safety 2.1 i'O,epi Locke Bowden,P.E.does not have,not will acquire a financial in q., . ar� cg 4�6j*facturing or distributing products under this evaluation. Locke Bowden,P.E.is not owned,operated,or controlled by any coalpad'#prnb%Rfabturer,or distributing products under this report. ; -? f'�' • S t TL i t4l 3/l /7 ".oma; .Fcol•?l��`•�'�,�'� '+ �� • . . . •• tri .> "'• AL �01-.P- • ��:l1::'11llllli FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1.:Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Fasteners- #9 x1-1/2"Min. or #10 x 1-112"Min.per Table A'for Row 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws o \� n f Deck- -1632" eck:-15/32"or greater Plywood,or -Wood plank 24" 12" 318" OPTIONAL Sf MATIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten X 1-1/2"Min. or #10 X 1-1/2"Min.per Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Width Panel Refer to Table"A"for Spacing Along Panel Overlap Length i v v u v (Deck-15/32"or greater wood,or -Wood plank 8/27/2019 Florida Building Code Online Business & Professional Regulation KZ BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I SCIS Site Map I Links I Search I b a 1 e Product Approval — --- ,a r USER:Public User RECEIVED Product Approval Menu>Product or Application Search>Application List AUG 2 7 ?+g Search Criteria Refine Search ST. Lucle County, Permitting Code Version 2017 FL# -- 1654 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Tyme Manufacturer Validated By Status FL1654-R24 Revision POLYGLASS USA John W. Knezevich,PE Approved History- Category: Roofing (954)772-6224 Subcategory: Modified Bitumen Roof System FL1654-1125 Revision POLYGLASS USA John W. Knezevich, PE Pending FBC Approval Category: Roofing (954)772-6224 Subcategory: Modified Bitumen Roof System *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer._CMyright 2007-2013 State of Florida.::Pr va 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 mall 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 smalls 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: iY F9 Al ecteck M Credit Card Safe Ist.as 1/1 https://floridabuilding.org/pr/pr app_ px ONEMOjetc. I o__U FT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11 11) Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 SE Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14 1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-17 1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-21 1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 21-25 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 26 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Banded Roof Cover 27-29 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30-34 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38-46 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 46 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 47-49 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 50 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51-53 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 54 5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 55 5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 56 5D Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 56 5E Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 56 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 57-59 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 59 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 60 6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 61-65 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 65 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0.75-inch penetration. ➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers published installation instructions. MEMO ETC,LLC Evaluation Report P9290.02.08-1121 for FL3654-R23 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 65 ONEMOletc. TABLE 11: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Roof Cover(Note 15) Deck(Note i) Primer MDP(psf) No. JoinYTreatment Base Ply Ply Cap Ply W-170 Min.15/32- None None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -90.0 inch plywood TA,APP-TA TA,APP-TA W-171 Min.15/32- (Optional)PG100 None PolyflexSA Base (Optional)APP-TA APP-TA -90.0 inch plywood W-172 Min.15/32- PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS -97.5 inch plywood TA,APP-TA TA,APP-TA Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS W-173 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA 97'5 W-174 Min.15/32- POLYBRITE 745 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- _105.0 inch plywood TA,APP-TA TA,APP TA Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-175 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA -135.0 W-176 Min.15/32- 0 tional PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into pol lex SA Base inch plywood ( p ) place to create continuous bond. Yf (Optional)APP TA APP-TA 135.0 NEMO ETC,LLC Evaluation Report P9290.02.08-1121 for FL1654-R23 Certificate of Authorization#32455 a EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 26 of 65