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HomeMy WebLinkAboutProduct Approval Florida Building Cade Online Page 1 of 3 Bisit essr& Rrof ssIO 1 Re r1,ytton ` � 1 ' ri omomE+magi da rtkdO tobi `. ass et BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map ( Links I Search , Florida rProduct Approval �¢ I USER:Public User era= Product Approval Menu>Product Or Application Search>Application List>Application Detail Tom`.. FL# FL12512-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer AlphaProTech Engineered Products,Inc. Address/Phone/Email 301 S. Blanchard St. Valdosta,GA 31601 (229)242-1931 bhayden@alphaprotech.com Authorized Signature Bruce Hayden bhayden@alphaprotech.com ,JI -off/ Technical Representative Bruce Hayden ST.LUCT COUNTY BUILDING DIVISION Address/Phone/Email 301 S. Blanchard St. REVIEWED FOR C MPLIANCE Valdosta,GA 31601REVIF. D BY UG (229)242-1931 bhayden@alphaprotechaiATE QQZ&I PLAN -&ND 4 T MUST BE KEPT ON JOB Quality Assurance Representative Daniel LaFace OR NO INSPECTION WILL BE MADE. Address/Phone/Email 301 South Blanchard Street Valdosta,GA 31601 (229)242-1931 Ext 237 dlaface@alphaprotech.com Category Roofing SubcateTM SE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Complia E IED BYFIELD INSPECTORS THAT �fiCESSARY IN ORDER TO Evaluation Report from a Florida Registered Architect or a Licensed COMPLY WITH ALL APPLICABLE CODES. Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report CONCEALED FASTENERS OR A. Florida License PE-74021 Quality Assurance Entity TI RADCO LLP dba RADCO A Twining'Compaan SP®N5IDILI Quality Assurance Contract Expiration Date 07/02/2022 CONTRACTOR OF RECO r. Validated By Locke Bowden P.E. C7 Validation Checklist-Hardcopy Received Certificate of Independence FL12512 R5 COI APT15001.2 2017 FBC Underlavments ESR FINAL. df Referenced Standard and Year(of Standard) StandardLem' ASTM D226 2009 ASTM D4533 2015 • ASTM D4869 2016 Equivalence of Product Standards Certified By File Copy https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty 8UaH... 5/10/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/17/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 12512.1 REX SynFelt Synthetic Roof Synthetic Roof Underlayment Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:No FL12512 R5 II APT15001.2 2017 FBC Underlavments ESR Approved for use outside HVHZ:Yes FINAL,odf Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12512 R5 AE APT15001.2 2017 FBC Underlavments ESR FINAL.odf Created by Independent Third Party:Yes 12512.2 REXtreme Synthetic Roof Synthetic Roof Underlayment Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12512 R5 II APT15001.2 2017 FBC Underlayments ESR Approved for use outside HVHZ:Yes FINAL.odf Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12512 R5 AE APT15001.2 2017 FBC Underlavments ESR FINAL.Ddf Created by Independent Third Party:Yes 12512.3 TECHNO SB Synthetic Roof Synthetic Roof Underlayment Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:No FL12512 R5 II APT15001.2 2017 FBC Underlavments ESR Approved for use outside HVHZ:Yes FINAL.odf Impact Resistant:N/A Verified By: Zachary R. Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12512 R5 AE APT15001.2 2017 FBC Underlavments ESR FINAL.odf Created by Independent Third Party:Yes 12512.4 TECHNOpIy Synthetic Roof Synthetic Roof Underlayment Underlayment Limits of Use - Installation Instructions Approved for use in HVHZ:No FL12512 R5 II APT15001.2 2017 FBC Underlavments ESR Approved for use outside HVHZ:Yes FINAL.Ddf Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL12512 R5 AE APT15001.2 2017 FBC Underlavments ESR FINAL.odf Created by Independent Third Party: Yes CM Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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 455.275(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 hem. Product Approval Accepts: https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvG4Aty8UaH... 5/10/2018 • Certificate of Authorization No. 29824 17520 Edinburgh Drive Drive `\\\\ Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 • EVALUATION REPORT FLORIDA BUILDING CODE 6'" EDITION (2017) , Manufacturer: ALPHA PROTECH ENGINEERED PRODUCTS, INC. IssuedAugust13,2017 301 South Blanchard Street Valdosta,GA 31601 (229)242-1931 http://www.alohaprotech.com Manufacturing Locations: Valdosta,GA Quality Assurance: RADCO, Inc. (QUA1990) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) AEP-009-02-01 ASTM D 4533 2015 PRI Construction Materials Technologies(TST5878) AEP-017-02-01 ASTM D 226 2009 ASTM D 4869 2016 PRI Construction Materials Technologies(TST5878) AEP-022-02-01 ASTM D 4533 2015 RADCO, Inc (TST1987) RAD•5212 AC 188 2012 RADCO, Inc (TST1987) RAD•4987 ASTM D4533 2015 Ramtech Laboratories,Inc.(TST6127) 13075-04-08 AC 188 2012 PRODUCT DESCRIPTION REXTm SynFelt A mechanicallyattached,woven polypropylene underlaym ent(nom inal weight=2.56 Ib/100f°)used an alternative to ASTM D 226,Type Type II roofing underlayments with a minimum tearstrength perASTM D 4533 of 20 pounds, REXtreme A mechanicallyattached,woven polypropylene underlaym ent(nom inal weight=2.97 Ib/100ft2)used an alternative to ASTM D 226,Type II roofing underlayments with a m inim um tearstrength perASTM D 4533 of 20 pounds, TECHNOpIy A mechanicallyattached,woven polypropylene underlaym ent(nom inal weight=2.05 Ib/100ft2)used an alternative to ASTM D 226,Type II roofing underlayments with a minim um tearstrength perASTM D 4533 of 20 pounds, TECHNO SB A mechanicallyattached,woven polypropylene underlaym ent(nom inal weight=2.00 • Ib/100ft2)used an alternative to ASTM D 226,Type II and ASTM D 4869,Type II and IV roofing underlayments with a minimum tearstrength perASTM D 4533 of 20 pounds, APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or eAsting construction. Sheathing shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8"gap at abutting joints. Attachment method: Underlayment shall be attached in accordance with the FBC Table 1507.1.1 and manufacturer's installation instructions. APT15001.2 FL12512-R5 Page 1 of 2 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CRS Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. GREEK ALPHA PROTECH ENGINEERED PRODUCTS, INC. .� Underlayments TECHNICAL SERVICES, LLC Allowable roof coverings: Permitted to be used as prescribed in FBC Table 1507.1.1 with mechanically fastened roof coverings. LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance is not within the scope of this evaluation. 4) Installation ofthe evaluated productshall corn plywith this report,the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources,the more restrictive and FBC compliant installation detail shall prevail. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. Al fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 7) Roof slope limitations shall be in accordance with FBC requirements. 8) Al underlayrnents shall be installed with the roll length parallel to the eave,starting at the eave,and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 9) Contact the manufacturer when installing at temperatures below the minimum application tern perature. 10) The underlayment maybe used as described in other current FBC product approval documents. 11) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlaymentto the roof deck. 12) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 13) Al products listed in this reportshall be manufactured undera quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. `"t'l; -7 • ,'G�P.G E N s•F'Fs�� 201 7.08.13 .08.13 • No 74021 - 11 :40:03 :�` -04'00' •:...5)%1. STATE OF 4/Z. . , O R tOP'•���`� Zachary R.Priest,P.E. s '••••• \v." ' Florida Registration No.74021 /ONAk- o%� Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Sery ices,LLC does not have,nor will it acquire,a f financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Seryices,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT APT15001.2 FL12512-R5 Page 2 of 2 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. Florida Building code Online Page 1 of 3 e'er •" f , N R J- vuttot ii Business professional Regula ton } , )i`''_ SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map j Links I. Search 1 Florida, ;'p Product Approval USER:Public User product Approval Menu>Product or Application Search>Application List>Application Detail sl7aFRCE OF#Ft5 ' FL# FL24221 °6�CRETpRY, ,.,. Application Type New Code Version 2017 Application Status Approved Comments ' Archived 0 Product Manufacturer Dynamic Metals Address/Phone/Email 3201 SE Dominica Terace Stuart,FL 34997 (772)872-8030 juan@dynamicmetal.net Authorized Signature Juan Martinez juan@dynamicmetal.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figueiredo,P.E. the Evaluation Report Florida License PE-52609 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/06/2026 Validated By Gary Hartman, P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL24221 RO COI R17-296 Cl.odf Referenced Standard and Year(of Standard) Standard Icmr ASTM B117 2011 ASTM G155 2005 TAS 100 1995 TAS 125 2003 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL24221 RO Eouiv B117-11 to-16.odf Sections from the Code File Copy https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 5/10/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 24221.1 Dynamic Metals 1"Nailstrip(26 Ga 1"Nailstrip,26 Ga Galvalume Steel, Non-structural roof Steel) panel Limits of Use Installation Instructions Approved for use in HVHZ:No FL24221 RO II 17-296.10 DWG.odf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E.52609 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-131.0 Evaluation Reports Other:Maximum fastener spacing 6"o/c FL24221 RO AE R17-296 10.pdf Created by Independent Third Party: Yes 24221.2 Dynamic Metals 1-1/2"Mechanical 1-1/2"Mechanical Seam,0.032"Aluminum,Non-structural (Aluminum) roof panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24221 RO II 17-296.02 DWG.odf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E. 52609 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-198.5 Evaluation Reports Other:-198.5 psf at maximum clip spacing 10-1/2"o/c FL24221 RO AE R17-296 2.odf -179.8 psf at maximum clip spacing 13"o/c Created by Independent Third Party: Yes 24221.3 Dynamic Metals 1-1/2"Mechanical 1-1/2"Mechanical Seam,24 Gauge Galvalume Steel,Non- (24 Ga Steel) structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24221 RO II 17-296.04 DWG.odf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E.52609 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-171.0 Evaluation Reports Other:Maximum clip spacing 13"o/c FL24221 RO AE R17-296 4.odf Created by Independent Third Party:Yes 24221.4 Dynamic Metals 1-1/2"Mechanical 1-1/2"Mechanical Seam,26 Gauge Galvalume Steel,Non-! (26 Ga Steel) structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24221 RO II 17-296.05 DWG.odf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E. 52609 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-221.0 Evaluation Reports Other: Maximum clip spacing 12"o/c FL24221 RO AE R17-296 5.odf Created by Independent Third Party:Yes 24221.5 Dynamic Metals 1-1/2"Mechanical 1-1/2"Mechanical Seam, 16 Oz Copper, Non-structural roof (Copper) panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24221 RO II 17-296.06 DWG.pdf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E.52609 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-198.5 Evaluation Reports Other:-198.5 psf at maximum clip spacing 12"o/c-153.5 FL24221 RO AE R17-296 6.odf psf at maximum clip spacing 16"o/c Created by Independent Third Party:Yes 24221.6 Dynamic Metals 1-3/4"Snaplock 1-3/4"Snaplock,0.032"Aluminum,Non-structural roof (Aluminum) panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24221 RO II 17-296.09 DWG.pdf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E. 52609 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-228.5 Evaluation Reports Other:-228.5 psf at maximum clip spacing 9"o/c-168.5 FL24221 RO AE R17-296 9.odf psf at maximum clip spacing 19"o/c Created by Independent Third Party:Yes 24221.7 Dynamic Metals 2"Mechanical 2"Mechanical Seam,0.032"Aluminum,Non-structural roof (Aluminum) panel https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 5/1 0/201 8 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24221 RO II 17-296.01 DWG.pdf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E.52609 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-206.0 Evaluation Reports Other:-206.0 psf at maximum clip spacing 9"o/c-202.3 FL24221 RO AE R17-296 1.pdf psf at maximum clip spacing 19"o/c Created by Independent Third Party:Yes 24221.8 Dynamic Metals 2"Mechanical(24 2"Mechanical Seam,24 Gauge Galvalume Steel,Non- Ga Steel) structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24221 RO II 17-296.03 DWG.pdf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E.52609 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-228.5 Evaluation Reports Other:-228.5 psf at maximum clip spacing 9"o/c-194.8 FL24221 RO AE R17-296 3.odf psf at maximum clip spacing 19"o/c Created by Independent Third Party: Yes 24221.9 Dynamic Metals 5V Crimp(26 Ga 5V Crimp,26 Gauge Galvalume Steel,Non-structural roof Steel) panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24221 RO II 17-296.07 DWG.pdf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E.52609 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-243.5 Evaluation Reports Other:-243.5 psf at maximum fastener spacing 8"o/c FL24221 RO AE R17-296 7.pdf -142.3 psf at maximum fastener spacing 16"o/c Created by Independent Third Party: Yes 24221.10 Dynamic Metals 5V Crimp 5V Crimp,0.032"Aluminum,Non-structural roof panel (Aluminum) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL24221 RO II 17-296.08 DWG.ndf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo,P.E.52609 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-183.5 Evaluation Reports Other:-183.5 psf at maximum fastener spacing 8"o/c FL24221 RO AE R17-296 8.pdf -119.8 psf at maximum fastener spacing 16"o/c Created by Independent Third Party:Yes Back =3 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrloht 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 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 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: M 14E1 I31 IcCt`eckl Credit Card Safe securitym ETRICS' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 5/10/2018 DRAWINGS #: 17-2%.7 REPOR.T: 17-296.7 . . ... 24 —1 I I I cr.,toc, c.-qco DYNAMIC 5V CRIMP 26 GAUGE GALVALUIV1E STEEL PANEL . -- ., ,.... . ..0.• .... .„ . sr-,.:<:- . J .c—c':,'-'-'''''-' - ,x-Y\c'\••;*?.. ' ,crscS,?-- - __ .,,,,e, 1.›N . • . ,,,e,„ 1,>:.i.*4' • ,...,• .. j•ts...„ .7. , :,...;:p../.4...,.0.::.......-.:.....,:.. .... 7.......... i . .... . .. . : No. 52809 . 1. L• * i . . * w rra I ir. .•allnew. . . - ,-„,„•.....„......e.,/ , oio • --.R.i7 ,0.2011 :"- Si 10,',,,)....• • r:"2. e• Y .e• ' ' •*..V.-' c-g-4 _. :14) ul ik W Cr•ktal ' \ V-. ,-4 t, :' *..t., 4 0: • • • Ph. •44,: CD ' ....4.4f, .. •ii. c._1. .\11.,, "•••it a 0.••::„.ogr — V- t c:- o tv- ,--. --___ -,1 LLI 4- I-I- --•• L- '', - -.1- .-:'-• 01_ la- -1_ ( c:3 --A - ''• f , --- \ to ‘ ,• ‘. --.., ,A.-1 ,,,.... - ,...._ \ 1 \ ,,, .,.,, „1. •-rf.„ \ \ •\ ,....f , ,r-A 113— L'" \ ,---, - \\\ ---- ----- • _,--- , i-__-.4- \\//il‘iiwin,k1* Um ... --- c----A v.11- -----4 -1 \\\\ D-• k_LI CI -----1. CL-- ‘ b __A 1 \ - ; _---\ ___----- . ----------- . \ , , _____-------- i ! 1 1 -------- L__,_-----r--------- Date: 10/18/2017 .2.1,:5.._ g. EN G C OT Inc. REF.#: 17-2967 ._._ 1791 Blount Road unit 907 Pompano Beach-Florida-33069 5V CRIMP 26 GAUGE STEEL Tel:(754)307-1319 Fax: (754)205-6846 Email: Engco@AOL.com 1 1.0 Product Manufacturer: Dynamic Metals, LLC 340 Pike Road West Palm Beach, Florida 33411 I 2.0 Code Edition: Florida Building Code 2017-6th Edition Applicable for Non HVHZ&HVHZ Chapter 15 3.0 Evaluation Method: Engineering Evaluation method 1D in accordance with 61G20-3.005 F.A.C. 4.0 Product Classification: Category: Roofing Subcategory: Metal Roofing-non structural Including the High Velocity Hurricane Zones(HVHZ)-Broward&Miami-dade Counties 5.0 Product Description: 5.1 Trade Name: Dynamic 5V Crimp 26 gauge Galvalume Steel Panel 5.2 Panel Properties: Material:Average Fy=60.9 ksi-Tensile test G3443.30 Panel Thickness:0.0163" Coverage:24"maximum width x various lenghts Rib Height:3/8""V" ribs height at 12"o.c. 5.3 Panel Clip Properties: Not available 5.4 Minimum Deck Requirements: Minimum 15/32"4 ply APA CDX plywood secured to 2x SYP with 8d ring shank nails spaced at 4"oc. 2x SYP joists spaced no more than 24"oc. Deck to be properly installed as per the FBC requirements over minimum 2x SYP rafters spaced no more than 24"o.c. Slope Range: HVHZ: 2:12 or greater(table 1515.2) • Non-HVHZ: 3:12 or greater-without lap sealant(section 1507.4) LyL ti.,` Non-HVHZ: less than 3:12-with lap sealant(section 1507;41 ...•.•• �.:? ;• )CEI$••'•• . ti ..... No. 5260 ' G ' mss * : f 7 afr Date: 10/18/2017 ® ENGCO, Inc. REF.#: 17-296 7 1791 Blount Road unit 907 Pompano Beach-Florida-33069 Tel:(754)307-1319 Fax: (754)205-6846 Email: Engco@AOL.com 5.5 Minimum Underlayment: 30#Asphalt saturated organic felt paper installed with a minimum 4"side lap and 6"end laps. Underlayment shall be fastened with corrosion resistant approved fasteners as per the Florida Building Code and spaced 6"oc at all laps and two staggered rows 6"oc in the field of the row.Or,any underlayment having a current product approval. 5.6 Minimum Fire Barrier Board: VersaShield with a minimum 4"side lap and 6"end laps. VersaShield shall be fastened with corrosion resistant approved fasteners as per the Florida Building Code spaced at 6"oc at the perimeter and overlaps and two intermediate staggered spaced rows at 6"oc. Or,any approved fire barrier having a current Product Approval.See Limitations#11.2 5.7-Fasteners: Panel Overlaps and middle"V"rib:#10x1 1/2"WoodZAC Hilo HWH fasteners with bond washer 6.0 Product anchorage to Roof Deck: 6.1-Panels are secured at overlaps and center ribs using#10 x 1-1/2"WoodZac Hilo HWH fasteners with bond washer spaced at 16"oc for field and 8"oc for corner installations. 7.0 Uplift Pressures Rating: TAS 125-03-Standard Requirements for Metal Roofing Systems Design Safety Anchors Installation Pressure Factor Spacing Field 142.3 psf 2 16" oc Corner 243.5 psf 2 8"oc Extrapolation is not allowed NO. 52609 c STATE OF • ,' F. Date: 10;18/2017 t N0: Inc, REF.#: 17-2967 1791 Blount Road unit 907 Pompano Beach-Florida-33069 Tel:(754)307-1319 Fax: (754)205-6846 Email: Engco@AOL.com 8.0 Summary of Test Results: 8.1 Architectural Testing, Inc.,West Palm Beach, FL. 8.2 Report G3443.19-450-44,dated 06/15/2017. 8.3 TAS 125-03-Standard Requirements for Metal Roofing Systems 8.4 Test Specimens: 120"x 120"with 24"x 120"panel coverage 8.5 Testing Assembly 8.6 Report H6854.01-106-31,dated 10/19/2017. Layer 1: 30#Asphalt saturated organic felt paper installed with a minimum 4"side lap and 6"end laps. Underlayment shall be fastened with corrosion resistant approved fasteners as per the Florida Building Code and spaced 6"oc at all laps and two staggered rows 6"oc in the field of the roll.Or,any underlayment having a current product approval. Layer 2: VersaShield with a minimum 4"side lap and 6"end laps. VersaShield shall be fastened with corrosion resistant approved fasteners as per the Florida Building Code spaced at 6"oc at the perimeter and overlaps and two intermediate staggered spaced rows at 6"oc.Or,any approved fire barrier having a current Product Approval.See Limitations#11.2 Layer 3: Field 26 Gauge-0.01875"thick x 24"Galvalume steel panels secured to the wood deck using#10 x 1 1/2" Installation WoodZAC Hilo HWH fasteners with bond washer spaced at 16"oc at each overlap and at each middle rib. Layer 3: 26 Gauge-0.01875"thick x 24"Galvalume steel panels secured to the wood deck using#10 x 1 1/2" Corner WoodZAC Hilo HWH fasteners with bond washer spaced at 8"oc at each overlap and at each middle Installation rib. 9.0 Installation Instructions: Panels to be installed as per manufacturer instructions and fastening patterns described herein. -e'J,CENSF-• • • ct 'IL7 No. 52609 A- .1 * It -o '• STATE OF • c. 1 Date: 10/18/2017 "'"r• ENG1 y Inc. REF.#: 17-2967 r 1791 Blount Road unit 907 Pompano Beach-Florida-33069 Tel:(754)307-1319 Fax: (754)205-6846 Email: Engco@AOL.com 10.0 Design Procedure: 10.1-In order to verify product adequacy for an specific project,contractor must compare Uplift Design Rating on section 7 above with the Project Design Wind pressures calculated based on FBC chapter 16 requirements. 10.2-Product Pressures Rating must be greater than the Project Design Wind Pressures 10.3-Supporting structure are to be designed by others and in compliance with the FBC 10.4-Deck sheet must meet the minimum thickness specified on item 5.4 above ' 11.0 Limitations and Conditions of Use: 11.1-Installation must not exceed the maximum allowable design pressures listed in this report. Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeter,extended corners and corners) 11.2-Fire Classification is not part of this acceptance; refer to a current Approved Roofing Material Directory for fire rating of this product. 11.3-Product were not evaluated structurally to resist shear diaphragm,axial,transverse or racking loads 11.4-All Products listed herein shall have a quality assurance audit in accordance with the Florida Building Code Rule 61G20-3 of the Florida Administrative Code 11.5-Drawing numbered 17-296.7 dwg are part integral of this report. 12.0 Certificate of Independence: TAS 125-03-Uplift Resistance Test-G3443.19-450-44 TAS 100-95-Wind Driven Rain Test-H2686.02-450-44 •I ASTM G26/G 155-Accelerated Weathering 2000 hours- PRI Report-VLS-004-02-01 ASTM B117-Salt Spray Testing of Coating 1000 hours-PRI Report-VLS-005-02-01 13.0 Certification: In the professional opinion of this evaluating engineer the product herein described meets the requirements of the Florida Building Code 2017-6th edition,for use in the NON-HVHZ and HVHZ (Broward and Miami-Dade counties)when utilized within the limits of use noted herein :Vi fillip .. ,.;,C J ... tip.