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Home My WebLink AboutPRODUCT APPROVAL - ROOFINGProduct Approval USER: Public User Product apatnval Menu > Product or AD lkatiop Search > appticat(on ttst > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Ernail Authorized Signature Technical Representative Address/Phone/Small FL24221 New 2017 Approved U Dynamic Metals 3201 SE Dominica Teraa Stuart, FL 34997 (772)872-8030 juan@dynamicmetal.net Juan Martinez juan@dynam[cmetal.net �!_ iyn�tl�ty, Permitting ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIAN E• REVIEWED UY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE .SCANNED BY St LUde County Quality Assurance Representative THESE PLANS AND ALL PROROSED WORK Address/Phone/Email Ahi "J'C r TO AW1 OUR OTIONS ReOUIHED 8Y f iLU 11"JSP20-1 OpjS TUT 4 Category Roofing "ILLY UE NFUSUM, IN ORDER TO � Subcategory Metal Roofing GG,�In6� �d1Tr! � �.Pf�L1OA �OD�, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Pedro De Figuelredo, P.E. Evaluation Report 00ALED FASTENERS OR ATTACHIEHTS Florida License Keystone 9 ARE THE RESPONSISILl�If OF THE Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 12/06/2026 . CONTRACTOR OF RECORD Validated By Gary Hartman, P.E. ill Validation Checklist - Hardcopy Received Certificate of independence FL 4221 RO COI R17-296 CI pdff Referenced Standard and Year (of Standard) Standard Year 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 Equiv U Sections from the Code Ir COP _app._dti-aspx?parem=wGEVXQwtOaUUsDrhuM3DGM%2bm17wFtll%2fYFSFRn�NwNo/9h7Ft-t.IR,lRrhAIA,oiai4OlQF; '11a Florida Building Code Online- _ Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Drndur-tc Method 1 Option D 10/20/2017 10/20/2017 10/26/2017 12/12/2017 FL # Model, Number or Name Description 24221.1 Dynamic Metals 1" Nailstrip (26 Ga Steel) 1" Nallstrlp, 26 Ga Galvalume Steel, Non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-131.0 Other; Maximum fastener spacing 6" o/c FL24221 RO II 17-296.10 DWG.pdf Verified By: Pedro De Figuelredo, F.E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 IO.pdf Created by Independent Third Party: Yes 24221.2 Dynamic Metals 1-1/2" Mechanical (Aluminum) 1-1/2" Mechanical Seam, 0.032" Aluminum, Non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure: +N/A/-198.5 Other: -198.5 psf at maximum clip spacing 10-1/2" o/c -179.8 psf at maximum clip spacing 13" o/c FL24221 RO II 17-296,02 DWG.pdf Verified By: Pedro De Figuelredo, P E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 2.pdf Created by Independent Third Party: Yes 24221.3 Dynamic Metals 1-1/2" Mechanical (24 Ga Steel) 1.1/2" Mechanical Seam, 24 Gauge Galvalume Steel, Non- structural roof panel Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-171.0 Other: Maximum clip spacing 13" o/c Installation Instructions FL24221 RO II 17-296.04 DWG.pdf Verified By: Pedro De Figuelredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 4.pd Created by Independent Third Party: Yes 24221.4 Dynamic Metals 1-1/2" Mechanical (26 Ga Steel) 1-1/2" Mechanical Seam, 26 Gauge Galvalume Steel, Non- structural roof panel Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-221.0 Other: Maximum clip spacing 12" D/c Installation Instructions FL24221 RO II 17-296.05 DWG(ndf Verified By: Pedro De Figuelredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 5 j2d Created by Independent Third Party: Yes 24221.5 I(Copper) Dynamic Metals 1-1/2" Mechanical 1-1/2" Mechanical Seam, 16 Oz Copper, Non-structural roof panel Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-198.5 Other: -198.5 psf at maximum clip spacing 12" o/c -153.5 psf at maximum clip spacing 16" o/c Installation Instructions FL24221 RO II 1 7-296 06 DW pad Verified By: Pedro De Fgueiredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 6,pdf Created by Independent Third Party: Yes 24221.6 Dynamic Metals 1-3/4" Snaplock (Aluminum) 1-3/4" Snaplock, 0.032" Aluminum, Non-structural roof panel Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure: +N/A/-228.5 Other: -228.5 psf at maximum clip spacing 9" o/c -168.5 psf at maximum clip spacing 19" o/c Installation Instructions FL24221 RO II 17-296.09 DWG pdf Verified By: Pedro De Figuelredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 9.odf Created by Independent Third Party: Yes 24221.7 Dynamic Metals 2" Mechanical (Aluminum) 2" Mechanical Seam, 0.032" Aluminum, Non-structural roof panel aDD 1,r1,k,AA'2rlr_ne0inti....i�...r.eae�nn..-..�.._.,.._..�.,,....��...._...- - -•- -.- 7/23/2011 __ Florida Building Code Online Limits of Use �.. Installatil,. tructions Approved for use in HVHZ: Yes F12422i RO II 17-296,01 DWG,pd Approved for use outside HVHZ: Yes Verified By: Pedro De Flguelredo, RE, 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" D/c -202.3 psf FL24221 RD AE Ri -226 i.pdf 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 Gatvalume Steel, Non-structural Ga Steel) I roof panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL24221 Ro IT 17-Dnfqf Approved for use outside HVHZ: Yes Verified By: Pedro De Fgueiredo, 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 psf FL24221 RiZAE R17-296 31pddf- at maximum clip spacing 19" o/c Created by Independent Third Party: Yes 24221.9 Dynamic Metals 5V Crimp (26 Ga 15V Crimp, 26 Gauge Galvalume Steel, Non-structural roof Steel) 4 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL24221 RO II 17-296.07 DWG.rdf Approved for use outside HVHZ: Yes Verified By: Pedro De Fgueiredo, 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 -142.3 FL2. 4221 RO AE R17-296 7.0d 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.pdf Approved for use outside HVHZ: Yes Verified By: Pedro De Fgueiredo, 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 -119.8 FL24221 D AE 7-2 }mod psf at maximum fastener spacing 16" o/c Created by Independent Third Party: Yes +;aok Next Contact Us :: 226al Blair Stone Road, 7allahas e� 32399. Phone;, 8550-487.1824 The State of Florida IS an AA/EEO employer. C,,,9.py`19ht 2007-2013 State of Florlda.:: Fr v cy Statement ;: Accesslbillty 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 $50.487,1395. '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 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; ®0 floridabuildino,ora/or/nr aDD dtLasox?oaram=wGEVXowtDauUsDrhuM3DGNi%2hm17wFf13o/2fYFSrRn'4MwNe/2h7FH_IRIArhGwo/q,0/^'Iei 'Ala r' ,9 p �^► Qate: 10flV2017 t i,^ i!� 4.� E.a � Inc. REF.: 17-2967r 1791 Blount Road unit 907 Pompano Beach - Florida - 33069 5V CRIMP 28 GAUGE STZE4 Tel: (754) 307.1319 Fax: (754) 205-6W Email; Engcb@AOL.com � 2 A � 1.0 Product Manufacturer: Dynamic Metals, LLC 340 Pike Road Vest Palm Beach, Florida 33411 SCAB NFuD ay 2.0 Code Edition: Florida Building Code 2017 - 6th Edition St Lucie Applicable for Non HVHZ & HVHZ County 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) - Browarcl & Miami -dale Countles 5.0 Product Description: 5.1 Trade Name: Dynamic 5V Crimp 26 gauge Gaivalume Steel Panel 5.2 Panel Properties: Material: Average Fy=60.9 ksl - Tensile test G3443.30 Panel Thickness: 0.0163" Coverage: 24" maximum width x various ienghts Rib Height: 3/8" "V" ribs height at 12" o.c. 5.3 Panel Clip Properties: Not available SA Minimum neck Requirements: Minimua-1 15/32" 4 ply APA CDX plywood secured to Zx SYP with 8d ring shank nails spaced at 4"ac, 2x SYP joists'spaced ng more than 24"m 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 1s07;) 0! , p ft4 Non-HVHZ: less than 3:12 -with lap sealant (section 3507 4ej� . STAX VCyM�� + A Date: 10118/2017 > N dr y inc. REF.#: 17- *-2967 1791 Blount Road unit 907 Pompano $each - Florida - 33039 Tel: (754) 307-1319 Fax: (754) 205-6846 Email: EngooPAOL.com 5.5 Minimum Underlayment: 30# Asphalt saturated organic felt paper installed with a minimum 4" sidle 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" 4c in the field of the row. Or, any underlayment havi ng a current product approval. 5.6 Minimum Fire Barrier Board: VersaShleld 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 011.2 5.7- Fasteners: Panel overlaps and middle "V" rib: #10x11/2" 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"cc for corner installations. 7.0 Uplift Pressures Rating: TAS 125-03 -Standard Requirements for Metal Roofing Systems Installation design Pressure Safety Factor Anchors Spacing Field 142.3 psf 2 16" oc Corner 243.5 psf 2 8" oc Extrapolation is not atiowed K e�•- 41i:: ; y� ti N0. 52809 ' . pate: 10118/2017 0"'� Inc. REF,#: 17-2967 74, 1791 Blount Road unit 907 Pompano Beach - Florlda -:=69 Tel: (764) 807-1110 Fax: (754) 205-6848 Email: En9co@AOLcom 8.0 Summary of Test Resuit�: 8.1 Architectural Testing, Inc., West palm Beach, FL. 8.2 Report G3443.19-450-44, dated 06/1512017, 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: 309 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 Japs 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 #1.1.2 Layer 3: Field 26 Gauge - 0.01875" thick x 24" Galvalgme steel panels secured to the wood deck using #10 x 11/2" Installation WoodZAC Hilo HWH fasteners with bond washer spaced at 16" cc at each overlap and at each middle rib. Layer 3: 26 Gauge - 0.01875" thi ck x 24" Galvaltime steel panels secured to the wood deck using #10 x 11/2" Corner WoodZAC Hilo HWH fasteners with bond washer spaced at 8" cc at each overlap and at each middle Installation rib} 9.0Installation Instructions: Panels to be Installed as per manufacturer instructions and fastening patterns described herein. �Z`,� • G•.,•,� No. 52609 °� onto•. . a $;. Date: 1011612017 REF.#: 17•--- 1791 Blount Road unit 907 Pompano Beach - Florida - 3$069 Tel: (754) 307-1319 Fax. (754) 205.6W Email: EngcoeAOL.com 10.0 Design Procedure; 10.1- In order to verify product adequacy for an specific project, contractpr must c9mpare 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 - Winn Driven Rain Test - H2686.02-450-44 ASTM G26f 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 descriged 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 Or.V1iJ 24 t III O O DY14AIV11C 5V CRIMP 2G GAUGE GALVALUME STEEL. PANEL DRAWINGS #: 17-29G.7 REPORT: 1 7 -29G. 7` No 52009 ' 1 STATE I Ate_.. DKAVVING5 #: 17-29G.7 P,EP P,T: 17-29G.7 RiiiDECK --4-PLY CDX PL', WOO.D ,HEAT J N PIP ram,~ #10-1--1/2- ~WOOD"AC HILO HWH f AS.TENEPt -RACED AT 16"OC AT FIELD AND r t}r.,r�;•..� `."r'hC F k' ftl 1 tv AT I .' • '•�,s� �• • �S V •�1, t t� No. ? i y