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Home My WebLink AboutPRODUCT APPROVAL METAL ROOF7/231201 Florida Bgilding Code Online Pro&S& Approval Menu > Product or Ayplicatton Search > Appl'catia > Applicati Detail RECEIVED FL # FL24221 Application Type New A 0 0 0 3 2018 Code Version 2017 Application Status Approved ST. 641s1ca County, Rermitting Comments Archived Product Manufacturer Dynamic Metals Address/Phone/Email 3201 SE Dominica Terace CONCEALED FASTENERS OR ATTACHMENTS Stuart, FL 34997 ARE THE RESPONSIBILITY OF THE (772) 872-8030 CONTRACTOR OR RECORD juan@dynamicmetal.net Authorized Signature Juan Martinez juan@dynamicmetal.net (f Technical Representative Address/Phone/Email ST. LUCIE COUNTY BUILDING D C)N REVIEWED FOR COMPLIANCE Quality Assurance Representative REVI D ! Address/Phone/Email DATE G PLANS AND PER IT MUST BE KEPT"04 JOB Category Roofing SITE OR NO INSPECTION(S) WIL E MADE Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Pedro De FlguelrediMESE PLANS AND ALL PROPOSED WORK Evaluation Report RARE SUBJECT TO ANY CORRECTIONS Florida License PE=52609 REQUIRED BY FIELD INSPECTORS THAT Quality Assurance Entity Keystone Certificatiq QrpE NECESSARY IN OCRDER TCODES. Quality Assurance Contract Expiration Date 12/06/2026 M1Fr'1L- Validated By Gary Hartman, P.E. • R-6 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By EL24,221 RO COI R17-296 CI.pd standard ASTM B117 ASTM G155 TAS 100 TAS 125 Florida Licensed Professional Engineer or Architect FL24221 RO Equiy 6317-11 to-16.pdf Year 2011 2005 1995 2003 Sections from the Code hftncJ/vinnrullflnririahnilriinn nm/nr/nr nnn ...Aio%'fl.7eu ID-ID-1,A... o%oaoro.[ Ale 11z31'lUltii Florida Building Code Qnline Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 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" Nallstrip (26 Ga 1" Nailstrip, 26 Ga Galvalume Steel, Non-structural roof panel Steel) 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 Fguelredo, 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 R17-29-6 10.odf Created by Independent Third Party: Yes 24221.2 Dynamic Metals 1-1/2" Mechanical 1.1/2" Mechanical Seam, 0.032" Aluminum, Non-structural roof (Aluminum) panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL24221 RO II 17-296.92 DWG.Ddf Approved for use outside HVHZ: Yes Verified By: Pedro De Fguelredo, RE, 52609 Impact Resistants 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 -179.8 psf at maximum clip spacing 13" o/c FL24221 Ro Ag R17-296 2,Rdf 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.pdf Approved for use outside HVHZ: Yes Verified By: Pedro De Figuelredo, 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 R.0 AE 1117 9fj 4.p cl 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.pd 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 EU 221 RO AE R17-296 5.120 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 99 1I 17-296.06 DWG.pd Approved for use outside HVHZ: Yes Verified By: Pedro De Fguelredo, RE. 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 dip spacing 12" o/c -153.5 psf EL24221 RO AE R17-296 6.odf 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 panel {Aluminum) Limits of Use Installation. Instructions Approved for use in HVHZ: Yes FL24221 RO II 17-296.09 OWG.pdf Approved for use outside HVHZ: Yes Verified By: Pedro De Fguelredo, 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 psf FL24221 RO AE R17-296 9,pdf at maximum clip spacing 19" o/c Created by Independent Third Party: Yes i 24221.7 Dynamic Metals 2" Mechanical 2" Mechanical Seam, 0.032" Aluminum, Non-structural roof (Aluminum) panel j flnrfAeh. riiA:.... r.....l..-L.. .,.....i+l........o........,,......n_CiNn..wh...1�-11-L..�Ronr.��er nL�.o...e^�i�anr nnire.ce..�r.....w�nr.��.�•..i .nwn_�w__.nr n��nrn� .a., 7/23/201 Florida Building Code Online Limits of Use Installation Instruc Approved for use in HVHZ: Yes FL2422i. P II 17-2' —_ DWG.pd Approved for use outside HVHZ: Yes Verified By: Pedro De Figuelredo, 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" o/c -202.3 psf FL24221 FZORO AE R17-296 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 Galvalume Steel, Non-structural Ga Steel) I roof panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL24221 RO 17-296.03 DWG. 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 psf EL24221 RO AE R17-296 3.pdf at maximum clip spacing 191I 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) 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" a/c -142.3 EL2422 RO AE R17-296 7.odf 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 Fguelredo, 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 RO AE R17-296 8. psf at maximum fastener spacing 1611 o/c Created by Independent Third Party: Yes rracF Next C:qntzct Us :: 2,601 61a7 Stone Road, Tallahassee Fl- 32399 Phgne: 850-487-1824 The State or Florida Is an AA/EEO employer. _C.2py&ht 2007-2013 Stake of Florida, :; iv cy Statement t: Accessi i I 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 emalls provided may be used for offtcial 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; MEW® credit Card 5 4 Anriri�i�u UM.— n•..In 1d --- AN.,nn..9..-......._...nC\ 1V9..Ar%_.•f IAV`%_ .d 10 %^\RO/nn/m, 1.11..... _._.. ... .. ........ ..... Oate: 1011 §12017 ENGC Os Inc. REF.: 97-2967 1791 Blount Road unft 9D7 Pompano Beach . Florida - $3069 5V CRIMP 26 GAUGE STEEL Tel: (754) 307.1319 Fax: (754) 205-6848 Email: EngcoQAOi..com L 2.0 Product Manufacturer: Dynamic Metals, LLC 340 Pike Road West Palm Beach, Florida 33411 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 COX plywood secured to 2x SYP with 8d ring shank nails spaced at 4"oc, 2x SYP joists'spaced nq 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 ttable 1515.2) Non-HVHZ: 3:12 or greater - without lap sealant (section zs07.a) U!; t IC, Non-HVHZ: less than 3:12 - with lap sealant (section isoz�114. W 1 G�.,� No. 521 STATE OCR~ .,. +` gL. Date: 10/1812017 E 1 G Oy Inc, REF.#: 17-2967 1791 Blount Road unit 907 Pompano $each - Florida - $3069 Tel: (754) 307-1319 Fax: (754) 205.6848 Email: En9coQA0L.com 5.5 Minimum Qnderlayment: 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: 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 411.2 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 Voc 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 2435 psf 2 8" oc Extrapolation is not ailowed .j S,• ay jt �v� 5260' s Date; 10116/2017 3Ee. N G q 8�1e.. REF.#: 17----•r--- - 1791 Blount Road unit 907 Pompano Beach -Florida - 38069 Tel: (764) 307-1�10 Fox: (754) 205-6846 Email: Engco@AOL.com 8.0 Summary of Test Result4: 8.1 Architectural Testing, Inc., West Palm Beach, FL. 8.2 Report G3443.19.450-44, dated 06/15/2017. 83 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 5uilding Code spaced at 6"oc at the perimeter and overlaps and two intermediate staggered spaced roues 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" Gaivalume 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 - 0.0187S" thick x 24' Ga Ivalume 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 9.0 Installation Instructlons: Panels to be installed as per manufacturer instructions and fastening patterns described herein. ..........�.� No. 2609 S7AX OF �.. �� *. ORlDQ:::r�� 7� a � , Date: 1011BM17 =s^' �$ ��' '� , i REF,#: 17-46- 7 1791 Blount Road unit 907 Pompano Beach - Florida - W069 Tel' (754) 307-1319 Fax: (754) 205-6W Email: EngcoOAOL.com 10.0 Design Procedure; 10.1- In order to verify product adequacy for an specific project, contractpr must cpmpare 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 ASTM G26JG 155 - Accelerated Weathering 2000 hours - PRI Report - V€S-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 usq in the NON-HVHZ and HVHZ (Broward and Miami -Dade counties) when utilized within the limits of use noted herein [2, Cn r, 84 MNAMIC 5V CRIMP 2G GAUGE GALVALUME STEEL PANEL DRAWRIGS #: ! i-29G.% REPORT: 17 --20G. 7 ••`') ra SV `, '1�' i• � T i • STAB A 2017 RnnF DEG' M 11-11 f-U-il 15,/ F4-PL)-' CD'X Pl"',P,WOO.D PANE- 10, l" 1 c.q-, i p DRAWING5 #.- 1'7-20G.7 REPORT: I -7-20G.7 PI F #10-1-1/21'r WODDZZAC HILD HWH FA�S.-TEI-41EP— i E-PACED AT lt::,'DC AT FIE'LD AND F'j A I - - .- '7PACF T 19 AT C 0 P F,I E F., r • ...• ..... c t y STATE