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Home My WebLink AboutINSTALLATION INSTRUCTIONS9/3120t.89. �� Florlda Building Code Online AItlminum panel Limits of Use Installation Instructions Approved for use in HVHZ; Yes FL24221' P.0 T.I* 17-g96,01 DWG.Ddf Approved for use outside HVHZ: Yes Verified By: Pedro De Flgueiredor P,E, 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-206.0 Evaluation Reports RECEIVED Other: -206,0 psf at maximum clip spacing 9" o/c -202.3 psf FL24221 RO Al! R17-296,>~.odf at maximum clip spacing 19" o/c Created by Independent Third Party: Yes MAR 1.6 2018 24221.8 Permitting Department St. Lucie County ka 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 FLZ 221 RO 11 17-296.03 pWG.Ddf Approved for use outside HVHZ: Yes Verified By: Pedro be Figuelredo, P.E. 52609 Impact Resistant: NIA Created by Independent Third Party: Yes Design Pressure; +N/A/-22t .5 Evaluation Reports Other: -228.5 psf at maximum clip spacing 9" o/c -194.8 psf FL24221 RO AE R17-296- 3,Ddf 1 at maximum clip spacing 19" a/c Created by Independent Third Party: Yes Dynamic Meta s 5V Cr mp (f6 a Crimp26 Gauge Galva15, a SteelNon- ructura roofane 7Approved Installation Instructions or use in HVHZI Yes EL24221 RO II 17-296.07 DWG,pdf or use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-243.5 Other: -243.5 psf at maximum fastener spacing 8" o/c -142.3 psf at maximum fastener spacing 16" o/c Verified By: Pedro De Figuelredo, P.E. S2609 Created by Independerit Third Party: Yes t Evaluation Reports lip FO-4221 RO AEE R17-296 77.po Created by Independent Third Party: Yes 24221.10 Dynamic Metalsl5V 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.adf Approved for use outside HVHZ: Yes Verified By:' Pedro De Flgueiredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Parry: 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.Ddf psf at maximum fastener spacing 16" o/c Created by Independent Third Party: Yes antic SVxxt Contact l7s :: 2601 01alr Stone Road. Tallahassee FL 32399 Phone: 850.487.424 .i The State of Florida is an AA/EEO employer,' Copyright 2007.2043 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records, If you do not want your a -mall 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(i), 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 emaiis 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 small address which can be made available to the public. to determine if you are a licensee under Chapter455, Fs., please dick bA Product Approval Accepts; ST. LUCIE COUNTY BUILDIN SION u� � REVIEWED FOR C REVIE ED BY DATEZ,o, PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE M- @71TI - i SDCL13il6r�fE'1;kI� tip,. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT COMPLNECESSARY ILPPLICABLE TO CW"LED FASTENMS OR ATTACHMENTS FILE ARETHERESPONSIBILlTYOFTHE COPY OONTRACTOR OR RECORD https://www.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDquUsDrhuM3DGM%2bm17wFt13%2fYFSEfn3NwN%2bZFHJ131BchAw%3d%3d 3/3 ro Date: 1011012017 ENGCO, Inc. REF.#: 17-296 7 I. . ;i.•� ;raS 1791 Blount Road unit 907 Pompano Beach -Florida -33069 5V CRIMP 26 GAUGE STEEL Tel: (754) 307.1319 Fax; (754),205-6W Small; Engco@AQl..com L 1.0 Product Manufacturer: Dynamic Metals, LLC 340 Pike Road West Palm Beach, Florida 33411 2.0 Code Edition: Florida Building Code 2017 - 6th Edition Applicable far Non HVHZ & HVHZ Chapter15 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" maxim urn 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)iyt- f } v Non-HVHZ: less than 3:12 - with lap sealant (section 1507 a,�.� •""""'•• .G N0.5zfs4 • spat ' ! n Date: 10/16/2017 1 E I d G C 0 inc. REF.#: 17 296 7 1791 Blount Road unit 907 Pompano Beach - Florida - 33069 Tel: (754) 307.1319 Fax: (754) 205-6846 Emall: Engcoa@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 a!nd 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 3"oc 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 allowed •ter, .......... �•� �� N0, 52609 � • Y S WE Ofic--. 4el— s' a Date: 10/18/2017 "t ;l �Fb ✓. REF.#: 17.295 7 1791 Blount Road unit 907 Pompano Beach - Florida - 33069 Tel: (754) 307-1319 Fax: (754) 205-6848 Email: Engco@AOL.com 8.0 Summary of Test Results: 8.1 Architectural Testing, Inc., West Palm Beach, FL. 8.2 Report 63443.19-450-44, 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 i 8.6 Report 1-16854.01-106-31, dated110/19/2017. Layer 1: 30# Asphalt saturated organic felt paper installed with a minimum 4" side lap and 6" end laps. Underiayment 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 iltermediate 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 11/2" 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 11/2" Corner WoocIZAC 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. J w'' No. 52609 t' Date: 10118P2017 e ko' E IV nt C 0f inc. REF,#: 17.2967 y._ . 1791 Blount Road unit 907 1 Pompano Beach - Florida - 33069 TO (754) 307-1319 fax: (754) 205.6846 Email: EngooQAOL.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 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 a UA �ii OCTZ l7nK* DYI,IAMIC 5V CRIMP 2 G GAUGE GALVALUME STEEL PANEL DRAWRIGS #: 1 : -29G. i REPORT: 17 -29G. 7 52009 .n,Z011 P 9 n F 13 E P tal I E .11 t-1 u m I ff)� r--4—PL%( CDX PL',(WOO.D i DRAWINIG5 #: ) 7-20G.7 REPORT: I 7"-29G. '/ #10_1_1/--� Wool) -'AC HlLD HWH FASJEI--JEPS =.Pr CELL AT 16'DC AT FIELD AND P,2i C F P rj'i T P i- "T �rC C4 NO. .5200 17 v