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Home My WebLink AboutENGINEERING EVALUATIONC3Y Date: 10118/2017 E N G CO. 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 1.0 Product Manufacturer: Dynamic Metals, LLC — 340 Pike Road RECEIVED West Palm Beach, Florida 33411 JUL 03 2018 2.0 Code Edition: Florida Building Code 2017 - 6th Edition ST. Lucle County, Permittin0 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 xvarious lenghts Rib Height: 3/8" "V" ribs height at 12" o.c. ��I 5.3 Panel Clip Properties: ! Not available n__ 5.4 Minimum Deck Requirements: 0cp1, &-51 , L,3cOL OPT �15 ��O O 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) - rtSt�N Non-HVHZ: 3:12 or greater - without lap sealant (section 1507.a)�• t3L� d Non-HVHZ: less than 3:12 - with lap sealant (section 1507.", 41 THESE PLANS AND ALL PROPti : �i0. 5260 ' G PROPOSED WORK* s * e kEALED FASTENERS OR ATTACHMENTS ARE SUBJECT TO ANY CORRECTION s q7E REQUIRED BY FIELD INSPECTORS THAT �D�,'•., F�pIDp•' ` ARE THE RESPONSIBILITY OF THE ; MAY BE NECESSARY IN ORDER TO CONTRACTOR OF RECORk COMPLY WITH ALL APPLICABLE CODES. OCiT F�, f m ENGC®,Inc. 1791 Blount Road unit 907 Pompano Beach - Florida. - 33059 Tel: (754) 307-1319 Fax: (754) 205-6846 Email: Engco@AOL.com 5.5 Minimum Underlayment:. Date: 10/1812017 REFA: 17-296 7 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: #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"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 Date: 10,118/2017 REF.#: 17-296 7 1791 Blount Road unit 907 Pompano Beach - Florida - 33069 Tel: (754) 307-1319 Fax: (754) 205-6M 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 10/19/2011. 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: Feld 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 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. t No. 52609 STATE OF ot�� '7 c (Rlii K G inc. <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: Date: 10/18/2017 REF.#: 17-296 7 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 - VL5-005-02-01 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 �jt• Or- rluU;�-: :�� Sia�� •`r Om11 "'01--ci DYNAMIC 5V CRIMP 2G GAUGE GALVALUME STEEL PANEL DRAWINGS 7-20G,7 REPORT; I 7-29G. 7 NO-52609 A X ? OF 0"2017 a F`n Fl F 1) E C. I...' 4 - PL 'Y CD;; P L )" W 0 0 D HET I Il G # I - *1 /2-" P A (--'E E i AT -.PA(7FP AT ,,,]DDD--1:7_ A C. I tS" DC AT FY7 AT DP,AWII-.IG5 #: J 7-29G.7 REPORT: I 7-29G.7 PIE HILD HWH FTELD AkID g" No. y S MAIM Z9