The URL can be used to link to this page

Home My WebLink AboutPRODUCT EVALUATION REPORT0 Metal Roof and Wall Systems SCANNED St. Luce County PRODUCT EVALUATION REPORT 5V Crimp Panel State of Florida Professional Engineer: Terrence E. Wolfe, P.E. # 44923 2405-a S. Houston Ave., Suite 500 Humble, TX 77396 State of Flerld® QOJ6 dP 26778 ,�yq0 one naeas�a NS• r ;4 • m r �e t`- ' • e &P1'42017 Manufacturer: MBCI, L.P. a division of NCI, L.P Houston 14031 West Hardy Houston, TX 77064 Lubbock 5711 FM-40 Lubbock, TX 79401 Oklahoma City 7000 S. Eastern Ave. Oklahoma City, OK 73149 Atlanta 2280 Monier Ave. Lilhia Springs, GA 30122 Indianapolis 1780 McCall Drive Shelbyville, IN 46176 Memphis 300 Highway 51 North Hernando, MS 38632 Rome 6168 State Route 233 Rome, NY 13440 Adel 1600 Rogers Road Adel, GA 31620 Phoenix 660 South 91ift street Tolleson, AZ 85353 Salt Lake City 1155 West 2300 North Sall Lake City, UT 84116 Atwater 550 Industry Way Atwater, CA 95301 SUBJECT: Roofing, Metal Roofing DESCRIPTION: 5V-Crimp Panel — a 24", wide, through -fastened, nonstructural, metal roof panel, available in 26-ga. (.019). 5V-Crimp Panel is typically applied over plywood. 5V- Crimp panel is through -fastened roof system. CODE CRITERIA: PER RULE 61G20-3, CHAPTER 15, FLORIDA BUILDING CODE — BUILDING, 6TH EDITION (2017), ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1504 PERFORMANCE REQUIREMENTS 1604.1 Wind resistance of roofs. Roof decks and roof coverings shall be designed for wind loads in accordance with Chapter 16, Sections 1504.3.2. 1604.3.2 Metal panel roof systems. Metal panel roof systems through fastened or standing seam shall be tested in accordance with UL580 or ASTM E 1592 or TAS 125. Exception: Metal roofs constructed of cold -formed steel, where the roof deck acts as the roof covering and provides both weather protection and support for structural loads, shall be permitted to be designed and tested with accordance with the applicable reference structural design standard in section 2210.1 1604.7 Impact Resistance. Roof coverings installed on low -slope roofs(roofs slope<2:12) in accordance with Section 1507 shall resist impact damage based on the results of tests conducted in accordance with ASTM D 3746, ASTM D 4272, CGSB 37- GP-52M or the 'Resistance to Foot Traffic" in Section 5.5 of FM 4470. All Structural metal roofing systems having a thickness equal or greater that 22 gage and all nonstructural metal roof systems having a thickness equal to or greater than 26 gage shall be exempt from test listed above. SECTION 1505 FIRE CLASSIFICATION 1505.1 General. Roof assemblies shall be divided into the classed defined below. Class A, B, and C roof assemblies and roof coverings required to be listed byjhisesa+jion shall be tested in accordance with ASTM E 108 or UL 790. ,CE E. ice/ o9s oa'r�ea ii r-N v • �T i 02ma ° o % e No.44923 STr +ems •�� F Cj� J asa ONAt.�'°y 0Irro"9/ W? 14 2DI7 SECTION 1506 MATERIALS 1506.1 Scope. The requirements set forth in this section shall apply to the application of roof -covering materials specified herein. Roof coverings shall be applied in accordance with this chapter and the manufacturer's installation instructions. See attached installation details. 1506.3 Product identification. Roof covering materials shall be delivered in packages bearing the manufacturer's identifying marks and approved testing agency labels required in accordance with 1505. 1506.6 Screws. Wood Screws shall conform to ANSIfASME B 18.6.1. Screws shall be corrosion resistant by coating, galvanization, stainless steel, nonferrous metal or suitable corrosion -resistant material. Corrosion resistance shall be equivalent to ASTM A641, Classl; TAS114, App E; or exhibit not more than 5 percent rust after 1000 hrs. exposure ASTM B 117. SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS 1507.1 Scope. Roof coverings shall be applied in accordance with the applicable provisions of this section and the manufacturer's installation instructions. 1507.1.1. Underlayment. Underlayment shall be applied and attached in accordance with Table 1507.1.1. 1507.4 Metal roof panels. The installation of metal roof panels shall comply with the provisions of this section. 1507.4.1 Deck requirements. Metal roof panel roof coverings shall be applied to a solid or closely fitted deck, except where the roof covering is specifically designed to be applied to spaced supports. See attached limits of use. 1507.4.2 Deck slope. The minimum slope for lapped, nonsoldered seam metal roof panels with applied lap sealant shall be one-half unit vertical in 12 units horizontal (4- percent slope). See attached limits of use Wo01F9cdda c.aa. CSygDR dR��.F3 d2677,8 ;r r 'pt`R�"'t�'•3� H M 0 ,0" l�AL �p L6p�sa 4d:6446q� '142017 1507.4.3 Material standards. Metal -sheet roof covering systems that incorporate supporting structural members shall be designed in accordance with Chapter 22. Metal - sheet roof coverings installed over structural decking shall comply with Table 1507.4.3(2). Table 1507.4.3 2 Metal Roof Coverings Roof Covering Type Minimum Application Rate 55% Aluminum -Zinc Alloy Coated Steel ASTM A 792 AZ 50 5% Aluminum Alloy Coated Steel ASTM A 875 GF60 Galvanized Steel ASTM A 653G-90 Prepainted Steel ASTM A 755 1507.4.4 Attachment. Metal roof panels shall be secured to the supports in accordance with the manufacturer's fasteners. In absence of manufacturer recommendations, the following fasteners shall be used. 1. Galvanized fasteners shall be used for steel roofs. 2. Copper, brass, bronze, copper alloy or 300 series stainless -steel fasteners shall be used for copper roofs. 3. Aluminum -zinc coated fasteners are acceptable for aluminum -zinc coated roofs. 4. Stainless -steel fasteners are acceptable for all types of metal roofs. CHAPTER22 STEEL SECTION 2210 COLD -FORMED STEEL CONSTRUCTION 2210.1 Regular cold -formed steel. The design of cold -formed carbon and low -alloy steel structural members shall be in accordance AISI S100. 0 9HHd PAova 01MYDfIA7 8E s��FA C.OJL e .`.,09V` rE E. i 0MG Nc.44'923 e � • :a:j � Si' . o o>z1�` S0B 1 VA4 8\ggip�4 SEP1'42017 LIMITATIONS OF USE FOR NON -HIGH VELOCITY HURRICANE ZONES Minimum Slope: Deck Type: Deck Description: Deck Attachment: Underlayment: Fire Barrier: Minimum Deck Thickness: 3:12 (per manufacturer's recommendation). Wood 19/32" or greater plywood or wood plank. Applied in accordance with FBC 6ch Edition (2017) Applied in accordance with FBC 6ch Edition (2017) Class A fire exposure rating in accordance with FBC Section 1505.1 with UL 790. 15/32"-For Reroof Only (19/32" for New Construction) Documentation Supporting the Compliance Statement: UL-580-94 w/Rev thru 1998/UL 1897-98: Test Report 07-0293T-06 A — C dated 1- 16-06 by Force Engineering and Testing, Inc. located in Humble, TX 77338. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. UL 790 Class A documentation under Section 1505.1, located in Northbrook, IL 60062. Maximum Uplift Pressure: -146 psf @ V-0" o.c. See Detail "B" -74.75 psf @ 2'-0" o.c. See Detail "B" Application: Install 5V-Crimp per the manufacturers approved detail. Use #10-15 fasteners of sufficient length to penetrate 5/16" through the sheathing. 8M of Flodde Is nr9b3j, 0.0A °oyc°CaCJ E +°oa, 825718 n ��vy V• t` .fig ° w t No.4492,� 219 '• STATE 0 ; 'ataea+o+°P SEP 114 202 SY C M PASM DTTAIL$ —2d' OOVERACIE-----=+ PANEL OVERLAP FASTENER WWASHER SUBMAM PANELUNDERLAP FAMENINO PATTERN AT & RIDGE OF PAWPA�ERN ATFIELD, SAVE & RIDGE OF PAW Rffiteo9FlOfld® QO.A. oe CCO BAAAAA 026M V E J No.44323 STATE OF NA-RigAggsesA�