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Home My WebLink AboutPRODUCT EVALUATION REPORTSCABN1NED St. Lucie County 0 Metal Roof and Wall Systems RECEIVED NOV 19 2015 PERMITTING St. Lucie County, FL Ak ° 1 111119:35' , Y PRODUCT EVALUATION REPORT PBR Panel State of Florida Professional Engineer: Terrence E. Wolfe, P.E. #44923 19530 Ramblewood Drive Humble, TX 77338 S mFlod.aaa o.o p18T7e '•��tuettet�t No.44923 % *'. STATSOF .� TZ MAR 3 0 2015 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 San Antonio 86771-10 East Converse, TX 78109 Atlanta 2280 Monier Ave. Lithia Springs, GA 30122 Richmond 801 South Ave. Colonial Heights, VA 23834 Indianapolis 1780 McCall Drive Shelbyville, IN 46176 Omaha 1011 Ellison Ave. Omaha, NE 68110 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 910 street Tolleson, AZ 85353 Salt Lake City 1155 West 2300 North Salt Lake City, UT 84116 Oskaloosa 515 IV Ave E. Oskaloosa, IA 52577 Atwater 550 IndustryWay Atwater, CA 95301 Ennis 1804 Jack McKay Blvd Ennis, TX 75120 Nicholasvllle 6975 Danville Rd. Nicholasville, KY 40340 obdo of Florida 0.0A r287t8 %0�v1GE E,. :�/VQ,••�\O°NSA, O{� e N0.44923 •:� STATE OF 0 T ��.'�... "A ;�. MAR 3 0 2015 SUBJECT: Structural Component, Roof Deck. DESCRIPTION: PBR — a 36", wide, through fastened, structural, metal roof panel, available in 29-ga. (.015), 26-ga. (.019), 24-ga. (0.023"), or 22-ga. (0.029") ga. PBR is typically applied over open framing. CODE CRITERIA: PER RULE 61G20-3, CHAPTER 15, FLORIDA BUILDING CODE — BUILDING, 5T" EDITION (2014), ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1504 PERFORMANCE REQUIREMENTS 1504.1 Wind resistance of roofs. Roof decks and roof coverings shall be designed for wind loads in accordance with Chapter 16, Sections 1504.2,1504.3, and 1504.4. 1504.3.2 Metal panel roof systems. Metal panel roof systems through fastened or standing seam shall be tested in accordance with UL580 orASTM E 1592 orTAS 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 1504.7 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 A, B, and C roof assemblies and roof coverings required to be listed by this be tested in accordance with ASTM E 108 or UL 790. .4 ui Stato of FloAdu coa. B �TfO below. Class ift cn'sha�! ,N GE E. , .... , L1r0 " No.44923 " STATE OF : (Y:� T .;OR1_ .. '3VW5 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. 1506.4 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 ANSUASME 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, Class1; TAS114, App E; or exhibit not more than 5 percent rust after 1000 hrs. exposure ASTM B 117. 1506.7 Clips. Clips shall be corrosion resistant clips. The corrosion resistance shall meet shall meet 0.90 oz per sq ft measured according to ASTM A 901A90M, TAS 114 Appendix E or an equal corrosion resistance coating, electro galvanization, mechanical galvanization, hot dipped galvanization, stainless steel, nonferrous metals and alloys or other suitable corrosion resistant materials. Clips must meet the above corrosion resistance SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS 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 standing seam of roof systems shall besMWIta,4da one -quarter unit vertical in 12 units horizontal (2-percent slope). s� See attached limits of use. "�;GE .c ,1'*.-*# R 102 - .n � ':'-,"i E CIF • � ` MAR 30 2015 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. See attached Installation instructions. CHAPTER 22 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. SYM of RmIN aOA1. 025M •••Q�N •....•.0�'• IV �CENS� .��. No.44923 e 0� STATE OF :a' . 9411n.. MAR 3 0 2015 LIMITATIONS OF USE FOR NON -HIGH VELOCITY HURRICANE ZONES Minimum Slope: 112:12 Substrate: Steel Substrate Description: Purlins or FL P.E. designed equal. Substrate Attachment: Designed by FL P.E. per FBC 5ch edition (2014). Fire Barrier: Class A fire exposure rating in accordance with FBC Section 1505.1 with UL 790. Insulation: (Optional) Vinyl or reflective foil faced fiberglass batten insulations that have a flame spread rating of no more than 25 and a smoke development rating of not more than 450. Minimum Substrate Thickness: 16-ga purlins or FL P.E. designed equal per FBC 5th Edition (2014). Documentation Supporting the Compliance Statement: The product has been tested in accordance with: ASTM E 1592-01: Test Report 07-0045T-07 A, B, E, F dated 4-03-07 by Force Engineering & Testing, Inc. located in Humble, Texas. The ASTM E 1592-01 test standard is equivalent to the ASTM E 1592-05 test standard. UL 580 Testing through UL construction # 542 located in Northbrook, IL 60062. FM 4471 "Foot Traffic" documentation for roof slopes 2:12 or less per Section 1504.7. FM Approvals Report 3005245, dated July 24, 2000 located in Norwood, MA 02062. Maximum Uplift Pressure: Application: Test Pressures: See Attached Section Properties & Load Tables Install PBR Panel per the manufacturers approved details. 29 ga. PBR -55 psf @ 4 ft o.c. spans 26 ga. PBR -80 psf @ 4 ft o.c. spans 24 ga. PBR -90 psf @ 4 ft o.c. spans 22 ga. PBR -142.5 psf @ 4 ft o.c. spans CAA 088r� ,111urutt4 GE E. No.44923 STATE OF� TONAL MAR 30 2015 SCE of Flm14e CAA y�ane ^0,CENS No.44923 '' STATE OF •��Z s n eeyn,r�ras �i+••``• MAR 3 A 2015 . 12-I4 a 1 1/4 LONG-M SU- DPoLLER W/R'ASNEN [FASTENER (31 1[F8 LONG-UFE ASIFNFR /4jB�200.C. 111,273V32' TIRE 6FAI+T1 [MM—W7 2 1/2' 7• ePPMTM r R VMING YANG PBR PANEL SIDE LAP DETAIL 12' TV 2 1/2' -------------------- PBR PANEL FASTENER PATTERN (AT INTERMEDIATE SUPPORTS) 36' .. 5' .. 7' .. 5' .. 7' I/2' PBR PANEL FASTENER PATTERN \ (AT PANEL ENDS)