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Report ' - - .,e a a2 0 7- a79 / 93 . 5r3 / 7 come - c r LEGACY REPORT RECEIVE PFC -6103 eissued February 1, 2006 APR - � 4 � 2000 � 7 ICC Evaluation Service, Inc. Business/Regional Office • _ a` , .'r I :. Mi�1 6 A hi ther, Califomia 90601 • (562) 699-0543 Regional Office • 900 Mont= ':'�'` *tit 0 /0,� ,141 a� , Alabama 35213 . (205) 599 -9800 www.icc-es.org Regional Office • 4051 West Flossmoor Road, Country Oub Hills, Illinois 60478 • (708) 799 -2305 Legacy report on the 1997 Uniform Building CodeTM, the 2000 International Building Code and the 2000 International Residential Code DIVISION: 10— SPECIALITIES 2.3 Structural Design: Section: 10530 — Protective Covers Maximum allowable gravity and wind -uplift loads, based on CHAMPION SUPERFOAM PATIO -COVER ROOF PANEL strength and deflection considerations, are set forth in Table SYSTEM 2.4 Installation: CHAMPION ENCLOSURE SUPPLIERS The roof panel length must be continuous in the direction of 12111 CHAMPION WAY its slope, with no transverse joints.. Longitudinal panel edges CINCINNATI, OHIO 45241 are connected to adjacent panel edges using the mullions described in Section 2.2.2. Each mullion flange is secured, 1.0 SUBJECT at 24 inches on center, to the panels with No. 8, self - drilling, self- tapping, stainless steel, sheet metal screws, having Champion Superfoam Patio -cover Roof Panel System.. minimum 1 / 4 -inch-diameter (6.4 mm) heads. Panel supports 2.0 DESCRIPTION must provide a minimum 1- inch -wide (25 mm) continuous 2.1 General: bearing width at support points for gravity loads. For wind uplift loads, panel restraints at each panel end must provide The Champion Superfoam patio -cover roof panel system a minimum 1- inch -wide (25.4 mm) continuous bearing width, provides structural roof panels for patio covers conforming to or the panel mullions must be secured to supports with No. 8 Division III of the 1997 Uniform Building CodeTM (UBC) x 1 / 2 -inch (12.7 mm),-self-drilling, self- tapping, stainless steel Appendix Chapter 31, Appendix I of the 2000 International sheet metal screws; having minimum 1 / 4 -inch- diameter (6.4 Building Code ® , and Appendix H of the 2000 International mm) heads. (Justification for the actual fastener head Residential Code ® . The panel system consists of factory-' diameter must be substantiated to the satisfaction of the assembled sandwich panels and mullions. The factory- building official.) See Figure 2 for installation details, and assembled sandwich panels consist of aluminum facings Table 1 for fastening schedule. Connection of the panels to adhered to an expanded polystyrene foam plastic core. The the structure must be approved by the building official. panels are 36 inches (914 mm) wide and 3 / (95 mm) . or 6 inches (152 mm) thick. The panels are field - installed, 2.5 Identification:" with the mullions along the longitudinal joints of the panels. Each roof panel is identified by a label noting the name and 2.2 Materials: address of Champion Enclosure Suppliers, Inc., the panel type, the evaluation report number (PFC- 6103), and the name 2.2.1 Roof Panels: of the inspection agency (CI Professional Services, Inc.). 2.2.1.1 Core: The core material consists of foam plastic that Each package of mullions is identified by a label bearing the complies with ASTM C 578 -95 as Type II, and is described in name and address of Champion Enclosure Suppliers, Inc., the approved quality control manual. The foam plastic has a the evaluation report number (PFC- 6103), and the name of 1.5 pcf (24 kg /m nominal density, and has a flame- spread the inspection agency (CI Professional Services, Inc.). rating of 25 or less and a smoke - density rating of 450 or less 3.0 EVIDENCE SUBMITTED when tested in accordance with UBC Standard 8 -1 (ASTM E 84). Calculations and data complying with the Acceptance Criteria 2.2.1.2 Facings: The facing material on both sides of the for Sandwich Panels (AC04), dated September 2002; report of fire test conducted in accordance with UBC Standard 26 -3 panels is 0.024- inch -thick (0.61 mm), 3105 -H274 aluminum (UL 1715); and a quality control manual. alloy. 2.2.1.3 Adhesive: The facings are factory- adhered to the 4.0 FINDINGS core using the Type II, Class 2, adhesive described in the That the Champion Enclosure Suppliers, Inc., Superfoam approved quality control manual. Patio -cover Roof Panel system described in this report 2.2.2 Mullions: The mullions used to interconnect the complies with the 1997 Uniform Building CodeTM (UBC), panels along their longitudinal edges are of extruded 6063 -T6 the 2000 International Building ®ode ® (IBC), and the 2000 aluminum alloy complying with ASTM B 221. See Figure 1 for International Residential Code (IRC), subject to the . mullion specifications. following conditions: i ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service. Inc., express or implied, as to /y� ■ 0 / f, g any finding or other matter in this report, or as to any product covered by the report. N .a Copyright © 2006 Page 1 of 3 Page 2 of 3 PFC -6103 4.1 The system is used only for patio covers regulated 4.4 The remaining portions of the structure are by Division III of UBC Appendix Chapter 31, IBC designed and constructed in accordance with the Appendix I and IRC Appendix H, as applicable, applicable code. 4.2 Panel fabrication, identification and installation 4.5 The panels are fabricated by Champion Enclosure comply with this report and the manufacturer's Suppliers, Inc., in Cincinnati, Ohio, with inspections instructions. by CI Professional Services, Inc. (AA -656). 4.3 Panel connections to the supporting structure must This report is subject to re- examination in two years. 11; be designed, and the justification submitted to the building official for approval. TABLE 1— ALLOWABLE SPANS FOR PATIO -COVER ROOF PANELS WITH MULLIONS, AND FASTENER SCHEDULES PANEL DESCRIPTION WIND ALLOWABLE SPANS (feet- inches) NUMBER OF UPLIFT SCREWS PER Core Facing Nominal LOAD Live Load (psf) Snow Load (psf) CONNECTION Thickness Thickness Core (psf) (Patio Cover (inches) (inch) Density 10 20 20 30 40 50 Height (pcf) up to 12 Feet) 10 21' 0" 17' 4" 15 9" 13' 5" 11' 10" 10' 8" 2 15 21'0" 17'4" 15'9" 13'5" 11'10" 10'8" 3 3 0.024 1.5 20 21' 0" 17' 4" 15' 9" 13' 5" 11' 10" 10` 8" 3 25 17'11" 17'4" 15'9" 13'5" 11'10" 10'8'° 4 30 14' 9" 14' 9" 14' 9" 13' 5" 11' 10" 10' 8" 4 _ 35 12'7" 12'7'` 12'7" 12'7" 11'10" 10'8" 5 • 10 23'0" 23'0" 21'3" 17'7" 15'4" 13'9" 2 15 - 23' 0" 23' 0" 21' 3" 17' 7" 15' 4" 13' 9" 3 6 0.024 1.5 20 23' 0" 23' 0" 21' 3" 17' 7" 15' 4" 13' 9" 4 25 23'0" 23'0" 21'3" 17'7" 15'4" 13'9" 4 30 20' 10" 20' 10" 20' 10" 17' 7" 15' 4" 13' 9" 5 35 19' 3" 19' 3" 19' 3" 17' 7" 15' 4" 13' 9" 5 Minimum panel slope (per foot of projection) 1 / 4 inch - 3/ inch — For SI: 1 inch = 25.4 mm, 1 ft = 304.8 mm, 1 pcf.= 16.018 kg/m 1 psf = 47.9 Pa., 1'F = (9/5 x 1 °C) + 32. .. . 'The roof panels are to be used only in structures permitted under UBC Appendix Chapter 31, Division III; IBC Appendix Chapter I; and IRC Appendix Chapter H. 2 Roof spans aFe based on uniform load application. Consideration must be given to non - uniform loading, such as that associated with snow buildup, and areas of discontinuity for wind loads. 3 To resist wind uplift forces, No. 8 fasteners must be installed as specified in the table. The maximum panel overhang at supports is 24 inches. 4 "Number of Screws per Connection" indicates the number of screws at each of the following locations (see Figure 2): - Outside horizontal edge of header to roof mullion. - Inside horizontal edge of header to roof mullion. Note: Fastening of vertical leg of rotating cap to wall header must be designed. 'Allowable spans are based on 1160 wind uplift load and L /120 gravity load deflection limitations. 4 ;" Page 3 of 3 PFC -6103 t 3.810 1 C_ !1 SYM. j • , I SYM. 0 1 1- 1 I ij I 1 ' El 1 it Ni �I I c ! o I i I _ 0 1 o N ' i _ 1 N . I I _ N Ilf N .. t_ .: o f I :I I I; I : I f . ■ r - N 1 ■ 11 I 1 ' I of • I 1 0. 785 1 11 1 0.626 _ 0.545 I I 1 t 0.545 1 I I I 6.050 I i I: 1.000 I E 1.000 11— _...._ — — — —. .--- 6.210 ' 3.970 _ 1 I • WA4 N.M., 0 mr D..C. AS SNOAN SYALL n2Ch�E`i5 O.aY ExCEf* AS SNC55N 3.75 -inch Mullion 6 -inch Mullion FIGURE 1— MULLION DETAILS 3' WM IN 3-3/ 4" Op 6" • THICK 5ANf7WICN PANEL WITH • MULLIONS ATTACHEV TO EACH LONGITUVINAL EnG yi - - -= _ _ ^ 1 `'` —# 8 X I / 2' 1 5M5 ATTACHING INNEF HOPIZONTAL - ' l •. :'' ED I?M GE OF HEAnEF A t0 60TTOM FLANGE OF THE HE/CEP AU ; ! FOOL MULLION. PEFEI? t0 TABLE I Fop PEQUIP.EW # 8 X I/ 2" 5M5 ATTACHING ou HOC?IZONtAL - -- _ NUMI3EP OF FASTENEPS AT EACH CONNECTION EnGE OF HEACJEE A?M t0 60TTOM FLANGE OE 11-E POOF MULLION. DEFER t0 TABLE I FOP loumn 5M5 ATTACHING HEAOEP Ai?M TO HEAPED 6A5E, NUMBER OF FASTENEI 5 HEAnER 6ASE FEQUIREn NUMPER OF FASTENERS PER PANEL AT EACH CONNECTION MUST DE 19E5IGNEn FIGURE 2— HEADER TO ROOF SYSTEM CONNECTION DETAIL • f,