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Report / 0? do3 Fs/ /5y4<5 D' 4k° ( Cli' RECEIVED AUG Z0 0� PFC -6103 • c� LEGACY REPORT Reissued February 1, 2004 ., , CITY OF TIGARn -- ,Lulivu UIVISInN ICC Evaluation Service, Inc. Business/Regional Office • 5360 Workman Mil Road, Whittier, Calfomia 90601 • (562) 699-0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 WWW •ICC -es. o rg Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 n (708) 799 -2305 • Legacy report on the 1997 Uniform Building Codem'', 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 in li loads,"nasea on strength and deflection consider iiot , r a orth in Table _ CHAMPION SUPERFOAM PATIO -COVER ROOF PANEL 1 _ SYSTEM 2.4 Installation: -: CHAMPION ENCLOSURE SUPPLIERS The roof panel length must be continuous t7l ;i 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' / 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 Code.' (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 inches (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 (Cl 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 ICC -ES Interim Criteria for Sandwich Panels (AC04), dated September 2002; 2.2.1.2 Facings: The facing material on both sides of the report of fire test conducted in accordance with UBC Standard panels is 0.024- inch -thick (0.61 mm), 3105 -H274 aluminum 26 -3 (UL 1715); and a quality control manual. alloy. 4.0 FINDINGS '' 2.2.1.3 Adhesive: The facings are factory- adhered to the • 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 Code (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: . 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 ammo an endorsement of the subject of the report or a recommendation for its axe. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to jN any finding or other matter in this report, or as to any product covered by the report. "'Ne„` ..-.... Copyright © 2004 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. 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 (pst) (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 2 / 8 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 are 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. '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. "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 U60 wind uplift load and L/120 gravity load deflection limitations. • r, Page 3 of 3 - PFC -6103 • 3.810 SYM. SYM. I • • E • � I I II • • 0.782 0.545 I 0.545 0.626 6.050 1.000 1.000 6.210 3.970 #LLL TwOM[a CAe- MEP AS SMW WALL 1MO•1273 axe Dot? AS 91CW1 3.75 -inch Mullion 6 -inch Mullion FIGURE 1— MULLION DETAILS 3' WIDE DY 3 3/ 4" OR 6" THICK 5ANDWICH PANEL WI1H MLLLION5 A1fACI -fI7 f0 EALH LONGI1UOINAL EDGE • . #8 X I / 2" 5M5 AtfACHING INNER HORIZONTAL • I- FADER ARM W ` `°° EDGE OF FEVER ARM f0 F0ftOM FLANGE OF 11 ROOF MULLION. EFER TO TABLE I FOR REQUIRED #8 X I/ 2" 5M5 ATTACHING OUTER HORIZONTAL NUM(3ER OF FASTENERS At EACH CONNECtION EDGE OF I -FADER ARM tO T3OftOM FLANGE OF fl-E R OOF MULLION. REFER 10 TABLE I FOR REQUIRED 5M5 AffACI.1ING HEADER ARM f0 I EEAGER DA5E, NUM(3ER OF FASIENE .RS I FADER 6A5E REO1JI FD NUMCjER OF FASTENERS PER PANEL At EACH CONNECTION MUSt aE DESIGNED FIGURE 2— HEADER TO ROOF SYSTEM CONNECTION DETAIL •