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Wind Load Bracinp All option code assemblies listed in Table 1 of this report are braced on the inside of the doors with three inch horizontal spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTM A653-00 steel with a minimum yield strength of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating. The gage and quantity of U-bar braces varies depending on the amount of windload resistance required and the height of the door In addition to three-inch horizontal spanning U-bars, some of the option code assemblies listed in Tables 1 and 2 of this report are braced with vertical aluminum posts made up of 0.125-inch thick 6063-T6 aluminum alloy The post is a telescoping post assembly The outer member outside diameter is 1 75" wide x 4.00" long. The inner member outside diameter is 1 47" wide x 3 72" long 6. INSTALLATION All option code assemblies listed in this report are to be installed in accordance with the most recent manufacturer's published installation instructions/drawings and this report. The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these instructions/drawings shall be available at all times on the job site during installation. 7. ALLOWABLE TRANSVERSE WIND LOADS Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2007 Florida Building Code and shall not exceed the allowable transverse wind loads shown in the following tables. Table 1: Models 8000/8100/8200 Allowable Transverse Wind Loads and Impact Rating Windload Maximum Size Positive Negative Glazing Door Impact Specification Design Design Available Resistant O tion Code Width Hei ht PSF PSF Reinforcement Yes/No Yes/No 1100 9'-0" 14'-0" 15.90 18.20 3", 20 gage U-bars Yes No 1101 9'-0" 14'-0" 22.90 26.30 3", 20 gage U-bars Yes No 1102 9'-0" 14'-0" 26.90 30 80 3", 20 gage U-bars Yes No 1103 9'-0" 14'-0" 35 70 41 00 3", 20 gage U-bars Yes No 1104�'� 9'-0" 14'-0" 46 00 52.00 3", 20 gage U-bars Yes Yes 1120 16'-0" 14'-0" 12.40 13.80 3", 20 gage U-bars Yes No 1121 16'-0" 14'-0" 15.30 17 00 3", 20 gage U-bars Yes No 1122 16'-0" 14'-0" 23.00 25 00 3", 20 gage U-bars Yes No 1123�'� 16'-0" 14'-0" 30 00 33.50 3", 18 gage U-bars Yes Yes 1124�'� 16'-0" 14'-0" 34 40 38.30 3", 18 gage U-bars Yes Yes 1125�'� 16'-0" 14'-0" 46 00 52.00 3", 18 gage U-bars Yes Yes 1140 18'-0" 14'-0" 12.40 13 80 3", 20 gage U-bars Yes No 1141 18'-0" 14'-0" 18.50 20 70 3", 18 gage U-bars Yes No 1142�'� 18'-0" 14'-0" 34 40 38 30 3", 18 gage U-bars Yes Yes 1143�'� 18'-0" 8'-0" 34 40 38 30 3", 20 gage U-bars +(1) Aluminum Post Yes Yes 1144�'� 18'-0" 8'-0" 46 00 52.00 3", 20 gage U-bars +(1) Aluminum Post Yes Yes Note 1 The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact resistance, and therefore may be used with optional glazing in the wind borne debris region. Page 3 of 5 Wayne-Dalton