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<br /> <br /> <br /> <br /> <br /> <br /> <br />3 <br /> <br />Headers <br /> <br />Trusses (See Note Below) <br />End Trusses (See Note Below) <br /> <br />Custom Beam (See Note Below) <br /> <br />The lOlal Cost of in stock malerials is $4871.24 plus lax. <br />This Price does nol include any Special Order IIems. <br />Was crealed on 4/6/2005 and is valid for 3 business days. <br /> <br />Roof TrUSses mUsI be ConslrUcted for: 4/12 pitch; 24-fool span <br />24-inch Spacing (0. c.); 24-inch eave overhang; 12-inch gable oVerhang <br />40 psf live load, 7 psf dead load <br /> <br />made for: 195-in. span, 10.5-in. clear height, 3.5-in. deplh <br />with deflection under 1/240 <br /> <br /> <br />UBC.cod parameter file. <br />used: 24' by 40' by 8' high, <br />Eave overhang of 24 inches, Gable oVerhang of 12 inches, <br />with a foundation size of 8" wide by 0" high. <br /> <br />WARNING: <br />THIS IS NOT A FINAL DESIGN PLAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL <br />CONSIDERATIONS, OR SITE CONDITiONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE <br />FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE, AND STRUCTURAL SAFETY OF THIS <br />DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING <br />INSPECTOR. <br />THE COMPANY ASSUMES ABSOLUTEL Y NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM. <br />ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE <br />REASONABLE AND ACCURATE. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />