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Unirac - Solarmount / Sunframe Con Turator - Project Spo ableSpans � Page 2 of 2 <br />Single L Foot SM b ft <br />Single L Foot SMHD 8 ft <br />, • Dduble L Foot SM 5 ft <br />� Double L Foot SMHD 8 ft <br />Point Load Calculations (per Code, these are based on maximum allowable spans as shown in chart above) <br />Description Variable Downforce Uplift Units <br />Single SM Point Load Force R 422.4 -123.0 Ibs <br />Single SMHD Point Load Force R 675.8 -196.8 Ibs <br />Point Load Calculations for your span are: <br />Rail preference <br />Revised Rail Span L 4 ft <br />Solar Mount Point Load Force R 337.9 -98A Ibs <br />This engineering report and associated bill of materials is to be evaluated to Unirac SolarMount Code Comp�iant Installation Manual 227.3 (Pub 110616-1cc) and SunFrame Code Compliant Installation Manual <br />809 (Pub 11051&2cc) which references Intemational Building Code 2003, 2006, 2009 and ASCE 7-05, ASCE 7-02 and California Building Code 2010. The installation of products related to this engineering <br />report is subjed to requiremenls in the above mentioned installation manual. <br />Rev 3.2 - 8/25�2011 <br />http://www.unirac.com/configurators/estimator_roofinount/?module=part&task=estimator&mode=detail... 3/12/2014 <br />