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STRUCTURAL SOL UTIONS, PA. <br /> Structural Engineering ■ Investigations ■ Consulting <br /> June 4, 2008 <br /> Mr. Steven White <br /> Amarr Garage Doors <br /> 165 Carriage Court <br /> Winston-Salem, NC 27105 <br /> Re: Wind Load Pressures on Garage Doors <br /> Calculated per ASCE 7-98, 7-02 and 7-OS <br /> Amarr Garage Doors <br /> Project No. 08-001 <br /> To Whom It May Concern: <br /> The wind load pressures on garage doors are the same whether they are calculated using ASCE 7-98, 7-02 or <br /> 7-05. Where Amarr Garage Door drawings indicate that pressures were calculated using ASCE 7-98 or <br /> ASCE 7-02, the wind load pressures are still valid for ASCE 7-05. <br /> S ince:ely�... �,��.��`♦..•• <br /> , : �; . ; <br /> � w1; 'S: • •k <br /> � � i <br /> s 1+ • <br /> : ►Va A , <br /> � � <br /> � ' � <br /> . *+ 97AT� t}F � � � <br /> +�.(�` <br /> , • <br /> �s� ' �'aa•r���� � <br /> �� # <br /> .� *y �: <br /> ��� <br /> STRUCTURAL SOLUTIONS P.A. <br /> Thomas L. Shelmerdine, PE <br /> President <br /> 5921-G West Friendly Avenue ■ Greensboro, North Carolina 27410 ■(336) 856-2686 ■ Fax (336) 856-2687 <br />