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James Bronder <br /> From: DN Hannam <dnhannam@frontier.com> <br /> Sent: Monday,July 31, 2023 2:32 PM <br /> To: James Bronder <br /> Subject: [EXTERNAL] John Grifiths garage add <br /> Attachments: BeamChek 2020_30.pdf, 2204 Griffiths Shed_Wall Header-1.pdf <br /> CAUTION:This email originated from outside of the organization. Do not click links or open attachments <br /> unless you recognize the sender and know the content is safe. <br /> Hi James, <br /> This is actually faster than making a pdf from a scan of my hand calc. Here are 2 calculations — <br /> Forte = 2 LSL and Beam Check using 4x10 HF2. <br /> There is only a 17 FT trib area using 25 LL + 15 DL = not a lot of load. I prefer the pair of LSL. <br /> If you have any further questions, please send me an e-mail. I will get back to you as soon as I <br /> can. <br /> Thank you <br /> Doug <br /> Doug Hannam D <br /> PORT GARDNER ARCHITECTS 30L 31 2023 <br /> 425 388 5588 <br /> CITY O t Se ncesT <br /> Per m <br />