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Nicole, <br /> <br />Please find the answers from the engineer to your questions below. I have also <br />attached a copy of the plans with the engineer's stamp on it to this email. As well I have <br />uploaded this set of plans to the web portal. Please let me know if there is anything else <br />you need. <br /> <br />Thanks, <br /> <br />• - Provide a beam calc sheet for the W8 x 48 or provide engineering. What is the <br />beam blocked solid with? Both sides or only one? <br />1. Stamp added to verify calcs. One side of the beam blocked with typical 2x <br />lumber trimmed to fit. <br /> <br />• - What is the size of the first floor window header carrying the point load from <br />above? Is it able to support the load? Are you proposing 3(2x6) on either side? <br />2. B2: (2) 1 3/4" x 9 1/2" 1.8E LVLs [2J/1K] <br /> <br />• - Provide existing window headers of gable end walls for the first and second <br />floor. Are these headers able to support the new loads from the floor addition? <br />3. From what we are able to see - yes. I will field verify once demolition of the area <br />is complete. <br /> <br /> <br /> <br /> <br />Greg Roane <br />Email: greg@barnwoodgroup.com <br />Office: 952-303-4416 <br />Cell: 651-278-8572 <br />www.barnwoodgroup.com <br />____________ <br />Barnwood Group, Inc. <br />6255 Bury Drive <br />Eden Prairie, MN 55346 <br /> <br />