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PELLETIER ', + : SCHAAR <br /> 7. The mechanical equipment in the garage should be shown to be protected from <br /> vehicular damage by a bollard or other approved protective method. M1307.3.1 <br /> A bollard and note were added to the garage. Please see sheet A1.1 <br /> 8. The plans should show that the building is required to undergo an air leakage test <br /> (performed by a licensed 3rd party agency). The testing requirements should be shown <br /> on the plans according to WA State Energy Code Section R402.4. The scope-of-work <br /> (SOW) has been revised.Please see sheet"A0.1" <br /> 9. Duct testing is required per WA ST Energy Code Section R403.3.3 (see exceptions). <br /> The plans should note the testing requirements. The scope-of-work(SOW) has been <br /> revised.Please see sheet"A0.1" <br /> 10. The plans should show a heat pump per the project energy credits. Plans currently <br /> show a furnace. WA State Energy Code Table R406.2 The scope-of-work(SOW) <br /> has been revised. Please see sheet"A1.1" <br /> 11. The plans should show an electric heat pump water heater per the project energy <br /> credits. WA State Energy Code Table R406.3. The scope-of-work(SOW) has been <br /> revised. Please see sheet"A1.1" <br /> 12.Floor plans should show a landing outside of each exterior door. See exit from <br /> garage. R311.3. A landing was added to exterior door at garage.Please see sheet <br /> "A1.1" <br /> Structural ( For a all structural response please see letter from Perco <br /> Engineering.) <br /> 1. Foundation Plan on Sheet S 1.1 should provide post sizes and connections to framing <br /> members and to footings with appropriate post bases. Please key in any detail <br /> references. R 106.1.1 <br /> 2. Foundation plan should provide footings or sufficient design to accommodate all <br /> loads at all bearing wall locations. For example, bearing wall at Office, stairway/ <br /> Bathroom, and Utility room. R106.1.1 <br /> 3. Please provide a detail for the guardrail/half wall framing located on the 2nd level <br /> around the stairs. Guards and handrails should be able to withstand a uniform load of <br /> 50 lbs/ft or a concentrated load of 200 lbs placed at the top of the handrail or guard. <br /> Table R301.5 <br /> Pelletier+ Schaar, LLC <br /> 26911 98th Drive NW, Suite B, Stanwood, Washington 98292 p (360) 629-5375 <br />