Laserfiche WebLink
' t • • • <br /> — 6. Specify pressure treated sill piate at pantry. Specify attachment of plate to <br /> concrete floor. <br /> Pressure treated wood to be fastened to concrete with concrete nails and . <br /> . pneumatic nail gun. See keynote 5.16 on sheet A5.0. <br /> ✓7. Show how loads are transferred to the new footings in the basement (show <br /> posts and/or multiple studs in exterior walis at point loads above; provide solid <br /> blocking between floorjoists). <br /> See attached structural response letter. <br /> � 8. Provide detail(s) for guard at landing on main floor and (if applicable) along <br /> stairs at second floor. <br /> New 42" high pony walls to be buitt at both locations. See keynote 1.27 on <br /> sheets A1.1 and A1.2. <br /> ✓9. Handrails shall be returned to the wall (no gap permitted). • <br /> Note corrected. See detail #4 on sheet A8.0. <br /> ,/ 10.A11 new glazing to comply with Table 6-1 WSEC. Revise window schedule to <br /> reflect requirement. <br /> New glazing to have a U-factor of 0.34 (see Ta�le 6.1 on sheet G1.0). See <br /> updated window schedule on sheet A9.0. <br /> ✓11.Sheet AF1.2 shows a 4 x 8 D.F. #1 beam, designated "B5" that is 12 feet <br /> long. The calculations for "B5" show a 5 foot span. Please correct. <br /> See attached structural response letter. <br /> J 12.Provide iedger details in section and elevation. The tip of lag screws shall fully <br /> extend beyond the inside face of the band joist. Ledgers shall be flashed tc <br /> prevent water from contacting the house band joist. �how on plans. <br /> See attached structural response letter. <br /> ✓13. Provide roof framing plan. Show how ceiling joists in master bedroom are <br /> supported. <br /> Ceiling joists in master bedroom are supported by new 4x12 DF #1 beam. <br /> See roof framing plan (AF�.3;. <br /> �3 <br />