Laserfiche WebLink
� <br />� <br />Sheet AF1.1 — Roof Framing Plan updated to show location of girder <br />trusses. See attached Structural response letter. <br />Sheet AF1.1 — ADD STRUCTURAL DETAILS 2 AND 3. <br />✓ 5. Show how fireplace cantilever is framed. <br />Sheet AF1.0 — Foundation Plan updated to show 2x8 D.F. #2 @ 16" O.C. at <br />location of fireplace cantilever. <br />� 6. Foundation vents are required within 3'-0" of all corners the plans show vents <br />located 3'-0" from the corner. <br />Sheet A1.0 — Foundation Plan updated to show "3'-0" MAX. TYP." <br />Dimension at foundation vents. <br />•,O 7. Deck and stair detail shows footings for landing and stairs above grade. <br />Footings shall rest on undisturbed soil not less than 12" below the finished <br />grade. <br />Sheet A1.0 — Detail 7 modified to show footings for deck and stair bearing <br />on undisturbed soil a minimum of 12" below finish grade. <br />a/ 8. Note on plans "1 '/4" — 2" diameter handrails. 34" min., 38" max. above tread <br />nosing. Return ends." <br />Sheet A1.0 — Detail 7 modified to show note "1 '/4" — 2" DIAMETER WOOD <br />HANDRAIL. 34" MIN., 38" MAX. ABOVE TREAD NOSING. RETURN ENDS. <br />PROVIDE GAL. STEEL SUPPORTS @ 4'-0" O.C. MAX." <br />,% 9. Specify lag screws at ledger shall be staggered top & bottom. <br />Sheet A1.0 — Detail 7 modified to show note "5/8"X5" LAG SCREWS <br />THROUGH P.T. LEDGER INTO RIM JST. @ 16" O.C. STAGGER TOP AND <br />BOTTOM." <br />,/ 10. Specify roof truss connections(s) at double top plate capable of transferring <br />roof diaphragm loads into walls and resisting uplift. <br />Sheet AF1.1 — Roof Framing Plan updated to show roof truss connections. <br />See attached Structural response letter. <br />� 11. Provide gravity calculation for 4 X 12 D.F. #2 @ fireplace supporting point <br />load of girder truss. <br />See attached Structural response letter. <br />.� � <br />