711 91ST PL SE 2025-04-23 - Laserfiche WebLink

�.... • www.mgdesigninc.com M + G DESIGN A cricket roof behind new addition will be provided, please see roof plan on sheet A101, and cricket roof flashing detail 4/A302. 6. The cross section shown on sheet A302 does not meet the minimum requirement for a thermal break per WA State Energy Code(WSEC), does not shown R-21 insulation on the interior of concrete stem wall and not consistent with what was built prior to permit application. See updated cross section on sheet A302. It shows existing conditions prior to permit application. 7. Provide gravity calculation for 4x6 post supporting 5.5x13.5 glue laminated beam. See Attached Calculation 8. Specify length and spacing of dowels connecting new foundations to existing residences. See revised drawings 9. Decks shall be designed for both vertical and lateral loads(R507.2.3 (2))IRC. Show location and specify connections proposed to resist lateral loads. See revised drawings 10. Ledger attachment shown on the plans calls for a minimum 6x blocking in full height studs,Provide detail for platform framing with attachment to rim joist. Specify placement of lag screws and/or bolts in ledger per figure R507.2.1 (1) IRC. Show on plans. See revised drawings and detail 11. Provide deck section and/or detail(s) specific to this structure. Specify all components including joists hangers, guard height, attachment, material,blocking (at guard)blocking(for overturning). See revised drawings and details 12. Provide footings (s) supporting landing and stairs on the west side or proposed addition. Show on plans. See foundation plan S 101 and foundation sections S401 for footing information. 13. Specify minimum u-value for all new fenestration equals u-0.3p or less. Per table R402.1.1 WSEC. See Window schedule for new u-value= 0.28 per table 406.2 "Energy Credits". 2 � 3