711 RUCKER AVE 2016-01-01 MF Import

and qualify lhem, on A-2 Second Floor. Also an (SD) has been added to the garage level on A-2 First Floor. 7. Gable Dortner Ridge: the ridge beam for the gable dortner is not a supporting ridge. 7here are collar ties for each gablc rafter to hold them from spreading. And each rafter is supported on doublc 2x 12 val;ey beams as is normal for a stick framed roof. A generic bracket has been indicated never-the-less to show the connection of the gable ridge parallam to the new structural main ridge. No point load needs to be added to the main ridge beam due to the gable ridge because none exisu. However the loading of the main ridge affected by the valley beams has been tHken iuto consideration reflecting a more complex beam calc for the main ridge as opposed to an even loadins that otherwise might seem appropriate. 8. 500 sf limit for R-30 insulation: 7'he Flat upper attic is insulated to R-38 as indicated. More clarifying notes have been added to A-3 Section to show extenl/location of various R values. Therc is no R-30 roof area that approaches 500 sf. The largest is 5' by 32'. 9. Riser at 2"d floor door. The riser at 1he 2"d floor door threshold has been rcmuved — 1 riser has l,een added at the bottom of stairs. And the winder at the top has been changed to straight, thereby creating a 3' landing flush with the 2"d Ooor on the outside of the 2"d floor door. Garage door beams were mcalced as indicated on beam calcs and A-2 }�irst Floor. Thank you Doug Williams 425 530 1042 T v�