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• <br /> girder Snow LL and DL have been updated. <br /> 8. Gar floor beam reveal through floor: 1 see the apparent beam height problem showing <br /> above the roof....Thank you for perceiving that and helping to avoid a significant conflict <br /> in the field. However the beam (LVL) is only extending to the inside of the 2'wide wing <br /> wall and so does not set higher than the joists. <br /> Where-ever a beam breaks the plate line, a note was added to tie the two plates with an <br /> LSTA18 strap (1235#capacity) which has sufficient tensile strength along with the shear <br /> panel sheathing nailed over the joint. <br /> The Beam in the garage is actually supported by 6x6 posts as called out on S1.3, and is <br /> shown extending 22' across the garage to bear on the walls above the foundation. A <br /> girder truss above the East side of the entry carries the roof load. The beam will set <br /> below the double plates into a pocket. <br /> 9. Beam breaks the top plate:Where-ever a beam breaks the plate line, a note was added to <br /> tie the two plates with an RSP18 (Retrofit Plate Strap) horizontal strap (1345# capacity) <br /> which has sufficient tensile strength along with the shear panel sheeting outside, while <br /> spanning the beam and plates. <br /> 10. Show load path for the Dining Room Beam to the fdn: The beam now extends all the <br /> way to the outside bearing wall, with the post support bearing on the floor and then to <br /> the foundation. Squash blocks are specified. <br /> 11. Joist hanger cal/outs:These have been specified in the revised plans. <br /> 12. Corner Post connections front entry and outdoor Lvg area: ECCLRQ 44 is now called out <br /> for those posts. <br /> 13. Specify Stair details:The standard stair detail on A5.1 will be edited regarding <br /> 14. Gar door end panel aspect ratio: The garage doors are considered now as non- shear <br /> walls in the analysis so the aspect ratio does not apply. However they will still be <br /> reinforced with hold-downs where shown for additional lateral stability. <br /> 15. Shear wall specification:All shear wall nailing is specified within the Shear wall Schedule <br /> attached to the plans. For this plan set all shear walls are called out "SW6" 6"/12" edge <br /> and field=standard nailing, except the right garage door. It is shown as "SW4". <br /> The length of all shear walls is the full dimension of the wall on the plans excluding (door <br /> and windows). Basically all the exterior walls are always sheeted their entire length with a <br />