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4. Please provide a detail for the guardrail/half wall framing located on the 2nd level at the Bonus <br /> Room and around the proposed stairs. Guards and handrails should be able to withstand a <br /> uniform load of 50 lbs/ft or a concentrated load of 200 lbs placed at the top of the handrail or <br /> guard. Table R301.5 <br /> 5. See Sheet S 1.3. Please provide the floor beam size located at the fireplace. R106.1.1 <br /> 6. See Sheet S 1.3. Please provide a framing information/detail at the bearing location of 5.5x12 <br /> GLB 24F floor beam located above the garage. It appears that the beam will reveal through the <br /> roof and will also be required to break the wall top plate in the current situation. R106.1.1 <br /> 7. See Sheet S 1.3. Please provide information/detail at the bearing location for floor beams sized as <br /> 5.5x13.5 GLB. It appears that these beams are required to break the wall top plate. RI06.1.1 <br /> 8. See Sheet S 1.3, near the front entry a 3.5x9.5 PWI 1.6 LUC is being specified. Calculations <br /> show a 3.5x9.5 PWLVL 1.6E. Please correct note. <br /> 9. Framing plans should specify joist hangers. See floor joists connecting to floor beams on the <br /> Upper Floor Framing Plan Sheet S1.3. R106.1.1 <br /> 10. Plans should show or specify stair framing.Also, include how the floor framing on the upper <br /> floor is connected at the top of the stairs. R106.1.1 <br /> 11. It appears that the shear walls located on each side of the garage door do not meet aspect ratio. <br /> SDPWS 4.3.4 <br /> 12. Floor Plans and Foundation plan should specify all shear walls including length, type, and any <br /> hold downs. All required hold-downs should be shown on the foundation plans and should be <br /> consistent with engineering when building has been engineered. RI06.1.1 <br /> 13. Hold downs should be provided to resist uplift forces caused by overturning effects by lateral <br /> forces. Provide appropriate tie downs for walls located at 2' floor with a resulting uplift force. <br /> IBC 1604.4 and SDPWS 4.3.6.4.2 (See comment 13 for additional required information). <br /> 14. For engineered buildings, the size and spacing of all anchor bolts should be shown on the shear <br /> wall schedule. Shear wall schedule should be shown on the plans and be consistent with <br /> foundation sections. RI06.1.1 <br /> Pelletier + Scheer, LLC <br /> 26911 98th Drive NW, Suite B, Stanwood, Washington 98292 p (360) 629-5375 111 <br />