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• BRICKLEY ADDITION PERMIT RESPONSE LETTER PAGE 2 <br /> loading. Amplification of seismic loads required by ASCE 7-16 Chapter 16 <br /> should be included. Additional details may be required. <br /> Please see the attached calculations for the diaphragm transfer to the new <br /> shear wall through the added blocking and A35 clips at the top of the wall. <br /> A CS 16 diaphragm strap has been added on top of the roof sheathing to <br /> ensure that the diaphragm is sufficiently connected to the shear wall, and <br /> detail 7/S4. 1 has been added to show the framing connection required <br /> beyond the shear wall. <br /> d. The minimum 4-foot length of the wall should be specified in the drawings. A <br /> detail may be required to the intersecting walls at each end that may result <br /> in the contractor constructing the wall shorter than required, including a <br /> potential gap in the load path between the wall ends and the holdowns. <br /> Detail 4/S4. 1 has been added to the plan set to show the framing at the ends <br /> of the shear wall with the sheathing extents along with the holdown and stud <br /> pack locations. The (minimum) shear wall length has been added to the floor <br /> plans as requested. <br /> I trust that this letter is sufficient for your current needs with this project. If you have any <br /> further questions or areas of concern, please feel free to contact me. <br /> T. SPEtb <br /> ov WAS ��IN <br /> Mark Speidel, P.E., S.E. <br /> 41z <br /> I.L. Gross Structural Engineers, LLC �o AL1 Z.14c" w <br /> %0NAL ti,4G) <br /> Cc:Brickley Addition File Memo By: Mark Speidel <br />