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QUANTUM I C O N S U L T I N G E N G I N E E R S <br /> FIELD REPORT <br /> TO: DATE: <br /> Andrew Lange 6-18-2024 <br /> Ascendant Management <br /> BY: PROJECT: <br /> Amanda Johnson,P.E., S.E. Summit Everett-Climbing Wall <br /> PROJECT NUMBER: <br /> 22105.02 <br /> Attendees: <br /> Andrew and Dan-Ascendant <br /> Amanda Johnson-Quantum <br /> Conditions: <br /> Walls 4-14 were up with all of the bracing installed per plan. None of the sheathing or <br /> blocking was installed yet and the top plates were still in progress. Walls 1-3 had not yet <br /> been started. See photos 1 and 2. Below is a summary of what we saw and discussed: <br /> 1.) The location of the DTT2Z at walls 8 and 10 was discussed and needs to be located <br /> at the far end of the wall as shown on plan. Where wall 7 and 8 intersect, it is <br /> acceptable to locate the DTT2Z on the wall 7 sill plate at the wall 8 intersection <br /> since the bundled studs are through bolted at this location. <br /> 2.) For the frames between walls 6-11,we verified only a single A35 is needed to <br /> connect to the top plate per 1/CW2.7. <br /> 3.) At the top of walls 9 and 13, straps between the stud and top plate/beam were <br /> added on each side of the stud. This is acceptable, see photo 3. <br /> 4.) At walls 2 and 3, the connection of the steel angle to the studs per 5/CW3.1 is going <br /> to be difficult because the rotation angle of the studs most likely will not match the <br /> orientation of the steel angle. See attached SSK-240620 for the updated connection <br /> we discussed. <br /> 5.) At the intersection between walls 10 and 11 we would like to tie the top plate <br /> extension from wall 11 into wall 10 at the frame location and maybe one other <br /> location. Detail 10/CW3.0 will be adequate for connecting the plates and bracing <br /> together. See photo 4. <br /> 6.) The attachment of the LVLs to walls 4 and 5 shall be nailed from the underside of <br /> the lower plate up into the LVL per details 1 and 2/CW2.3. <br /> 7.) We noticed a concrete stem wall behind walls 4 and 5 that we didn't anticipate <br /> during design. It was discussed that if the wall was considered too bouncy, it <br /> 1511 THIRD AVENUE <br /> SUITE 323 <br /> SEATTLE,WA 98101 <br /> TEL 206.957.3900 <br /> FAX 206.957.3901 <br /> www.quantumce.com <br />