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• • • <br /> Plan Check Number PW1907-055 <br /> 2721 Wetmore Avenue <br /> Response to comments from First Building Review,August 26, 2019 <br /> I <br /> Items 36 a-g <br /> See Section A, Part A3 of the Supplemental Structural Calculations <br /> Item 36.h, i,j <br /> Does not apply with ELF procedure. <br /> Item 37 <br /> See Section A, Part A4 of the Supplemental Structural Calculations <br /> Item 38 <br /> See Section A, Part A3 of the Supplemental Structural Calculations <br /> f, <br /> Item 39 <br /> See Section C, Part C1 of the Supplemental Structural Calculations <br /> Item 40 <br /> See Section B Part B4- Level L2 Post Tensioned Slab Design (Updated) of the Supplemental <br /> Structural Calculations for updated hold-down forces used in design. The design favors steel yield in <br /> the anchor before concrete failure. Seismic loading and load combinations per ASCE 7-10 section <br /> 12.14.3.2 with exception noted have been included. Reference updated PT slab calculations. <br /> Item 41 <br /> See Section C, Part C1 of the Supplemental Structural Calculations. The in-plane shear strength of <br /> anchor bolts attaching wood sill plates to concrete shall be controlled by wood failure and shall be <br /> determined in accordance with the NDS table 11 E, per exception 1 on page450 of the IBC2015 code. <br /> Structural/Miscellaneous <br /> Item 42 <br /> In our opinion, accommodation of the elevator design loads and supports are best treated as a deferred <br /> submittal with project specific data once procured. We have included details in consideration of the <br /> comment so they are captured in the contractor's scope of work. <br /> age 15/5 <br />