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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 /> Items 4- 10 <br /> The current design includes an additional level of parking, a significant revision from the original <br /> submittal. The details and graphic presentation are greatly changed as a result, and much improved. <br /> We appreciate the comments regarding the concrete portion of the design, and have considered them in <br /> the preparation of the work we are now submitting. <br /> Item 11 <br /> Sheet S2.16 has been revised to show the penthouse roof framing. <br /> Structural/Foundation System: <br /> Items 12- 13 <br /> See Section A, Parts 3.1, 3.2 and 3.3 of the Supplemental Structural Calculations <br /> Structural/Gravity System: <br /> Item 14 <br /> See Section A, Part 3.2 of the Supplemental Structural Calculations <br /> Item 15- 17 <br /> Drawing S6.01 has been revised to show the correct column sections and tie spacings. The details <br /> shown on S7.0X series pertain only to typical slab conditions at post-tensioned slabs. <br /> Item 18 <br /> a. Please see the updated drawings. <br /> b. c. &d. Please see the supplemental calculation and 1/S9.02 for more details. Balconies shall be <br /> bolted to FB-5 at floor levels and attached to 6x8 posts at each end. <br /> Item 19 <br /> The elevated P1 slab has been more clearly represented on sheets S2.01 (post tensioning) and S2.02 <br /> (reinforcing). The elevated P1 a slab has been more clearly represented on sheets S2.03 (post <br /> tensioning) and S2.04 (reinforcing). Calculations have been updated to show post tension analysis. <br /> Item 2 f <br /> CI ure strip detail 5/S7.00 has been referenced on sheets S2.01, S2.02, S2.06, S2.07, S2.08, and <br /> S2.09. <br /> Item)YZ P <br /> The design has considered the impacts of the variably sloping surfaces, steps, and dropped soffits. <br /> Item 22 <br /> Stud rails schedules are on plan sheets. <br /> Page I <br />