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-----------''-'F • 0 r . Of, <br /> �, f. Reinforcement should be specified for the continuous footings, including interior thickened <br /> slabs supporting shear and bearing walls. Note that the details on Sheet S-1 do not specify <br /> the reinforcement. See IBC Section 1901.5(3). <br /> Response:Added detail 17/S-2;2-#4 continious reinf added <br /> Gravity System: <br /> 8. Framing plans for the floors and roof are provided on Sheets A4.1 through A4.3. Framing <br /> includes wood joists supported by beams and beams supported by other beams and columns. <br /> It appears the framing may require hardware connections to provide load transfer (i.e., framing <br /> is not bearing on supports). Connection details should be provided for review specifying the <br /> required connections. See IBC Sections 107.2.1. and 1603.1. <br /> Response:Connection detail added to AWA hardware connection HU212/HU612 specified <br /> .fir 0 0),1 5-2— <br /> Lateral System: <br /> 9.The location and extend of shear walls does not appear consistent,between Floor Plans A2.0 <br /> through A2.2 and Framing Plans A4.1 through A4.3.The plans should be reviewed and revised <br /> for consistency. See IBC Sections 107.2.1. and 1603.1. Examples include but are not limited to <br /> a. Level B north exterior wall. <br /> b. Level 1 north exterior wall. <br /> c. Level 1 west exterior wall at the Great Room. <br /> Response:Revised/added shear wall to 3 levelsLlevel 1Level 2 and levelB)Sht.A2.2, A4.1-A4.3 <br /> 10.The following comments should be addressed for the wind analysis: <br /> a.The wind design loads have been determined for Exposure Category B per structural <br /> calculation page 5.The building is located with 600 feet of open water and qualifies as <br />