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e <br /> Page 6 of 9 <br /> Gravity System: <br /> Sheet S-4.0 appears to indicate that the Main Level floor framing is supported on Grid 3 by <br /> 8x8 wood posts. A connection between the posts and the beam should be specified. See <br /> ASCE 7-10 Section 1.4.4. <br /> Response; <br /> The requested connection clarification has been added <br /> 20.The design of the floor joists is specified as a deferred submittal per the notes on Sheet S- <br /> 4.0 and S-5.0. See IBC Sections 1603.1.8 and 1606.2. The following comments shall be <br /> addressed: <br /> i,a!The floor joists support interior non-bearing walls. Design dead loads shall be specified <br /> in the General Notes on Sheet S-1.0 for the non-bearing walls. A note shall also be <br /> provided to see additional loading criteria provided in the drawings as identified in the <br /> following comments. <br /> Response; <br /> The requested supplemental information has been added to sheet S1.1 <br /> ( The second story includes posts at Grids D/2.7 and D3.3 that support large concentrated <br /> loads from the Upper Level floor. The required concentrated dead and live loads at the <br /> supporting Main Level floor joist shall be specified. <br /> Response: <br /> The requested supplemental information has been added to sheet S1.1 <br /> the second story includes wall lines on Grids 2.7/C-D and 3.3/C-D that support a large <br /> line load from the Upper Level floor. The required line dead and live loads at the <br /> supporting Main Level floor joists shall be specified. <br /> Response; <br /> The requested supplemental information has been added to sheet S1.1 <br /> Lateral System: <br /> 1. Page 37 of the structural calculations appears to provide line loads for wind loading at <br /> "Level 2 of 3". See IBC Sections 1604.1, 1604.4, and 1609.1. The following additional <br /> information shall be submitted for review: <br /> a. Specify the chapter (i.e., ASCE 7-10 Chapter 27 or 28) and procedure used for the <br /> determination of wind loads on the main force resisting system. <br /> Response; <br /> Wind Loads were determined Per ASCE 7-10 Ch. 27 (Directional Procedure). <br /> b. Provide detailed calculations substantiating the main force resisting system design wind <br /> loads. <br /> Response; <br /> The requested detailed calculations are attached per your request. <br /> c. Provide loading diagrams for all levels of the structure including the roof. <br /> Response: <br /> The requested loading diagrams found in the original submittal have been reattached for <br /> your convenience. <br /> fr <br /> 817 Metcalf Street, Suite 207 Office: 360.855.2333 Ext.207 <br /> Sedro-Woolley,WA 98284 Cell: 360.982.0928 <br />