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• <br /> MARTIN CONSULTING GROUP <br /> Providing Structural Design Services <br /> Response to Comments from Plan Checking Agency <br /> Plan Review No. : b1805-010 <br /> job Address 8417 Evergreen Way, Everett, Washington 98208 <br /> Job Title : Multi-Tenant shell for CFT Development <br /> Structural Item No. Response <br /> 1 Additional notation has been added to sheet SF1.0 & SF1.1 <br /> 2 Additional notation has been added to sheet SF1.0 & SF1.1 <br /> 3 Items noted as deferred submittal are noted on S1.0 and <br /> other items are now standard framing. <br /> 4 Note on S 1.0 for items to be reviewed and then submitted. <br /> 5 Item removed. <br /> 6 Snow load noted as 25 psf. <br /> 7 Seismic criteria noted on S 1.0. <br /> 8 Rooftop HVAC weights have been coordinated. <br /> 9 noted details have been removed. <br /> 10 Concrete class and strength have been revised on sheet <br /> SF1.0 accordingly. <br /> 11 Items have been cleared up as required. <br /> 12 Details have been updated accordingly. <br /> 13 Post anchorage has been noted accordingly. <br /> 14 Building package designed for Df members. <br /> 15 Analysis of headers includes snow load,wall weight, wind <br /> check as well in package. <br /> 16 Roof members are wood now. <br /> 17 See revised top plate splice requirements on new drawings <br /> and calcs. <br /> 18 Canopies are a deferred item, with blocking noted in <br /> sections on S3.x sheets. <br /> 19 See response to 18 above. <br /> 20 See revised design and loads on general notes. <br /> 21 See revised design. <br /> 22 See wind load forces. <br /> 23 Not applicable. <br /> 24 See revised design. <br /> 25 See revised design. <br /> --q/(?" <br /> 2204 PLAZA DRIVE, SUITE 1 30 ( ROCKLIN,CALIFORNIA 95765 I ONE 91 6.256.4816 I Fax 916.302.4065 <br />