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• <br /> f. Provide a vertical grab bar on the sidewall per Figure 604.5.1. <br /> g. Provide sink pipe insulation per Section 606.6. <br /> h. Locate the water closet flush control on the open side per Section 604.6. <br /> i. Provides signage per IBC Section 1111.1. <br /> ALL ACCESSIBILITY DETAILS CLARIFIED IN ARCHITECTURAL DRAWINGS. <br /> Energy: ;at <br /> 10. The project appears to include the removal of finishes on the exterior walls. Modifications to the <br /> ARCHITECTURE <br /> finishes on the underside of the roof may also be intended. Details for the replacement of S TUDIO <br /> finishes should be provided. The modified finished for the exterior building envelope are <br /> required to comply with the commercial energy provisions for new building per the WSEC <br /> Chapter4. See IEBC Section 907.1. <br /> NO EXTERIOR WORK PROPOSED OR INDICATED.SCOPE OF WORK IS INTERIOR TENANT IMPROVEMENT. <br /> Miscellaneous: <br /> 11. The Kitchen may require the installation of a grease trap. These documents have not been <br /> reviewed for the treatment of oil or grease that may enter the City of Everett sewer system. <br /> Contact Industrial Pretreatment at(425)257-8240 regarding pretreatment or grease removal <br /> requirements. The drawings shall specify the requirement to install a grease trap if required. <br /> See EMC Chapter 14.42. <br /> PLUMBING PLANS SPECIFY GREASE TRAP AS REQUIRED. <br /> RESPONSE TO STRUCTURAL COMMENTS: <br /> 1. The project is anticipated to require the installation of new rooftop mechanic equipment,such as <br /> but not limited to the exhaust fans and make-up air units for the Type I and II hoods. The <br /> construction drawings should include a roof plan showing the approximate location,size,and <br /> weight of all units. Existing units,including their weights,should also be shown. See IBC Section <br /> 1603.8.1. <br /> STRUCTURAL TO BE PROVIDED BY OTHERS. <br /> 2. Continuing with the previous comment,the addition of rooftop units may exceed the design <br /> capacity of the existing roof structure. Modifications may also be required to support the units <br /> (e.g.,support framing for curbs)and create duct penetrations. Structural framing plans should <br /> be provided showing the existing and new framing supporting all rooftop units. Details to modify <br /> the roof framing should be provided. Structural calculations substantiating the modifications <br /> should be submitted for review. See IBC Sections 1603.1, 1604.1,and 1604.4. <br /> STRUCTURAL TO BE PROVIDED BY OTHERS. <br /> 3. Structural modifications to the building should be sealed and signed by a licensed engineered <br /> registered in the state of Washington. See the Revised Code of Washington(RCW)Sections <br /> 18.43.010,18.43.020,and 18.43.070. <br /> STRUCTURAL TO BE PROVIDED BY OTHERS. <br /> Thank You, <br /> Michael Woodall <br /> SENIOR PROJECT MANAGER <br /> 1001 SE SANDY BLVD,SUITE 100,PORTLAND,OR 97214 V. 503.552.9079 F 503 241 7055 WWW.GNICHARCH.COM INOUIRY(7a GNICHARCH.COM <br /> 33 <br />