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� T <br /> �TOM DESIGN & ENGINEERING, I� <br /> STRUCTURAL ANALYSIS& DESIGN <br /> RESPONSE LETTER <br /> Date: December 20, 2013 <br /> Reference project: CITY OF EVERETT PLAN CHECK#CW1311-002 <br /> Item 1—The headers required: <br /> �A. See attached calcs for the sliding door header, items 1A—1D. Header beams have been <br /> added on the plan. <br /> Item 2—The existing roof system has been verified as trusses spanning from Grids 1 to 2. The <br /> reaction per truss is (25 psf+ 15 psf) x 2 =80 Ib. An HU24 has the capacity of 720 Ib. a HU210 <br /> connector has been added on detail 1/A-3. <br /> Item 3—This wall in not load bearing, since the roof framing has been confirmed as trusses— <br /> spanning from Grids 1 to 2. The supporting beams have been designed for load tributary width <br /> of28.5ft/2. <br /> Item 4—We assume this item is related to item 3—There shouldn't be a point load in the <br /> center of the room. <br /> Item 5—Please see revised plans where the guard details are shown. <br /> Item 6—Please see revised site plan where the geodesic dome is shown. It exceeds 200 sq.ft. <br /> and it existed on the property before the new owners purchased the property in 2007. <br /> Alex K Moroseos, PE, SE <br /> , <br /> �� <br /> �'� <br /> �r s <br /> x,� <br /> �-�.�m�v -- �" � �cw c�o O . <br /> � � �- �����5 : `� y : �Z� 13 <br /> �G 36923 G�'� <br /> D E C 2 0 2013 '$o,��aL�' �' <br /> fONAL� <br /> �i�`�' Cko �1j'���T�� <br /> �"�1'i`�?!t ��i"1�'I�';�� <br /> 11006 60T"AVE WEST- MUKILTEO WA 98275 <br /> PHONE (425)343-7517- FAX(425)493-8388 ���"'l' ` <br /> �'` � � <br /> � <br />