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, <br /> . � �� a� . �'p' <br /> � <br /> "''' r'� �►a''' <br /> � Mr. Je�"Heilman O „ ,v 1 � :�` <br /> Developmenl 'fechnician ��' A��'� �,��� 1}T'' <br /> City of Everelt F Ev����g5 �� �(�, <br /> Engrneering/PublicServicesDrvision C\�Y m��SeN �,�, (Y <br /> 3200 Cedar Street, Evere[t WA 98201 P e� .D�� 5�� � � �.��p�' <br /> r�- J� �a,1 <br /> Su bjec l: P r o j e c 1: T h o m t o n a,D�' b �'. �$ <br /> Job Address: 345 Healher Rd �{��l/� ��?�, 5fl5 `'/��7r,1" <br /> � - . ,�, � � � ' - <br /> PlanCheckNo: CI005-010 � <br /> ���� �v <br /> DearMr. Heilman: <br /> Thank you jor your correctron letrer prepared in response to our application for a building perntit. Afler <br /> revieiving fhe stipulalions in(he carrection letter we have prepared!he fallowing responses. <br /> 1. The A35 framing angle specified at the roof rafters is not intended for a"plate type" <br /> connection. Provide connector intended for a flat condiUon. LTP4 will be used, as sho�vn <br /> on Rool'Praming Plan page l, and on RaRer Modification detail page 2. <br /> 2. Specify hanger used at top and bottom of new 2x6 attached to existing 2x6 rafters. <br /> LUS28 and LUS210 hangers will be used to attach new 2s6 at top and bottom, and <br /> additional 2�6 blocking will be added bet�veen rafiers at each end,as shown on I3uilding <br /> Cross Scction, page l. <br /> 3. Provide calculations for loading of new rafters and the attachment to existing rafters. <br /> Calculations are provided, indicating that LTP4 plates are needed,as sho�m on Roof <br /> Framing Plan, page I. <br /> 4. Plans call out an LSTA 24 at the south end of the new 5 1/8"x 18"GLB (the beam <br /> extends beyond the post supporting it). What is the strap tie transferring tension loads to, <br /> and in the location shown the LSTA would only be attached to the GLB. Please clarify. <br /> 2x6 blocking�vill be added between rafters and secured with A35 connectors on each <br /> side, as detailed on Roof Praming Plan, page 1. The GLI3 will be secured to blocking <br /> with MSTA30 strapping, as also sho��n on page l. <br /> 5. Provide strap tie(s)at discontinuous plate(s) in living room(where post supporting GLB <br /> interrupts double top plate); show on plans. LSTA24 will be used or the north wall where <br /> top plate is discontinuous, as sho��m on Roof Framing Plan, page 1. <br /> . rov� e egress wm ow m new room m t e asement. pec� wm ow s�ze. wo(2) <br /> low-e, vertical sl�ding �vi�dows, 7'G" x 4'4",as sho���n on East Bedroom Wall drawing, <br /> P�S� �� <br /> 7. Provide GWB on walls and soffit of usable space under stairs per R311.2.2 IRC. GWB <br /> will line soffit and thrcc walls of undcr stair storage as sho«m on Stair Cross-section, <br /> pagc 2. <br /> � <br />