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October 15, 2004 <br />Mr. Jeff Heilman, Development Technician <br />City of Everett Public Works <br />Engineering/Public Services Department <br />3200 Cedar Street <br />Everett, WA 998201 <br />Dear Mr. Heilman, <br />Subjeet: Ostinsky Remodel <br />P O Box 97 <br />Arlington. WaS�inglon 98223 <br />� �J��/1 � vz�� <br />Please find following the responses to your plan review comment letter dated September 30, 2004. <br />1. See revised Slructural Calculations. <br />2. See revised Structural Calculations. <br />3. Se= revised Structural Calculations. <br />4. See revised Structural Calculations. <br />5. The structural calculations indicate using a"STDH10 or equal", the STHD10 can not be installed at <br />an existing concrete location therefore the equal capaciry holddown HD6A is noted for use at the <br />existing candition. <br />6. See p�ans for added details. <br />7. The Shear Wall Schedule is on the plans, please see �heet A-2, bottom right hand comer. A typical <br />IRC 2004 nailing schedule was also included, see sheet A-1. <br />8. See note 9 sheet A-1 also see plans for approximate locations of existing smoke detectors as <br />ap�licable. <br />9. See Shear Wall Schedule sheet A-2, Detail 3/A-3 and general note 7 sheet A-2. <br />10. See detail t/A-3 (or deck conneclion delail. Rim shall be opened for inslallation of new deck and <br />positive connection shall be visible. <br />11. Details and notes have been revised to indicate an opening size of "less than 4 inches", see pians <br />and details, 1/A-2, AIA-3, plan sheets A-1 & A-2, and general plan notes 11 & 13 sheet A-1. <br />Two revised and stamped sets of plans and calculations have been included with the re-submittal letter. <br />If you have any questions please contact me at 360�35-5514. <br />Sincereh• <br />' -1 <br />-. ,�: <br />_ "r, ' <br />.. � <br />Ruth E. <br />Architec <br />CiOf1:2�Ba vc�iyn rai u ic� a <br />