Laserfiche WebLink
ofr,w ,,,,,,,,, <br /> i <br /> ; <br /> ARIANA <br /> L4 _.iiiiii DESIGNS & ARCHITECTURE <br /> September 18, 2018 <br /> Correction Response #1: . EC E IIV I <br /> "-s <br /> Plan Check Number: B1808-017 <br /> Address: 4522 Evergreen Way <br /> SEP 21 2018 J/ <br /> State Farm Insurance Project <br /> City of Everett _ CITY OF EVERETQCT032T <br /> Public Works Department Permit ` ► <br /> LLD 2 <br /> 073 <br /> Dear Tony Lee: CITyor <br /> Permiter'VER TT <br /> NON-STRUCTURAL <br /> ces <br /> / 1. Please see the Revised Section drawing A-1.0. Thank you. <br /> • 2. Stove is removed from new kitchen. Please see the Revised Section <br /> drawing A-1.0. Thank you. <br /> / 3. Please see the Revised Section drawing A-1.0. Thank you. <br /> ✓ 4. Please see the Revised Section drawing A-1.3. Thank you. <br /> / 5. Please see the Revised Section drawing A-1.3. Thank you. <br /> / 6. Please see the Revised Section drawing A-1.3. Thank you. <br /> 27. Please see the Revised Section drawing A-1.3. Thank you. <br /> ✓8. Please see the Revised Section drawing A-1.3. Thank you. <br /> J9. Please see the Revised Section drawing A-1.3. Thank you. <br /> /10. Please see the Revised Section drawing A-1.3. Thank you. <br /> / 11. Please see the Revised Section drawing A-1.3. Thank you. <br /> STRUCTURAL <br /> 1. See attached drawings for sheets A3.0, A3.1, and A1.0 for applied <br /> structural engineering stamp. <br /> 2. <br /> a. See attached calculations for check on diaphragm calculations. Loads <br /> in the E-W direction are considered for a worst <br /> case loading condition. <br /> b. See attached calculations snow drift calculations generated by new <br /> parapets. Parapets have been designed for wind <br /> loads in original calculations. Drift loads have been calculated as non- <br /> governing on global resisting conditions. Snow <br /> 12400 SE 38th St., Ste 50753, Bellevue, WA 98006/info(a�ariid.com/425.679.2463 <br /> 4,7 <br />