3103 TULALIP AVE 2019-04-17 - Laserfiche WebLink

Cotang-StritcturIgineringSeruices, Inc 6311 1th Av .nue NE Seattle WA 9885 'i-off (2027 12&8 er l oh�a lei e �i t � Date: N ri r ' Owner/ Project Address: "� Kyle Peper A - ] 2017 3103 Tulalip Ave Everett, WA 98201 _ CITY OF EVERETT Permit Services Plan Check Number: CW1703-002 CSES Job 2016.122 We are the structural engineers of record for this project, and performed the structural design for permit submittal. This letter is in response to your Correction Notice, dated April 25, 2017. We have addressed the structural corrections only. 1. A revised Site Plan, sheet number 09.7, is provided per City of Everett Residential Submittal Checklist on no larger than 11"x17" paper and no smaller than 1" = 20' scale. The footprint of the building does change with the addition of the Entry way and landing at the new stairs, specifically adding 14.07 square feet, and is illustrated in the site plan on sheet number 09.7. All items shown on the Site Plan checklist are on the revised site plan on sheet number 09.7. 2. The top of slope is illustrated on the site plan on sheet 09.7 and located 15'-6" from the structure with no net new fill. Existing fill on site is called out as surface level gravel placed on top of organic, compacted glacial till, which is consistent with the Boundary and Topographic Survey provided. 3. The location of the proposed heat pump is illustrated on the site plan on sheet 09.7 provided with this letter. 4. Footing and stem wall specification for new entry including how new structure is attached to existing structure is illustrated on page S101 in the Foundation Details on the updated plan set provided with this letter. 5. Framing plan for the landing at the new entry is illustrated on pages A300 in the Sections and S100 in the Structural Plans on the updated plan set provided with this letter. 6. The existing wall on the North side of the lower floor level is CMU, the plans show the wall as "(E) 2x4 STUDS; FUR OUT 1 1/2 @ 16' O.C." Section detail that shows the existing CMU wall with framing above (to raise house) and how the new framed wall is attached to the existing full height CMU wall is illustrated on pages S101 in Foundation Details and 5102 in Structural Details on the updated plan set provided with this letter. 7. Building section drawings show actual proposed design and existing conditions including ridge beam and connection of the rafters to the ridge beam. Rim material, top and bottom plates, and collar are parallel to rafters in section BB on_page')300 in the Sections on the l ,/