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cr <br /> EIN STRUCTURAL <br /> WENGINEERS <br /> Engineers Northwest Inc.,P.S. <br /> March 16, 2018 <br /> SKOTDAL REAL ESTATE <br /> 2707 Colby Avenue <br /> Everett, WA 98270 <br /> ATTN: Gary O'Leary <br /> RE: 2828 Colby Avenue—Everett, WA <br /> Building Permit Review <br /> Gary, <br /> Thank you for forwarding City of Everett plan review comments dated 1/12/18. <br /> Structural comments are respectively addressed as follows: <br /> 1. The floor framing step is reflected in the revised floor framing plan. The <br /> over-framed area is clarified per section 5/S1.2 at similar condition. <br /> 2. Bearing wall supports are clarified and reflected in the revised framing <br /> plans. All non-load bearing partitions per arch. are not shown on the <br /> structural sheets. <br /> 3. Bearing wall stud capacities are included in the supplemental <br /> calculations. <br /> 4. Wood ledger connection to concrete stresses is governed by <br /> perpendicular to grain bearing stresses in wood and is reflected in the <br /> revised calculations. <br /> 5. The existing W10x26 on grid 3.2 is evaluated on sheet 6 of the original <br /> calculations. No remedial action is required. Note this beam was originally <br /> in service as part of an escalator support system. <br /> 6. Please review updated drawings. <br /> 7. Stamped and sealed elevator design documents are notes as deferred <br /> per General Notes. Connection of rail support brackets to structure have <br /> been designed using preliminary information and loads and will be <br /> considered final when formal stamped and signed submittal has been <br /> received and verified. Refer to supplemental calculations and revised <br /> drawings. <br /> 8. The revised connection uses a 5 % PSL member. <br /> 9. The support beam is being designed per elevator designer/supplier. <br /> 10. The existing stair opening was cut into the floor during a 1984 remodel. <br /> Existing hollow core planks were saw-cut, including the 12x24 CIP beam <br /> on grid F. The severed planks and CIP beam were supported on W14x61 <br /> beams. The planks were not grouted around the perimeter cores during <br /> construction. The abandoned stair opening is being infilled. No further <br /> We get demolition us being proposed. <br /> buildings <br /> • <br /> built. 0�/ • 9725 Third206.525.7560 Ave NE,Suite 207•Seattle,WA 98115 <br /> /„ • fax 206.522.6698 <br /> www.engineersnw.com <br />