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0 <br />Michael Smith <br />Chrysalis Homes, LLC <br />Plan Check Number: B2106-061, First Building Review <br />September 14, 2021 <br />e. Specify roof and floor sheathing nailing requirements. <br />3Q. See Detail FD1 and FD2 on Sheet 1. Detail should show wall framing and attachment to <br />foundation. Foundation anchorage should be according to Section R403.1.6 or approved <br />structural design. A properly sized nut and washer should be tightened on each bolt to the <br />plate. Washer size to be not less than 0.229 inch by 3 inches by 3 inches in size per Section <br />R602.11.1. see engineering letter form the engineer of record <br />OThe size and spacing of anchor bolts on Page L4 of the structural calculations should be shown <br />on the shear wall schedule. F;;—engineering letter form the engineer of record <br />55.. See Sheet 4 and Page L2 of structural calculations. Plans show (2) 2'-6" <br />the front of the building, but calculations specify (2) 4'-0" shear walls. see engineering letter form <br />the engineer of record <br />66.. See Sheet 5, Beam H1. Glue -laminated timbers exposed to weather and not properly protected <br />by a roof covering should be pressure treated with preservative or <br />naturally durable or preservative -treated 1, Wood. See Section R317.see engineering letter form the <br />engineer of record <br />7O. It appears that the deck framing on Sheet 3 does not match the deck faming in page V3 and <br />V10 of the structural calculations. Detail 1 on Sheet 3 does not reflect what is shown on the <br />plans. Please update deck framing. ( see engineering letter form the engineer of record <br />OSee Sheet 3 and 7. Garage door header is specified as an 18" deep glulam beam. Please <br />provide a section detail of the construction. Note that the garage door opening is 8'-0" and wall <br />top plate is 9'4". R106.1.1 see engineering letter form the engineer of record <br />OSee Sheet 5. Roof Plan shows sheathing cantilevering 12 inches. A detail or framing should be <br />shown to support the cantilever. Note the maximum cantilever f <br />gable end wall is 9" unless supported by gable overhang framing see engineering letter form the <br />engineer of record <br />Etracing. <br />ee Sheet 5. Plans should provide a detail for the framing of the gable end wall and truss see engineering letter form the engineer of record <br />11. ee Sheet 5. It is unclear how the last truss of the lower roof is supported and connected to the <br />existing house. Provide a detail or information on how the lower roof is constructed and <br />connected to the existing house and a detail of how the lower roof is connected to the new <br />building. It appears that the lower lease show the <br />framing requirements. R106.1.1 all lower roof area has been removed <br />2.. ee Page V6 of the structural calculations. It appears that beam H1 in the structural calculations <br />does not match the location of the beam H1 specified on Sheet S. Plans should be updated and <br />coordinated with the structural calculations. see engineering letter form the engineer of <br />record <br />13. See Sheet 1 and 3 and Page V7 of the struct <br />designed for a span of 12'-6", Foundation Plan should show an interior wall footing located next <br />3200 Cedar Street 425.257.8810 everetteps@everettwa.gov <br />Everett, WA 98201 425.257.8857 fax everettwa.gov/permits <br />Page 3 of 4 <br />