1430 MADRONA AVE 2016-01-01 MF Import

'�/BL/C K/O�itXS �. m PC #48671 July 12, 1995 Page 2 5. Provide section and details of exterior decks, showing: a. Deck joists size and spacing b. Attachment of deck joists to structure c. Decldng d. Guazdrail height and spacing of intermediate razls. 6. Provide section details for each diffc:rent type of construction (and reirrence location on :'oundation plan). Show perimeter walls, interior bearing walls, depressed sla5s, foundation common to dwelling and garage, garage entrance, spread and/or postpads. 7. Provide a full height building section through the en6re structure. T'he secfion should be drawn through the garage, bathroom, hall, dining room and living rooms. Also, show garage at lowest level. 8. Provide details of attic ventilation type, size and locadon. Show the required net area calculation. Vented blocldng shall not compromise the structural integrity of shear transfer, roof diaphragm to shear wall. 9. Show under floor vendladon openings size and locations equal to one sq. ft. for each 150 sq, ft. of under floor area. Show the required net area calculation. 10. Specify make-up oF one-hour fire-resistive wnstruction on the gazage side for walls. 11. Specify self closing, solid wood, tight-fitdng, 1 3/8" thick door at openings from garage into dwelling. 12. Specify garage tloor system adequate to support a wheel load of 2,000 lbs., per 2304(c)UBC. 13. Structural portions of plans must be stamped and signed by a licensed Wa. St. structural engineer. (WA. St. law requires plans for all buildings and addiduns to buildings over 4000 sq. ft. be stamped by a licensed Wa. St. structural engineer or licensed Wa. St. azchitect. Provide lateral and seismic analysis and gnvity load calculatians. CITY OF EVERETT• 3200 Cedar Street • Everett, WA 98201 •(206) 259-8800 • Fax (206) 259-8856 �„5