1718 W MARINE VIEW DR 2024-10-25

a. The occupant load of the deck and 3rd story are added to the 'served' area as they exit through that space. Section 1004.7 b. The addition of the bar changes the Occupant Load Factor from 100 to 15 (or even 7 or 5). Section 1004.5 6. The occupant load of the second floor now exceeds 50 persons.A minimum of two exits is required from that story. Section 1006.3.3 7. The addition of the kitchen will trigger the installation of a grease interceptor. Everett Public Works Industrial Pre-Treatment should be contacted to verify sizing and location requirements. 8. The New Main Room requires two exits. Section 1006.2.1 9. Exit signs, emergency egress lighting, panic hardware and maximum occupant load signs should be shown on the plans for the building. Chapter 10 10. The occupant loads for each space should be shown on the plans. Section 107.2.3 11. The minimum number of required plumbing fixtures should be justified on the plans. Section 2902.1 12. The IEBC compliance method for the existing 3-story stairway(enclosure) should be shown. Note that the existing, non-complying stair enclosure is being altered/removed by this proposal. IEBC Section 303.1 13. It should be specified how the accessible route of travel to the primary function areas will be upgraded (to include the existing non-accessible restroom) with the required 20% as specified in IEBC section 305.7 14. The deck and stair guards should be shown at a minimum of 42" high. Section 1015.3 15. The guard construction should be detailed on the plans. Section 1011 16. The rise/run and width of the new stairs should be detailed on the plans. Section 1011 17. Stair handrails (to include extensions) should be shown on the plans. Section 1011.11 18. Solid risers should be shown on the new stairs. Section 1011.5.5 19. A landing should be shown at the bottom of the stairs. Section 1011.6 STRUCTURAL 1. The proposed changes to the interior of the space meet the requirements of an A2 occupancy. The design loading per IBC 1607 requires the design live load to meet the applicable requirements of assembly areas per Table 1607.1. Please verify with revised calculations E Page 2 of 4