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Last Updated | 11/04/2021 12:54 PM |
Project Title | County Emergency Operations Center Retrofit |
Physical Address | View project details and contacts |
City, State (County) | Lake City, FL (Columbia County) |
Category(s) | Government/Public |
Sub-Category(s) | Fire/Police Station, Misc. Buildings |
Contracting Method | Competitive Bids. |
Project Status | Construction Documents, Seeking Funding |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The design of the CEOC shall be capable of withstanding wind loads in accordance with the hurricane provisions of ICC 500-2014. The minimum wind design shall include: Design Wind Speed = 160 miles per hour (3 second gust) Exposure Category = C Wind Directionality Factor, Kd = 1.00 The construction documents shall be titled “Columbia County Emergency Operations Center, 2020.” 2. The structural engineer of record shall include a statement in the construction documents certifying to the best of their knowledge and belief the CEOC was designed to withstand wind loads according to ICC 500-2014 and ASCE/SE17-(include publication year). 3. The CEOC shall resist penetration by large windborne debris impact. At a minimum the CEOC envelope (e.g., walls, windows, doors, louvres, roofs, skylights and hatches) shall meet the hurricane provisions of ICC 500-2014, or similar performance as approved by the Division. Impact-protective systems or products that meet 200 miles per hour or greater ICC 500-2014 tornado shelter design wind speed missile criteria are acceptable. 4. The minimum floor elevation of the CEOC shall be modified from ICC 500-2014 in accordance with the following: the lowest floor used for the CEOC shall be elevated to or above the higher of the elevations determined by: 1. 100-year (one percent annual chance) base flood elevation plus three (3) feet; 2. 500-year (0.2 percent annual chance) flood elevation (if determined) plus two (2) feet; and 3. Elevation required by the AHJ (authority having jurisdiction) for the proposed location. If a proposed location is not selected for the future CEOC during the planning and design period of performance, the lowest floor elevation determination outlined in this Section shall be incorporated into the construction documents. 5. The critical support system functional period of the CEOC shall be modified from ICC 500-2014 in accordance with the following: critical support systems shall be designed to remain functional at full emergency operations center occupant load for a minimum of 72-hours. Critical support systems shall not be solely reliant upon off-site services and utilities (e.g. water, natural gas fuel, electricity). |
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Details | 20,000 SF - Fire/Police Station, Renovation, Misc. Buildings, Renovation.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |