S-102824-291.pdf
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- Solicitation number
- 36C24926R0057
About this file
This document is a structural engineering design specification and plan view for a Clean Air Room Equipment System (SS-CARES) ISO Center being installed at VA Mountain Home's Trauma Room. The system is a hybrid aluminum structure measuring 107.37" × 200.50" × 18.00" with a white finish, designed to support a modular plenum frame with integrated hanger rod support systems. The design accommodates maximum kicker forces ranging from 500 to 6,530 pounds and maximum hanger forces up to 6,530 pounds in compression, with individual hanger rods rated for maximum 3,300 pounds tension or 300 pounds compression. The structure utilizes four individual threaded rods (A, B, C, D) at each hanger location to distribute loads to the supporting structure, with the system analyzed for worst-case moving load scenarios along the Phillips rail and boom mount points.
The engineering documentation includes detailed specifications for lateral deflection limits (0.1" maximum), vertical structural stiffness requirements per seismic bracing codes, and allowable deflection limits for ceiling structure per Phillips Healthcare requirements (0.24mm or 0.0093" at plan east rail). The design accounts for combined loads from the hanger rod attachment points and includes frame module configurations designated PM-01 through PM-06, with specific load case designations and collector connection points clearly marked. The drawing is dated February 19, 2025, with design reference S-102824-291, and was prepared by BSE Structural Engineers under project 25-054, with the plan view representing the upper frame configuration.
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Text version
Ryan Kubr Cloud+
Ryan Kubr Cloud+
EXAMPLE HANGER LOCATION NEXT PAGE
Ryan Kubr Cloud
BSE Structural Engineers
Kyle Bauer
25-054
VA Mountain Home SK-1
Feb 26, 2025 at 09:37 AM
25-054 VA Mountain Home R…
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STRUCTURAL SUPPORT / COLLECTOR SUPPORTING RODS A, B, C, & D, BY OTHERS
Ryan Kubr Callout CENTER NODE = A + B + C + D. 'MAXIMUM HANGER FORCES' LISTED IS THE WORST CASE TOTAL OF ALL RODS SUPPORTED BY THE COLLECTOR CONNECTION TO SUPPORTING STRUCTURE AT THIS NODE
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INDIVIDUAL ROD A, B, C, OR D
MAXIMUM 3300 LB ROD TENSION OR 300 LB COMPRESSION IN EACH ROD APPLIES AT ANY ONE OF THESE 4 RODS AND IS FOR DESIGN OF THE INDIVIDUAL HANGER ROD ONLY. MAXIMUM ROD FORCES IN EACH GROUP VARIES AND WILL NOT DIRECTLY SUM TO THE COLLECTOR TOTAL NOTED.
Ryan Kubr Text Box NOTE THE PLENUM FRAME IS ANALYZED USING MOVING LOADS ALONG THE PHILLIPS RAIL AND BOOM MOUNT POINTS. THE LOADS PROVIDED ARE THE MAXIMUM REACTIONS AND INDIVIDUAL ROD FORCES FROM THE WORST CASE LOAD LOCATIONS. ACTUAL LOADS IN THE HANGER RODS AND COLLECTORS VARY BASED ON LOCATION OF THE MOVING LOADS ALONG THE FRAME.
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