Exhibit_E-_Ocean_Kitchen_Reno_Calculations_package_SS_(1).pdf
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- Attached to
- Daytona Beach Ocean Center Kitchen Renovation
- Solicitation number
- 26-P-126JD, C2096
- Issued by
- Volusia County, Florida
About this file
This is a structural calculations package prepared by Bliss & Nyitray, Inc., a structural engineering firm, for the City of Daytona Beach, Florida, in support of the Ocean Center Kitchen Renovation Project. The document contains detailed structural engineering calculations and wind load analyses for rooftop structures and equipment installations associated with the kitchen renovation. The project is located at 101 N Atlantic Ave, Daytona Beach, FL 32118, and the calculations were issued on April 22, 2026, by Professional Engineer Alejandra Martinez McCombie (Florida P.E. Registration No. 87411). The structural analysis addresses wind pressures, snow loads, and seismic requirements in accordance with the 2023 Florida Building Code for an Assembly occupancy classification (Risk Category III). The building parameters include a length of 435.5 feet, width of 291.0 feet, and mean roof height of 76.8 feet with specific load calculations for rooftop structures and canopies.
The calculations establish nominal wind pressures and load cases for two rooftop equipment installations, with vertical and horizontal wind force calculations presented for multiple wind directions. Wind load analyses indicate base pressures of 35.2 psf at the mean roof height with directional factors applied. The document includes windborne debris zone mapping from Volusia County, Florida, and specifies live loads for assembly areas at 100 psf for lobbies and corridors and 12-20 psf for roof areas. The structural design accounts for wind factors of 1.00 and seismic importance factors of 1.25, with fire ratings of 1.0 hour for both roof and floor systems. This engineering support documentation provides the technical foundation required for contractor bid preparation and project execution for the kitchen renovation improvements.
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Text version
5835 Waterford Distr ic t Drive, Sui te 400 | Miami , F lorida 33126 | PHONE 305-442-7086 www.bniengineers .com
Miami | Tal lahassee | West Palm Beach
Structural Calculations for Daytona Beach
Ocean Center Kitchen Renovations
Pages 1-4
Daytona Beach, Florida
Issued
April 22, 2026
Prepared by:
Bliss & Nyitray, Inc.
Structural Engineers
5835 Waterford District Drive, Suite 400 Miami, Florida 33126
Tel. 305.442.7086 www.BNIengineers.com
CA 674
BNI Project No. 26M52
Alejandra Martinez McCombie, P.E.
Florida P.E. Registration No. 87411
April 22, 2026
Calculations have been prepared by the undersigned engineer assuming responsibility for manual and computer-generated information.
L I C E N S
E
P R
O F
E
S S I O NA L E NG
I N E
E R
F L
O R I D A
STATE OF
AL
EJ
ANDRA MART I NEZ
NO. 87411
McCOMB I E
Seal:
http://www.bniengineers.com/
Windspeed Contours - Cat 1 Bldgs
Windspeed Contours - Cat 2 Bldgs
Windspeed Contours - Cat 3 Bldgs
Windspeed Contours - Cat 4 Bldgs
Windspeed Zones - Cat 1 Bldgs
Windspeed Zones - Cat 2 Bldgs
Windspeed Zones - Cat 3 Bldgs
Windspeed Zones - Cat 4 Bldgs
Debris Zone - Cat 1 Bldg
Debris Zone - Cat 2 Bldgs
Debris Zone - Cat 3 Bldgs
Debris Zone - Cat 4 Bldgs & Health Care Facilities
Legend
FDEP, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, 0 2 4mi
Zoom to
Category 3 Bldgs: 120
CAT1_BLDGS 120
CAT2_BLDGS 130
CAT3_BLDGS 140
CAT4_BLDGS 150
WINDBRNE1 N
WINDBRNE2 N
WINDBRNE3 Y
WINDBRNE4 Y
4/6/26, 3:32 PM Windborne Debris Zones & Contours https://volusiacountyfl.maps.arcgis.com/apps/Embed/index.html?webmap=794f11cc7d394594a05cdf2601898518&extent=-81.7309,28.7883,-80.4098,… 1/1
Source:
https://volusiacountyfl.maps.arcgis.com/apps/Embed/index.html?webmap=794f11cc7d394594a05cdf2601898518&extent=-81.7309,28.7883,-80.4098,29.
3429&zoom=true&scale=true&search=true&searchextent=true&legendlayers=true&basemap_gallery=true&disable_scroll=true&theme=light javascript:void(0);
JOB TITLE Ocean Center Daytona Beach
JOB NO. 26M52 SHEET NO.
CALCULATED BY AM DATE
CHECKED BY DATE
CS2024 Ver 2024-01-24 www.struware.com
STRUCTURAL CALCULATIONS
FOR
Ocean Center Daytona Beach
101 N Atlantic Ave, Daytona Beach, FL 32118
Bliss & Nyitray, Inc. JOB TITLE Ocean Center Daytona Beach
Structural Engineers
Miami | West Palm Beach | Tallahasse | Tampa | Dallas JOB NO. 26M52 SHEET NO.
CALCULATED BY AM DATE
CHECKED BY DATE
www.struware.com
Code Search
Code:
Occupancy:
Occupancy Group = A
Risk Category & Importance Factors:
Risk Category = III
Wind Factor = 1.00 use 0.60 NOTE: Output will be nominal wind pressures
Snow Factor 1.00
Seismic Importance factor = 1.25
Type of Construction:
Fire Rating:
Roof = 1.0 hr
Floor = 1.0 hr
Building Geometry:
Roof angle (θ) 0.00 / 12 0.0 deg
Building length 435.5 ft
Least width 291.0 ft
Mean Roof Ht (h) 76.8 ft
Parapet ht above grd 0.0 ft
Minimum parapet ht 0.0 ft hb for Elevated bldg 0.0 ft
Live Loads:
Roof 0 to 200 sf: 20 psf
200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf
Roofs used for roof gardens 100 psf
Floor:
Typical Floor 60 psf
Partitions N/A
Private rooms & corridors serving them 40 psf
Lobbies & first floor corridors 100 psf
Stairs and exit ways 100 psf
Florida Building Code 2023
Assembly
Bliss & Nyitray, Inc. JOB TITLE Ocean Center Daytona Beach
Structural Engineers
Miami | West Palm Beach | Tallahasse | Tampa | Dallas JOB NO. 26M52 SHEET NO.
CALCULATED BY AM DATE
CHECKED BY DATE
Wind Loads - Rooftop Structures & Canopies Nominal Wind Pressures
Building (L) = 435.5 ft
Building (B) = 291.0 ft
Directionality (Kd) = 0.85
Rooftop Structures & Equipment #1
Equipment length parallel to L = 7.2 ft
Equipment length parallel to B = 3.3 ft
Height of equipment = 4.0 ft Base pressure (Kd qh) = 35.2 psf
Vertical wind pressure Wind normal to building B Wind normal to building L
Ar = 23.3 sf Af = 13.0 sf Af = 28.7 sf
GCr = 1.500 GCr = 1.90 GCr = 1.90
F = KdqhGCr Ar = 52.8 Ar (psf) F = KdqhGCr Af = 66.8 Af (psf) F = KdqhGCr Af = 66.8 Af (psf)
Fv = 1.2 kips Fh = 0.9 kips Fh = 1.9 kips
Rooftop Structures & Equipment #2
Equipment length parallel to L = 4.8 ft
Equipment length parallel to B = 4.8 ft
Height of equipment = 4.8 ft Base pressure (Kd qh) = 35.2 psf
Vertical wind pressure Wind normal to building B Wind normal to building L
Ar = 23.4 sf Af = 23.4 sf Af = 23.4 sf
GCr = 1.500 GCr = 1.90 GCr = 1.90
F = KdqhGCr Ar = 52.8 Ar (psf) F = KdqhGCr Af = 66.8 Af (psf) F = KdqhGCr Af = 66.8 Af (psf)
Fv = 1.2 kips Fh = 1.6 kips Fh = 1.6 kips
Attached Canopies on Buildings : Alternate design 60'<h<90'
Mean Roof Ht (h )= 76.8 ft
Mean eave height (he) = 32.0 ft Base pressure (Kd qh) = 35.2 psf
Mean Canopy height (hc) = 26.0 ft hc/he = 0.81
C&C Surface Pressure (psf) User input
Area 10 sf 50 sf 100 sf 1000 sf 75 sf
Separate Individual Surfaces:
Upper surface negative pressure -55.5 -48.5 -45.5 -31.4 -46.7
Lower surface negative pressure -32.1 -27.7 -25.8 -19.8 -26.6
Upper or Lower surface pos pressure 28.1 23.1 21.0 21.0 21.9
Combined Upper & Lower Surfaces (net):
Negative pressure -39.7 -29.3 -24.8 -24.8 -26.7
Positive pressure 31.6 25.4 22.8 22.8 23.9
| Cover sheet Vol I |
| 26M52 Windborne Debris Zones & Contours |
| 20260406 G-07 Wind Seismic Snow Rain Pressures (Adam) 1 |
| 20260406 G-07 Wind Seismic Snow Rain Pressures (Adam) 2 |
| 20260406 G-07 Wind Seismic Snow Rain Pressures (Adam) 3 |
| 2026-04-22T17:55:21-0400 | |
| Alejandra M McCombie | |
| This item has been electronically signed and sealed by Alejandra Martinez McCombie, P.E., on the date indicated using Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
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