ITB_CIP260231_Construction_of_Union_Station_Restroom_with_Ticketing_Kiosk_-_Exhibit_G-2_-_S-111_-_ROOF_WIND_AND_WALL_DIAGRAM.pdf
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- Solicitation number
- ITB# CIP/260231
- Issued by
- Marion County, Orlando City, Florida
About this file
This is a structural wind and wall diagram document prepared by Bliss & Nyitray, Inc. Structural Engineers for the City of Ocala's Construction of Union Station Restroom with Ticketing Kiosk project (ITB# CIP/260231), located at 501 NE 1st Avenue, Ocala, Florida. The diagram sheet (S-111) illustrates roof wind pressures, wall wind pressures, parapet pressures, and overhang pressures for the approximately 500-square-foot facility that will include a public restroom, employee restroom, and ticketing kiosk. The document contains wind pressure data derived from ASCE 7-22 standards with a directionality factor of 0.85, presenting component and cladding gross unfactored pressures perpendicular to surfaces in pounds per square foot (PSF) based on tributary areas. Pressure zones are identified across four elevations (north, south, east, and west), with roof wind pressures ranging from -21/+10 to -40/+10 PSF depending on zone and tributary area, wall pressures ranging from -16/+15 to -20/+15 PSF, parapet resultant forces at 51 PSF for 10-square-foot tributary areas decreasing to 27 PSF for 500-square-foot areas, and overhang pressures from -33 to -28 PSF.
The document was prepared under project number 23W21 by Lazaro Alfonso, P.E. (Florida Registration No. 69782) and Carbon Design & Architecture, with the complete construction documents issued as 100 percent construction documents dated May 28, 2024. The referenced project data indicates the construction is for the City of Ocala as the client, with a mandatory pre-bid meeting scheduled for December 18, 2025, at 10:00 AM EST. Bidders must be Florida-licensed general or building contractors with minimum five years of commercial/industrial building construction experience and must submit verifiable references and completed project examples. All bids must be submitted electronically through www.bidocala.com or www.prorfx.com, with no alternative submission methods accepted.
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WIND PRESSURE NOTES
1. Numbers on this sheet are the components and cladding gross unfactored pressures perpendicular to the surface (in P.S.F.) based on tributary area. Multiply service pressures by 1.67 to obtain W pressures for factored loads using strength design (ASCE 7-22 2.3).
2. Pressures are derived from ASCE 7-22.
3. Directionality factor Kd = .85
4. Negative pressures act away from surface, positive pressures act toward surface.
5. Parapet pressures are the resultant force from positive wall and negative roof pressures
6. All dimensions shown are measured perpendicular to surface.
WIND PRESSURE LEGEND
Denotes wind pressure zone
Denotes wind load separation
C
S-111
B
S-111
A
S-111
D
S-111
3o
1o
1o
3'-0"
3o
3o
2o
2o
T Y
P
'-0
T Y
P
'-0
TYP.
3'-0"
3P
TYP.
3'-0"
3P
TYP.
3'-0"
3P
4 55
TYP.
3'-0"
3P
OVERHANG PRESSURES (PSF)
ZONE
TRIBUTARY AREA (SF)
10 20 50 100 200 500
1o -33 -30 -27 -24 -21 -20
2o -49 -43 -35 -28 -27 -25
3o -52 -45 -36 -29 -29 -28
ROOF WIND PRESSURES (PSF)
ZONES
TRIBUTARY AREA (SF)
10 20 50 100 200 500
1 -21/+10 -19/+10 -16/+10 -14/+10 -12/+10 -12/+10
2 -34/+10 -29/+10 -22/+10 -17/+10 -17/+10 -17/+10
3 -40/+10 -34/+10 -26/+10 -20/+10 -20/+10 -20/+10
1/4" = 1'-0"
ROOF WIND DIAGRAM
1/4" = 1'-0"
A NORTH ELEVATION
1/4" = 1'-0"
C SOUTH ELEVATION
1/4" = 1'-0"
B EAST ELEVATION
1/4" = 1'-0"
D WEST ELEVATION
REFERENCE SHEETS
ABBREVIATIONS & SYMBOLS S-100
STRUCTURAL NOTES S-101
STRUCTURAL NOTES S-102
STRUCTURAL PLAN SPECIFICATIONS S-103
ROOF WIND AND WALL DIAGRAM S-111
GROUND FLOOR AND ROOF FRAMING PLAN S-200
WALL SECTIONS S-301
ALL SCHEDULES S-401
ALL SCHEDULES S-402
SLAB ON GRADE DETAILS S-511
MASONRY DETAILS S-521
WOOD ROOF DETAILS S-721
PARAPET PRESSURES (PSF)
ZONES
TRIBUTARY AREA (SF)
10 20 50 100 200 500
3P 51 44 35 28 27 27
WALL WIND PRESSURES (PSF)
ZONE
TRIBUTARY AREA (SF)
10 20 50 100 200 500
4 -16/+15 -16/+14 -15/+13 -14/+13 -13/+12 -12/+11
5 -20/+15 -19/+14 -17/+13 -16/+13 -14/+12 -12/+11
580 Village Blvd., Suite 310 www.bniengineers.com
West Palm Beach, Florida 33409
Tel. (561) 623-7081
Lazaro Alfonso, P.E. FL Reg. No. 69782
BLISS & NYITRAY, INC.
STRUCTURAL ENGINEERS
To the best of the Structural Engineer's knowledge, the Plans and Specifications comply with the applicable minimum building codes.
FL Certificate of Authorization No. 674
FLORIDA LIC No: AR95989
Carbon design & architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 941.362.4312 W:: www.carbonAE.com
Project No:
PROJECT DATA
Project Na:
CLIENT DATA
Client:
ARCHITECT DATA
ENGINEER DATA
ISSUE + REVISION DATA
ARCHITECTURE SEAL
CHECKED BY
DRAWN BY
PRINTED:24X36 SHEET
ARCH D
BNI Proj. No.23w21
6/24/2024 6:12:07 PM
6/24/2024 6:12:07 PM
S-111
ROOF WIND AND WALL DIAGRAM
100% CD's Set
05.28.2024
24020
OCALA SUNTRAN
RESTROOMS & KIOSK
CITY OF OCALA
501 NE 1st Ave.
Ocala, FL 34470
L.A
S.C
No: Description: Date:
1 BLD24-1291
Building Comments
06/25/2024
| Sheets |
| S-101 - STRUCTURAL NOTES |
| S-111 - ROOF WIND AND WALL DIAGRAM |
| S-402 - ALL SCHEDULES |
| 561-623-7081 | |
| 2024-06-24T20:44:35-0400 | |
| Lazaro Alfonso | |
| This item has been digitally signed and sealed by Lazaro Alfonso, PE (No. 69782), on the date shown below. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
File details come from the government source that posted it. Updated .