ITB_SUN250587_Construction_of_Union_Station_Restroom_with_Ticketing_Kiosk_-_Exhibit_G-2_-_S-111_-_ROOF_WIND_AND_WALL_DIAGRAM.pdf

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Attached to
Construction of Union Station Restroom with Ticketing Kiosk
Solicitation number
ITB# SUN/250587
Issued by
Marion County, Orlando City, Florida

About this file

The document S-111 is a Roof Wind and Wall Diagram prepared by Bliss & Nyitray, Inc. for the City of Ocala's SunTran Restrooms & Kiosk project located at 501 NE 1st Ave. in Ocala, Florida. The structural engineering drawing provides detailed wind pressure calculations and diagrams for the building's roof and wall surfaces, using ASCE 7-22 standards for wind load analysis. The diagram includes comprehensive tables depicting wind pressures for different zones and tributary areas, covering overhang, roof, wall, and parapet pressures under various scenarios.

The technical drawing specifies wind pressure calculations using a directionality factor of 0.85, with negative and positive pressures acting away from and toward surfaces respectively. The diagram breaks down wind pressure zones for four building elevations (North, South, East, and West) and includes detailed pressure tables for different tributary area sizes ranging from 10 to 500 square feet. The document is part of a larger set of construction documents for the project, signed and sealed by a Florida-registered professional engineer, and dated for a 100% Construction Document set issued on 05.28.2024.

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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 .