Pole_Barn.pdf
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- Solicitation number
- 2024-040
- Issued by
- Polk County, Florida
About this file
The provided documents are construction drawings for a metal pole barn project for St. Cloud Parks & Recreation, located at 3001 17th Street in St. Cloud, Florida. The architectural plans, prepared by Bumpus and Associates, Inc., detail a 3,000 square foot, single-story unsprinklered structure with a Type II-B construction classification. The drawings include comprehensive technical specifications such as floor plans, foundation plans, roof plans, elevations, and building sections, conforming to the Florida Building Code 2020 (7th Edition) and related state and national construction codes.
The project specifications indicate a structure with metal building components, including metal roof panels, die-formed ridge caps, and prefinished metal wall panels. The foundation consists of 4'-0" x 4'-0" x 3'-0" deep footings with reinforcement bars, and the overall building dimensions are approximately 100' long by 30' wide. While the drawings do not provide direct cost information, they are part of a larger bid process for the 17th Street T-Ball and Baseball Field Improvements REBID, with electronic bid submissions required through the OpenGov e-Procurement Platform by 2:00 pm on Tuesday, June 4, 2024.
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CONSTRUCTION DRAWINGS
CODE COMPLIANCE SUMMARY
FLORIDA BUILDING CODE 2020, 7th EDITION FLORIDA PLUMBING CODE 2020, 7th EDITION FLORIDA MECHANICAL CODE 2020, 7th EDITION FLORIDA FIRE PREVENTION CODE 2020, 7th EDITION
NATIONAL ELECTRIC CODE 2017
OCCUPANCY: U
CONSTRUCTION: II-B
UNSPRINKLERED
BUILDING AREA: 3,000 S.F.
ALLOWABLE S.F.: 8,500 S.F.
ACTUAL STORIES: 1
ALLOWABLE STORIES: 3
ACTUAL HEIGHT: 20'
ALLOWABLE HEIGHT: 55'
DISTANCE FROM NEAREST
ASSUMED PROPERTY LINE: N/A
REQUIRED FIRE RATING: N/A
ACTUAL DISTANCE TO EXIT: N/A
MAXIMUM DISTANCE TO EXIT: N/A
OCCUPANCY LOAD CALCULATION:
STRUCTURAL NOTES:
DESIGN LOADS:
FLOOR:50 PSF
ROOF: 20 PSF
10 PSF
WIND: 140 MPH
INTERIOR PRESSURE
COEFFICIENT: 0.18
WIND EXPOSURE: B(ENCLOSED)
RISK CATEGORY: II
THIS STRUCTURE IS NOT ENCLOSED, AND THE INTENT ISN'T
TO HOUSE OCCUPANTS. IT IS A COVERED POLE BARN.
NO ELECTRICAL OR PLUMBING IN THIS PROJECT.
ARCHITECT
BUMPUS AND ASSOCIATES, INC.
ARCHITECTURE-INTERIOR DESIGN
603 FRONT STREET
CELEBRATION, FLORIDA 34747
(407) 566-0200
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As Shown
METAL POLE BARN
ST. CLOUD PARKS & REC
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3001 17TH ST.
ST. CLOUD, FL 34769
ARCHITECTURAL SHEETS
COVER SHEET 1
ELEVATIONS A1.1
FLOOR PLAN A2.1
FOUNDATION PLAN A3.1
ROOF PLAN A5.1
BUILDING SECTIONS A8.1
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1. SEE METAIL BUILDING SHOP DRAWINGS FOR STRUCTURAL
2. FOOTINGS: CONCRETE COMPRESSIVE STRENGTH
3,000 PSI @ 28 DAYS
REINF STEEL GRADE 60
3. ASSUMED SOIL BEARING CAPACITY 2,000 PSF.
CITY OF ST. CLOUD TO PROVIDE SOILS REPORT
THIS BUILDING HAS BEEN PURCHASED BY THE CITY AND
IS BEING STORED ON SITE. CONTRACTOR SHALL POUR
FOUNDATIONS AND ERECT BUILDING.
FLOOR PLAN - NEW
0"
FOOTING
-3' - 0"
A
BEARING
15' - 9"
A8.1
METAL ROOF PANELS
1" 12"
8 1/4" 28' - 7 1/2" 8 1/4"
DIE FORMED RIDGE CAPB
/8
FLOOR PLAN - NEW
0"
FOOTING
-3' - 0"
15 234
A8.1
BEARING
15' - 9"
A8.1
METAL ROOF PANELS DIE FORMED RIDGE CAP
FLOOR PLAN - NEW
0"
FOOTING
-3' - 0"
A
BEARING
15' - 9"
A8.1
METAL ROOF PANELS
1" 12"
8 1/4" 8 1/4" 27' - 3" 8 1/4" 8 1/4"
DIE FORMED RIDGE CAP
B
/8
FLOOR PLAN - NEW
0"
FOOTING
-3' - 0"
1 52 3 4
A8.1
BEARING
15' - 9"
A8.1
METAL ROOF PANELS
1-1/2" PREFINISHED METAL
BUILDING WALL PANELS
100' - 0"
25' - 0"25' - 0"25' - 0"25' - 0"
DIE FORMED RIDGE CAP
LATERAL BRACING, SEE ENG. DRAWINGS
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1 EAST - NEW
SCALE: 1/4" = 1'-0"A1.1
2 NORTH - NEW
SCALE: 1/4" = 1'-0"A1.1
3 WEST - NEW
SCALE: 1/4" = 1'-0"A1.1
4 SOUTH - NEW
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A1.1
A1.1
A1.1
A1.1
1 52 3 4
A
A8.1
A
A
A
A
B
B B B
B B
100' - 0"
25' - 0" 25' - 0" 25' - 0" 25' - 0"
25' - 0" 25' - 0" 25' - 0" 25' - 0"
100' - 0"
A8.1
A8.1
METAL BUILDING RIGID FRAME
WITH BASE PLATES, SEE ENGINEERING
A3.1
B
7/
8"
1/ 2"
/4
1/
2"
7/ 8"
7/
8"
1/ 2"
/4
1/
2"
7/ 8"
4"
8" 24' - 0" 8" 24' - 4" 8" 24' - 4" 8" 24' - 0" 8"
SYMBOLS LEGEND
A, B
METAL BUILDING BASEPLATES
8" x 9-1/2" BASE PLATES, PER METAL BUILDING ENGINEER DRAWINGS
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1 FLOOR PLAN - NEW
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A1.1
A1.1
A1.1
1 52 3 4
A
A8.1
A8.1
A8.1
BUILDING PERIMETER
100' - 0"
A
7/ 8"
8"
1/
2"
4' - 0" 20' - 8" 4' - 0" 21' - 0" 4' - 0" 21' - 0" 4' - 0" 20' - 8" 4' - 0"
1' - 8"
FOUNDATION TO BE BUILT IN LATER
CURRENTLY ONLY FOR FOOTINGS
A3.1
4'
0"
0" 4'
0"
4' - 0" 20' - 8" 4' - 0" 21' - 0" 4' - 0" 21' - 0" 4' - 0" 20' - 8" 4' - 0"
B
4'
0"
0" 4'
0"
FOOTINGS
A 4'-0" x 4'-0" x 3'-0" DEEP W/#5ø BAR @ 6" O.C. EACH WAY
FLOOR PLAN - NEW
0"
FOOTING
-3' - 0"
8 #5 DIAM BARS EA. WAY
COMPACTED
AND TERMITE
TREATED EARTH
4X4X3 CONC. FOOTING
3'
0"
4' - 0"
B
(4) 3/4" ANCHOR
BOLTS X 2'-6"
EMBEDMENT
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3 TYP. FOOTING
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A1.1
A1.1
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A
A8.1
A8.1
A8.1
SLOPE 1:12
SLOPE 1:12DIE FORMED RIDGE CAP
100' - 0"
B
100' - 0"
A1.1
A1.1
A1.1
A1.1
1 52 3 4
A
A8.12
A8.1
A8.1
3'
0" 3'
/8
3'
/8
3'
8"
5/
8" 3'
8"
3'
/8
3'
/8
3'
0"
METAL BUILDING ROOF PURLINS
CROSS BRACING
B
100' - 0"
100' - 0"
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A5.1
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SCALE: 1/4" = 1'-0"A5.1
1 ROOF PLAN
SCALE: 1/4" = 1'-0"A5.1
2 ROOF FRAMING
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FLOOR PLAN - NEW
0"
FOOTING
-3' - 0"
A
BEARING
15' - 9"
A8.1
C
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PA
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/8
METAL BUILDING RIDIG FRAME
METAL ROOF PANELS
METAL ROOF PURLINS
AS PER METAL BUILDNG
SHOP DRAWINGS
DIE FORMED RIDGE CAP
B
8 1/4" 28' - 7 1/2" 8 1/4"
4' - 0" 4' - 0"
FLOOR PLAN - NEW
0"
FOOTING
-3' - 0"
A
BEARING
15' - 9"
A8.1
METAL BUILDING RIDIG FRAME
METAL ROOF PANELS
METAL ROOF PURLINS
AS PER METAL BUILDNG
SHOP DRAWINGS
C
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AR
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PA
C
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/8
DIE FORMED RIDGE CAPB
8 1/4" 8 1/4" 27' - 3" 8 1/4" 8 1/4"
4' - 0" 4' - 0"
FLOOR PLAN - NEW
0"
FOOTING
-3' - 0"
15 234
A8.1
BEARING
15' - 9"
A8.1
METAL BUILDING RIDIG FRAME
METAL ROOF PANELS
25' - 0" 25' - 0" 25' - 0" 25' - 0"
DIE FORMED RIDGE CAP
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A8.1
BAA DLB
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1 SECTION @ COLUMN LINES 2,3,4
SCALE: 1/4" = 1'-0"A8.1
2 SECTION @ COLUMN LINES 1,5
SCALE: 1/4" = 1'-0"A8.1
3 Section 3
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| 1 - COVER SHEET |
| A1.1 - ELEVATIONS |
| A2.1 - FLOOR PLAN |
| A3.1 - FOUNDATION PLAN |
| A5.1 - ROOF PLAN |
| A8.1 - BUILDING SECTIONS |
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