Dugout_Plan.pdf
PDF 125 KB Posted
- Solicitation number
- 2024-040
- Issued by
- Polk County, Florida
About this file
The document is a detailed architectural plan for a dugout structure, specifically designed for the 17th Street T-Ball and Baseball Field Improvements project in St. Cloud, Florida. The plan, labeled as drawing A1, provides a comprehensive technical blueprint showing a plan view, elevation, and cross-section of a dugout with precise measurements and construction specifications. The structural design includes a 15'-0" by 20'-0" concrete slab on grade with turned-down edges, 3"x3"x1/4" pipe columns, a roof with a 1-1/2" per 12" slope, and a chain link fence with green vinyl slats on the south, east, and west sides.
The construction details specify a players bench to be provided and installed by the owner, with specific attachment instructions using expansion bolts, and structural elements like continuous 2x10 headers, 2x6 framing, and Simpson anchors. The plan also includes technical specifications for concrete finishing (light broom finish), concrete slope, column embedment, and galvanic protection measures. While the document does not provide direct pricing information, it is part of a municipal infrastructure improvement project for the City of St. Cloud, with electronic bid submissions accepted through the OpenGov e-Procurement Platform until 2:00 pm on Tuesday, June 4, 2024, with a deadline for questions on Tuesday, May 28, 2024, at 5:00 pm.
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Text version
15' - 0"
4" CONC. SLAB ON GRADE W/TURNED DOWN
SLAB EDGE OVER COMPACTED FILL
6" 2' - 0" 2' - 0"
6"
20' - 0"
7'
0" 6"
6"
6"
7'
0" 6"
8'
0"
8'
0"
R O
O F
SL
O
PE
-1 /2
2"
C O
N C
. S
LO
PE
/8
CONC. LIGHT BROOM FINISH
A1
3"X3"X1/4" PIPE
COLUMNS 3'
- 0
60°
BENCH
3' - 0"
9'
0" 4'
0"
10' - 0"
2' - 0"
CONCRETE
S/W SHOWN
ON CIVIC
DRAWINGS
5' - 0"
SLOPE 1/8" PER FOOT MIN.
1-1/2"
CHAIN LINK FENCE 9GA -
FABRIC W/ GREEN VINYL
SLATS SOUTH, EAST, WEST
SIDES
3"X3"X1/4" TUBE COL. STD.
10'-0"O.C. MAX
STD HOT DIPPED GALV
8'
0"
9'
0"
7' - 0"
PLAYERS BENCH . PROVIDED AND
INSTALLED BY OWNER
ATTACH BENCH W/(4) 3/8"~X4"
EXPANSION BOLTS PER SUPPORT.
2X10 CONT.
2X10 @ EACH END
(3) 2X6 @ BLOCKING
BETWEEN RAFTERS, STAGGERED
W/(2) 16d NAILS
2X6 @ 24" O.C.
(2) 1/2"~THRU. BOLTS
AT EA. COLUMN
NOTE: END SIM
(W/CONT. DRIP)
METAL DRIP OVER
1X2 ON 2X10 FASCIA
SIMPSON LUS26
ANCHOR AT EA JOIST
W/(4) 10d NAILS TO JOIST & HEADER
NOTE: ALL WOOD IS P.T.
SIMPSON LUS26
ANCHOR AT EA JOIST
W/(4) 10d NAILS TO JOIST & HEADER
PEAK CAP 1x2
RIPPED
(2) #5~ BAR
CONT.
THICKENED SLAB
AND EDGES
COLUMN EMBEDDED IN
CONC. TO BE COATED
W/BITUM. PAINT FOR
GALVANIC PROTECTION
CONCRETE SLAB- OPTION TO BE 4" CONCRETE WITH
FIBERMESH OR 4" CONCRETE W/ 6"x6"x 10/10 WWF
OVER 6 MIL. VAPOR BARRIER. WWF MUST BE SUPPORTED WITH
PLASTIC CHAIRS 3'-0" EACH WAY, IN ACCORDANCE WITH FLORIDA
BUILDING CODE EACH METHOD OVER 6 MIL. VAPOR BARRIER.
ROOF DEAD LOAD= 2 PSF
ROOF LIVE LOAD= 20 PSF
ATTACH CORRUGATED METAL ROOF TO WOOD
MEMBER WITH # 10x 1-1/2" "WOODGRIP" SCREWS
12"O.C. @ FIELD, & 6"O.C. AT EDGES.
FLORIDA BUILDING CODE 2020 7TH EDITION
STRUCTURAL NOTES
BUILDING CATEGORY: II
WIND EXPOSURE: B
INTERNAL PRESSURE COEFFICIENT: 1.0
IMPORTANCE FACTOR: 1.0
BASIC WIND SPEED: 150 MPH
ALL WOOD IS PRESSURE TREATED, SYP. NO 2
CONCRETE. 3,000 PSI @ 20 DAYS, REINFORCED
STEEL, GRADE 60
8" 2'
4"
8"
1'-0" CONCRETE FOOTING
1' - 4" 5' - 4" 1' - 4"
2X10
PEAK CAP 1x2
RIPPED
1' - 0"
3'
8"
SHEET:
JOB NUMBER:
SCALE:
APVD:DRWN:
DATE:
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Author Approver
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SCALE: 1/2" = 1'-0"
PLAN VIEW
SCALE: 1" = 1'-0"A1
2 SECTION VIEW
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| Sheets |
| A1 - FLOOR PLANS |
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