Amendment 02-Drawing-SRRJV2LA.pdf
PDF 118 KB Posted
- Attached to
- Repair Greenhouses - Fort Pierce, FL.
- Solicitation number
- 12405B24R0017
About this file
This document appears to be an architectural drawing/amendment related to a federal contract opportunity for the repair of greenhouses at the USDA Agricultural Research Service facility in Fort Pierce, Florida.
The key details are: The USDA ARS Southeast Area has a requirement to repair greenhouses at their U.S. Horticultural Research Facility. The work includes providing all labor, equipment, materials, professional services, and supervision necessary to perform the repairs as per the Statement of Work. The solicitation is anticipated to be a Total Small Business Set-Aside with a NAICS code of 236220 and a $45.0M size standard. Contractors must be registered in SAM and will have the opportunity for a site visit during the solicitation phase.
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Text version
S. HAUENSTEIN
S-23
GREENHOUSE
SECTIONS & DETAILS
0 2m1m
1 : 20
0 1m.5m
1 : 10
B
S-22S-23
SECTION
SCALE 1:10
ANCHORS AT 500 O.C.
W/ 0 013\x 102 LG.
L 64x64x6.4
C
S-4 S-23
SECTION
SCALE 1:10
A
S-22S-23
SECTION
SCALE 1:20
229 0 0064
SLOPESLOPE
x x x xxx
2-10M CONT.
COLUMN (TYP.)
GREENHOUSE
x x x x
GRADE
FINISH
SLOPE
4 000 (TYP.)
SLOPE
TOP OF GRATING
EL. 99 900EL. 99 600
GREENHOUSE LIMITS
TYP. ALL TRENCHES
EL. 99 548
SLOPE
GREENHOUSE LIMITS CORRIDOR
TOP OF GRATING
EL. 99 900
EL. 99 435
EL. 99 383
SLOPE SLOPE
EL. 99 950
SLOPE
EL. 99 950
TOP OF GRATING
EL. 99 900
SLOPE SLOPE
(TYP.)
BEYOND
KNEE WALL
x x x x x x x x x x x x x x x x xxx x xx x xxx
BY GREENHOUSE MANUFACTURER.
FOUNDATIONS TO BE DESIGNED
GREENHOUSE COLUMNS AND
10M @ 1 219 O.C.
(TYP.)
203 KNEE WALL
OF GREENHOUSES)
(TYP. AT EXTERIOR
SLAB TURNDOWN
PIPING NOT SHOWN.
NOTE: SEE PLUMBING DWGS. FOR
100100
FOR BOTTOM OF TRENCH ELEVATIONS.
VARIES - SEE PLAN AND SECTION A (THIS SHEET)
4 SIDES OF TRENCH.
THIS DETAIL TYPICAL
5mm @ 300
5mm @ 300
PLUMBING DWGS.
PIPE - SEE
PLUMBING DWGS.
PIPE - SEE
V A
R
IE
S
STD HK
152x152 MW18.7xMW18.7 W.W.F. (TYP.)
EL. 99 950
EL. 99 300
152x152 MW 18.7xMW 18.7 (TYP.)
3-10M CONT. (TYP.)
10M @ 600 (TYP.)
10M @ 600 (TYP.)
10M @ 600 (TYP.) 6
OF 22.7 KG.
PIECES HAVING A MAX. WEIGHT
GRATING SHALL BE DIVIDED INTO
BANDING BARS SHALL BE 102 O.C.
BEARING BARS AT 0 030 O.C.
WITH 0038 x 0 006
WELDED STEEL GRATING
0 038
0 010x0 038 BAR
0 038
S-29
S-22
1-10M
J. MOSS
S-29
4 000
1 203
T.O.S. ELEV. 104 788
TYPE B, 22 GA.
38 METAL DECKING
MC250x12.5 (TYP.)
TYP.
Z
4 000
1 203
T.O.S. ELEV. 104 788
TYPE B, 22 GA.
38 METAL DECKING
MC250x12.5 (TYP.)
TYP.
Z
TYPE B, 22 GA.
38 METAL DECKING
W530X66
W530X66
W310X21
TYPE B, 22 GA.
38 METAL DECKING
L152X102X7.9 LLH (CONT.)
L152X102X7.9 LLH (CONT.)
S-8 S-13
B
STEEL (TYP)
STRUCTURAL
LIGHT GAGE
STEEL (TYP)
STRUCTURAL
LIGHT GAGE
D
S-8 S-23
SECTION
NOT TO SCALE
E
S-8 S-23
SECTION
NOT TO SCALE
M.B.6-13-971 INCORPORATED AMENDMENT NO. 1
AS-BUILT
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