Attachment 1 Delta Work Center Repairs - Plans.pdf
PDF 7 MB Posted
- Attached to
- Delta Work Center Flood Repairs Federal contract opportunity
- Solicitation number
- 12445121Q0010
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_12445121Q0010_Amd_0001.pdf | ||
| Sol_12445121Q0010.pdf | ||
| Attachment 2_Notice_Noncompliance.pdf | ||
| Attachment 4 Experience Questionaire.docx | DOCX document | |
| Attachment 6 Wage Determination.pdf | ||
| Attachment 3 Designation of Representative.pdf | ||
| Attachment 5 Contractors Financial Info.docx | DOCX document |
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Text version
PROJECT LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
1 26
The Work Center is located at the Delta National Forest in Sharkey County between Holly Bluff and Rolling Fork off of Sr16. The directions for locating the Work Center from Holly Bluff is to turn onto SR16 west and travel approximately 3 miles. Turn west onto 703. The Work Center is approximately 1 ¼ mile down 703 and will be on your left. Watch for the sign.
DELTA RANGER DISTRICT
68 FRONTAGE ROAD
ROLLING FORK, MS 39088
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING
DATE
FOREST SUPERVISOR DATE
DATE
RO FACILITIES PROGRAM MANAGER
5/4 /21
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Repairs to the Delta Work Center after the Floods
MISSISSIPPI
SHARKEY COUNTY
NATIONAL FORESTS IN MISSISSIPPI
(R08) SOUTHERN REGION
INDEX OF SHEETS
NO. NAME SHEET TITLE DATE
1 G-01 COVER SHEET
5/5/2021
2 G-02 SITE PLAN
5/4/2021
3 A-01 FLOOR PLAN
5/4/2021
A-02 SECTIONS A-A - DIAGNONAL BRACING,
B-B SHOP COLUMNS, C-C CEILING BEAMS
& JOISTS
5/4/2021
5 A-03 SECTION D-D NEW INTERIOR BATHROOM
& SHOWER WALL
5/4/2021
6 A-04 CEILING & NEW INTERIOR WALL DETAIL
5/4/2021
A-05 SECTION E-E REPLACEMENT OF
EXISTING LOAD BEARING WALL -
ELEVATION 1
5/4/2021
A-06 SECTION F-F REPLACEMENT OF
EXISTING LOAD BEARING WALL -
ELEVATION 2
5/4/2021
9 A-07 DEMOLITION PLAN
5/4/2021
10 C-01 SIDEWALKS & PARKING PLAN
5/4/2021
11 A-08 FRONT ELEVATION
5/4/2021
12 A-09 SECTION G-G - EXTERIOR WALL DETAIL
5/4/2021
13 A-10 INTERIOR FINISH SCHEDULE
5/4/2021
14 A-11 EXTERIOR FINISH SCHEDULE
5/4/2021
15 A-12 DOORS & WINDOW SCHEDULE
5/4/2021
16 P-01 BATHROOM & SHOWER PLAN
5/4/2021
17 P-02 LAVATORY DETAIL STANDARDS
5/5/2021
18 P-03
WATER CLOSET DETAIL STANDARDS
5/5/2021
19 P-04 SHOWER DETAIL STANDARDS
5/5/2021
20 E-01 LIGHTING PLAN
5/5/2021
21 E-02 ELECTRICAL PLAN
5/5/2021
22 E-03 ELECTRICAL NOTES 1
5/5/2021
23 E-04 ELECTRICAL NOTES 2
5/5/2021
24 E-05 ELECTRICAL NOTES 3
5/5/2021
25 E-06 LIGHT & MECHANICAL SCHEDULE
5/5/2021
26 E-07 PANEL SERVICE
5/5/2021
Work Center
Wood Pole Shed
Metal Pole Shed
Oil & Gas Shed
Power Pole for the Work Center with 200-amp circuit breaker
Gas Tanks
Power Pole with RV receptacle near the gas pumps. Replace with 20-amp GFCI and waterproof enclosure.
F
S
E
F
S
P i p e l i n e
R o a d
Communication Tower
Fence
Notes:
1. On the Work Center power pole the
200-amp circuit breaker and box shall be replaced. The box and circuit breaker shall be installed 6 feet above the ground.
2. The 20-amp GFCI receptacle at the light pole near the gas pump shall be installed
6 feet above the ground.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
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W G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
Site Plane
03/09/2021
J.WATKINS
J.WATKINS
X.XXX
G-02 2 26
Not to Scale
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28-gauge
Vertical Steel
Board & Batten
Siding
Shop
Bay 1
Bay 2
Bay 3Bay 4
Storage
Pole Shed
Exhaust Fan
A
A
C
C
Floor Plan
28-gauge Vertical
Steel Board
& Batten Siding
28-gauge Vertical Steel
Board & Batten Siding
28-gauge
Vertical
Steel
Board &
Batten
Siding
28-gauge Vertical Steel
Board & Batten Siding
N e w
W a l l s
P V
C
P a n e l s
PVC
Panels on walls
D D
" - 1.0'
28-gauge Vertical Steel Board &
Batten Siding
Notes:
1. Spun polyethylene wrap shall be installed before placing steel siding.
2. PVC panels shall be installed on the outside of the shower, bathroom, and closet walls in the storage area..
3. PVC panels shall be installed on the inside of bathroom on the wall with toilet and sink and the opposite new wall.
4. PVC panels shall be installed on the ceilings in the storage are, shower, bathroom, closet, and pole shed.
1 1
1 1
28-gauge Vertical
Steel Board & Batten Siding
B B
Replace rotten sill plate and studs along east wall
P V
C
P a n e l s
F
F
E E
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/5 /21
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1.D W
G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
FLOOR PLAN
12/16/2020
J.WATKINS
J.WATKINS
X.XXX
A-01 3 26
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Section B - B - Front of the Shop Column
Note:
1. The sides and front of the columns shall have 1" x 10" exterior grade PVC molding installed.
2. Use the manufacture instructions to paint the molding.
New 1" x 10" PVC Molding
Each column has rotten wood at the bottom.
Before installing the 1" x 10" exterior PVC molding, Cut out the rotten sections of wood at the bottom.
The amount of wood to cut will vary for each column.
Post
Existing Wood
Covering the Posts
Install Two New -
" x 10"
Galvanized Bolts, Washers, and
Nuts 2" from top and bottom of beam
Existing Bolts in 2" x 6" Beam
Existing 2" x 6"
Ceiling Joists
Existing Attic Flooring
Install Two New - 2" x 8" Beams
Above Existing 2" x 6" Beam
Install Two New
" Pieces of
Plywood
Existing 2" x 6" Beam
Section C - C - Ceiling Beams and Joists
Note:
1. The new plywood will be glued to the existing 2" x 6" beam and the new 2" x
8" beam. The post will need to be notched so the 2" x 8" is flush with post.
2. The bolts shall be placed a minimum of 2" from top and 2" from bottom on the new 2" x 8" beam.
3. The plywood will be bolted with 1/2" galvanized bolts 3" long with washers and the bolts shall be installed through the plywood, 2" x 6", and 2" x 8" beams.
4. Use a 12" spacing between each
" bolt running laterally down the entire length of both beams.
5. Use a full length 2" x 8" beam. Do not splice.
1/2" Galvanized bolt 3" long with washers & nuts
Existing post at the center of the
Storage Portion of Work Center
1'-6"
Section A - A - Front of Pole Barn with Diagonal Bracing
2 -
" x 6"
Galvanized
Lag Screws
Note:
1. The side and rear of the Pole
Shed portion of the Work
Center Building will have diagonal braces on all posts, except where the entrance is located on the front of building.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
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1 - F
1.D W
G;
(R08) Southern Region
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA NATIONAL FOREST
SECTIONS A-A -
DIAGONAL BRACING, B-B
- SHOP COLUMNS, C-C -
CEILING BEAMS &
JOISTS
01/04/2021
X.XXX
J.WATKINS
X.XXX
A-02 4 26
1" - 1'-0"
3/4" - 1'-0"
1" - 1'-0"
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2" x 6" Blocking for New Wall
New 1" x 4" Treated
Furring Strips
New 2" x 4" Stud Wall
" Thick PVC Panel
Interior Ceiling & Wall
Section D - D - New Interior Bathroom and Shower Wall
Notes:
1. Install new
" PVC panels on interior walls not covered by steel siding. See Plan View Drawing.
2. Install new PVC panels on the ceiling of the storage and pole barn portions of the work center.
3. Place 1" x 4" treated furring strips according to manufacture instructions.
4. All PVC panels and accessories shall be installed according to manufacture instructions.
5. The thickness of the panels shall be a minimum
6. The panels will be left with the factory color white.
7. Install 2" x 6" blocking between the two 2"x 6" ceiling joists flush with the bottom of the joists and above the location of the new wall header. Use 16d nails and a 2" x 6" block shall be placed every 24 inches on center.
Storage Area
Bathroom
Existing 2" x 8"
Existing stud wall in the attic
New 2" x 10"s sandwiched between 1/2" plywood
New 1" x 4" Furring Strips
" = 1'-0"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
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2 - F
1.D W
G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
SECTION D-D - NEW
INTERIOR BATHROOM &
SHOWER WALL
12/27/2020
J.WATKINS
J.WATKINS
X.XXX
A-03 5 26
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New 2" x 4" Stud Wall
" Thick PVC Panel
Interior Ceiling & Wall
2" x "6 Blocking for New Wall
1" x 4" Furring
Strips
Ceiling Joist
Ceiling and New Interior Wall Detail
6" = 1'-0"
1" x 4" Treated Furring
Strips
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
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2 - F
1.D W
G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
Ceiling & New Interior Wall Detail
01/11/2021
J.WATKINS
J.WATKINS
X.XXX
A-04 6 26
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Notes:
1. Temporarily support the 2" x 6" beams and gable wall before installing the new 2" x 10" beams.
2. Remove the stud wall including the bottom & top plate, prior to the installation of the 2" x10"s and new posts.
3. Place three new 4" x 6" posts at each end of the wall and one between the shower and bathroom wall to support the 2" x10"s.
4. Glue and screw the 2 beams together with a sheet of
" plywood between the two beams. Install the new 2" x 10" beams with plywood between the beams.
5. The 2" x 10" beams with plywood & 4" x 6" posts will replace the existing wall on the shower and bathroom.
6. See Elevation 2 for more details.
Storage Area
Shower
Section E - E - Replacement of Existing Load Bearing Wall - Elevation 1
New 2" x 10" Beams with
" Plywood between
Beams
New 4" x 6" Post
Existing 2" x 8"
Existing stud wall in the attic
" = 1'-0"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
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2 - F
1.D W
G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
Remove Existing Wall & Support with Two 2x12 Beams & Three - 4x6
Posts
12/27/2020
J.WATKINS
J.WATKINS
X.XXX
A-05 7 26
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Section F - F - Replacement of Existing Load Bearing Wall - Elevation 2
Notes:
1. Temporarily support the 2" x 6" beams and gable wall before installing the new 2" x 10" beams.
2. Remove the stud wall including the bottom & top plate, prior to the installation of the 2" x 10"s and new posts.
3. Place three new 4" x 6" posts at each end of the wall and one between the shower and bathroom wall to support the 2" x 10"s.
4. Glue and screw the 2 beams together with a sheet of
" plywood between the two beams. Install the new 2" x 10" beams with plywood between the beams.
5. The 2" x 10" beams with plywood & 4" x 6" posts will replace the existing wall on the shower and bathroom.
4" x 6" Posts turned in the long direction
4" x 6" Posts turned in the short direction
Existing Wood Post
New
" Interior
PVC Siding
New 2" x 10"
Beams with plywood between beams
Existing 2" x 4" plate in attic
Existing 2" x 6" beam
Existing 2" x 4" gable wall studs in attic
1 1/2" = 1'-0"
1'-1/2" - 1.0'
1 1/2" = 1'-0"
" = 1'-0"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/5 /21
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2 - F
1.D W
G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
Detail F - F - Design for Existing Load Bearing
Wall
12/27/2020
J.WATKINS
J.WATKINS
X.XXX
A-06 8 26
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Cap and cover the toilet drain & cold-water pipes
Remove the telephone cables on the outside of the building.
Bay 1
Bay 2
Bay 3Bay 4
Demolition Plan
Cap ice machine drain
& cold-water pipes
Remove walls
" - 1.0'
Notes:
1. Remove all existing electrical wiring and conduit.
2. Remove all lighting, receptacles, wiring, and conduit in the attic. The floor of the attic is not designed for storage, so we do not want any electrical devices in attic.
3. The wall between storage area and the bathroom and shower rooms is a load bearing wall. This will need to be temporarily supported until the beams and posts are installed. See sheet number 7 & 8.
Cap and cover the old electrical service wire in wall on the floor.
R e m o v e w a l l s
Storage
Cap the kitchen drain & cold and hot water pipes
Pole Shed
Shop
Cap and cover the water fountain drain
& cold-water pipes
Remove existing ramp and sidewalk.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/5 /21
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(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
DEMOLITION PLAN
12/16/2020
J.WATKINS
J.WATKINS
X.XXX
A-07 9 26
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Sidewalk and Accessible Parking Plan
" - 1.0'
Notes:
1. Before installing the new ramp at front door, sidewalk, and accessible parking apron, grade the front of the building to allow for positive drainage away from work center.
2. Install concrete ramp, which shall be built to the Americans Barriers Act (ABA) standards at the door between the storage and the shop area.
3. Install a new concrete accessible ramp, which shall be built according to the ABA standards at the front door that connects to sidewalk.
4. The ramps shall have 6x6-W1.4xW1.4 WWF reinforcing, a maximum cross slope of 1:48 and running slope of 1:12.
5. Install a new accessible parking apron at grade, which is built according to the ABA standards at the front door in adjoining sidewalk..
6. The parking apron shall have a base layer of 4" thick compacted gravel, 6x6-W1.4xW1.4 WWF reinf. at sidewalk mid-depth, 6" thick concrete apron, a cross slope maximum of
1:48, and running slope of maximum of 1:20.
7. Install a new 5 foot wide concrete sidewalk, which is built according to the ABA standards with a base layer of 4" compacted gravel, 6x6-W1.4xW1.4 WWF reinf. at sidewalk mid-depth, a cross slope maximum of 1:48, and running slope of maximum of 1:20.
Handicapped Van Accessible Sign
Existing Ramp
Existing
Ramp
New ABA Accessible Ramp
New ABA
Accessible Ramp
New Sidewalk
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
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(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
SIDEWALK &
ACCESSIBLE PARKING
PLAN
12/16/2020
J.WATKINS
J.WATKINS
X.XXX
C-01 10 26
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Front View
Front View of Work Center
G
D
G
New 28 gauge Board & Batten Steel Siding
Existing Wood Board & Batten Siding
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
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F1
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G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
FRONT ELEVATION
12/27/2020
J.WATKINS
J.WATKINS
X.XXX
A-08 11 23
1/4" = 1'-0"
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Existing 2" x 6" Ceiling Joist
Spun Polyethylene Wrap
Existing 2" x 4" Stud Wall
New Board & Batten
Vertical Steel Siding
Existing Wood Board & Batten Siding
Section G - G - Exterior Wall Detail
Notes:
1. Existing wood board & batten siding, which is made up of
" plywood and 1 x 4 wood battens.
2. Before installing the new board & batten steel siding, place spun polyethylene wrap on the exterior of the studs.
3. Install the vertical board and batten steel siding according to the manufacture instructions.
4. All steel siding accessories shall be installed according to manufacture instructions, which includes J-channels, starter strips, window trim, and corner trim.
5. Flashing shall be installed between the existing wood board & batten siding and the new siding according to manufacture instructions.
6. The gauge of the siding shall be a minimum 28 gauge metal and the texture of the siding shall be a wood grain.
7. The color of the siding shall be similar to a Sherwin Williams SW2028 Chateau Brown.
The COR shall have final approval of the siding color.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
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F1
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G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
SECTION E-E - EXTERIOR
WALL DETAIL
01/11/2021
J.WATKINS
J.WATKINS
X.XXX
A-09 12 23
1-1/2" = 1'-0"
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Interior Finish Schedule
Room Walls Floor Trim
Ceiling
Shower NA Clean floor
The following trim pieces and accessories may be needed for the installation of the 1/2" PVC panel: 1"x4" treated treated furring strips, J channel, outside corner, inside cove, base trim, H divider, inside/outside corner, and 45° H divider
Install 1/2" PVC wall panels.
Bathroom
North and south walls shall be covered in 1/2" PVC wall panel.
Clean floor
The following trim pieces may be needed for the installation of the 1/2" PVC panel: 1"x4" treated treated furring strips, J channel, outside corner, inside cove, base trim, H divider, inside/outside corner, and 45° H divider
Install 1/2" PVC wall panels.
Closet NA Clean floor
The following trim pieces may be needed for the installation of the 1/2" PVC panel: 1"x4" treated furring strips, J channel, outside corner, inside cove, base trim, H divider, inside/outside corner, and 45° H divider
Install 1/2" PVC wall panels.
Storage
East wall shall be covered in
1/2" PVC wall panel.
Clean floor
The following trim pieces may be needed for the installation of the 1/2" PVC panel: 1"x4" treated furring strips, J channel, outside corner, inside cove, base trim, H divider, inside/outside corner, and 45° H divider
Install 1/2" PVC wall panels.
Shop Area
East wall shall be covered in the
28-gauge vertical steel board and batten siding
Clean floor
The following trim pieces may be needed for the installation of the 1/2" PVC panel: 1"x4" treated furring strips, J channel, outside corner, inside cove, base trim, H divider, inside/outside corner, and 45° H divider
NA
Pole Shed
West wall shall be covered in
28-gauge vertical steel board and batten siding.
Clean floor
The following trim pieces may be needed for the installation of the 1/2" PVC panel: 1"x4" treated furring strips, J channel, outside corner, inside cove, base trim, H divider, inside/outside corner, and 45° H divider
Install 1/2" PVC wall panels.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 7/2
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- F 1.D
W G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
INTERIOR FINISH
SCHEDULE
12/16/2020
J.WATKINS
J.WATKINS
X.XXX
A-10 13 26
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Exterior Finish Schedule
Location Walls Trim Remarks
Shower
Exterior south wall shall be covered with the 28-gauge vertical steel board and batten siding.
The following trim and accessories may be needed for the installation of the painted vertical steel board & batten siding:
snap-on outside corner post cap," snap-on corner substrate, spring-lok wide starter strip, starter strip, J-channel, undersill trim, vertical Z-flashing, steel or aluminum coil stock, caulking, galvanized nails, and housewrap.
The color of the siding shall be close to a SW 7510 Chateau
Brown. A stock color for the siding can be used if it is close to the
Chateau Brown.
Closet
Exterior north wall shall be covered with the 28-gauge vertical steel board and batten siding.
The following trim and accessories may be needed for the installation of the painted vertical steel board & batten siding:
snap-on outside corner post cap," snap-on corner substrate, spring-lok wide starter strip, starter strip, J-channel, undersill trim, vertical Z-flashing, steel or aluminum coil stock, caulking, galvanized nails, and housewrap.
The color of the siding shall be close to a SW 7510 Chateu
Brown. A stock color for the siding can be used if it is close to the
Chateau Brown.
Storage
Exterior north and south wall shall be covered with the 28-gauge vertical steel board and batten siding.
The following trim and accessories may be needed for the installation of the painted vertical steel board & batten siding:
snap-on outside corner post cap," snap-on corner substrate, spring-lok wide starter strip, starter strip, J-channel, undersill trim, vertical Z-flashing, steel or aluminum coil stock, caulking, galvanized nails, and housewrap.
The color of the siding shall be close to a SW 7510 Chateau
Brown. A stock color for the siding can be used if it is close to the
Chateau Brown.
Shop
South and west walls shall be covered with the 28-gauge vertical steel board and batten siding.
The following trim and accessories may be needed for the installation of the painted vertical steel board & batten siding:
snap-on outside corner post cap," snap-on corner substrate, spring-lok wide starter strip, starter strip, J-channel, undersill trim, vertical Z-flashing, steel or aluminum coil stock, caulking, galvanized nails, and housewrap.
The color of the siding shall be close to a SW 7510 Chateau
Brown. A stock color for the siding can be used if it is close to the
Chateau Brown.
Existing fascia, soffit, gable ends, 3/4" exterior grade plywood & 1"x4" batten boards
These items are located on the north, south, east, and west exterior walls of the building above the new 28-gauge vertical steel siding.
The following will be needed to paint these items: clean, sand, caulk, prime, and paint the walls with an acrylic latex.
The color of these items shall be
SW 7510 Chateau Brown.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 7/2
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- F 1.D
W G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
EXTERIOR FINISH
SCHEDULE
12/16/2020
J.WATKINS
J.WATKINS
X.XXX
A-11 14 26
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Door Schedule
Symbol
Number Size
Type
Finish Remarks
1 2 3'-0" x 6'-8" 1 3/4"
Exterior - Fiberglass hollow core prehung right hinge in swing, threshold must meet ABA requirements.
Exterior grade primer and acyrlic latex mildew resistant paint in the color #SW4010 - Pumice Stone
This shall include the frame, shims, trim, door stops, weatherstripping, Yale deadbolt lock, and door handle.
2 2 3'-0" x 6'-8" 1 3/4"
Exterior - Fiberglass hollow core prehung left hinge in swing, threshold must meet ABA requirements.
Exterior grade primer and acyrlic latex mildew resistant paint in the color #SW4010 - Pumice Stone
This shall include the frame, shims, trim, door stops, weatherstripping, Yale deadbolt lock, and door handle.
3 2 3'-0" x 6'-8" 1 3/8"
Interior - composite hollow core prehung left hinge out swing
Exterior grade primer and acyrlic latex mildew resistant paint in the color #SW4010 - Pumice Stone
This shall include the frame, shims, trim, door stops, and door handle.
Window Schedule
Symbol
Number Size
Type
Remarks
1 4 NA
Standard aluminum single hung - single pane to match existing rough openings
This shall include the trim, caulk, nails, shims, and flashing tape.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 7/2
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- F 1.D
W G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
DOOR & WINDOW
SCHEDULE
12/16/2020
J.WATKINS
J.WATKINS
X.XXX
A-12 15 26
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Cap and cover the water fountain drain and cold water pipes
Cap & cover the toilet drain
Cap the drain, cold & hot water pipes for the toilet & sink in the old bathroom
Closet
Plumbing Floor Plan
1" - 1'-0"
Bathroom Shower
Notes:
1. Stainless steel toilet shall be ABA compliant with the handle on the open side of the toilet.
2. Stainless steel sink 25" x 22" shall be ABA compliant.
3. Shower shall be ABA compliant and 60' x 36" roll in type shower.
4. An 18" x 24" mirror with
" stainless steel frame shall be installed over the sink to ABA standards.
5. Hand rails shall be installed in the bathroom and shower that meets ABA standards..
6. A towel rack will be installed in the shower room that meets ABA standards..
7. A toilet paper dispenser shall be installed in the bathroom that meets ABA standards.
Plumb hot and cold water, and drain pipe to location for the new sink.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/3 /21
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1.D W
G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
PLUMBING FLOOR PLAN
01/13/1964
J.WATKINS
J.WATKINS
X.XXX
P-01 16 26
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PROTECTED PIPING
LEVER VALVE
M
A X
MIRROR
6" MAX.
8" MIN.
M
I N
M
I N
M
A X
M I N
17" MINIMUM
19" MAXIMUM
CLEAR FLOOR SPACE
30" MINIMUM
M
I N
I M
U M
M A
X I M
U M
M
I N
I M
U M
(213, 305, 306, 603.3,& 606)
LAVATORY SIZE & CLEARANCE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
7:
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F1 .D
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(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
LAVATORY DETAIL
STANDARDS
01/13/1964
J.WATKINS
J.WATKINS
X.XXX
P-02 17 26
" - 1'
Note: See the Architectural Barriers Act (ABA) Standards 2015 for more information. The numbers in parenthesis are sections in the ABA.
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C TOILET
12" MIN.
36" MIN.
1.5" 0 RAIL (Stainless Steel)
T.P.
3'-6" MINIMUM
1' MAX
1.5"
REAR WALL
(213 & 604)
SIDE WALLS
WATER CLOSET SIZE AND CLEARANCES
SPACE
FLOOR
CLEAR
16"-18"
M
I N
C T.P.
7"-9"
24" MIN
60" MIN.
Note:
1. The bathroom in this drawing has the wall on the right side, but the Work Center bathroom is opposite from this drawing.
Note: See the Architectural Barriers Act (ABA) Standards 2015 for more information. The numbers in parenthesis are sections in the ABA.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/5 /21
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F1 .D
W G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
WATER CLOSET DETAIL
STANDARDS
01/13/1964
J.WATKINS
J.WATKINS
X.XXX
P-03 18 26
Note: See the Architectural Barriers Act (ABA) Standards 2015 for more information. The numbers in parenthesis are sections in the ABA.
1 1/2"-1'-0"
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BACK
SEAT WALL SIDE WALL
SEAT WALL
Standard Roll-in Shower Compartment
BACK (LONG)
(608.3-608.9)
SIDE
CONTROL AREA
M
A X
M
A X
27" MAX.
S I D
E
27" MAX.
M
I N
M
I N
60" MIN.
PLAN VIEW
SHOWER SIZE AND CLEARANCES
(608.2.2)
CONTROL WALL
6" MAX.
M
A X
Note: See the Architectural Barriers Act (ABA) Standards 2015 for more information. The numbers in parenthesis are sections in the ABA.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/5 /21
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F1 .D
W G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
SHOWER DESIGN
STANDARDS
01/13/1964
J.WATKINS
J.WATKINS
X.XXX
P-04 19 26
1"-1'-0"
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Bay 1
Bay 2 Bay 3Bay 4
Pole Shed
Lighting Plan
" - 1.0'
A -Traditional style surface mount wrap
C - Exit and emergency combo light
B - Integrated LED bathroom cylinder bar light
D - LED round UFO high bay light
E - LED 10-watt bulkhead Wall light
F - LED Pro series 6-inch gimbal downlight
G - LED dual head security light w/ motion sensor
S Switch
Legend
S
3 Switch 3-way
S
EF Switch for combination exhaust fan, light, & heater
EFLH
H - Combination exhaust fan, light, & heater
EFLH
EFLH
S
S
S
S
3WC
S
S
S
WC
S
3WC
S
S
3WC
Switch 3-way with waterproof cover
S
WC
Switch with waterproof cover
S
6 S
EF
S
EF
S
Storage
Notes:
1) See the service panel, light schedule, and general notes sheets for more information on the lighting.
2) All switches, lights, and receptacles shall be removed from area above the storage in work center building.
3) All switch and receptacle boxes shall be mounted 48 inches from the top of the box to the floor.
S
Shop
Circuit
D D
D
D
G
G
G G
A
A
AA
A A
B
E
E
F
F
A
CC
C
C
H
H
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/5 /21
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PL
AN
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IE
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F1
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G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
FLOOR PLAN
12/16/2020
J.WATKINS
J.WATKINS
X.XXX
E-01 20 26
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Bay 1 Bay 2
Bay 3 Bay 4
Pole Shed
Electrical Plan
" - 1.0'
A - 36 in. min. exhaust fan belt drive
B - 20 Gal. 2000-watt single element point-of-use water heater
S
Switch
Legend
Duplex 120 volt receptacle
Duplex 120 volt receptacle - ground fault circuit interrupter
Duplex 120 volt receptacle - ground fault circuit interrupter with waterproof cover
Storage
Shop
GFCI
G F
C I
GFCI
WP
W P
G F
C I
W P
W P
W P
GFCI
Circuit
S
GFCI
Duplex 120 volt receptacle - with waterproof cover
WP
S
G F
C I
GFCI
Notes:
1) See the service panel, mechanical schedule, and general notes sheets for more information on the electrical.
2) The shop, pole shed, bathroom, shower, closet, and pole shed receptacles are 20-amp. The storage area receptacles are 15-amp.
3) All switch and receptacle boxes shall be mounted 48 inches from the top of the box to the floor.
4) Replace RV receptacle with a 20-amp GFCI receptacle, box, and circuit breaker. See sheet 2 for location.
5) Replace 200-amp main circuit breaker on power pole for the work center. See sheet 2 for location.
A
B
Receptacles in drawing are not to scale.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/5 /21
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\D
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PL
AN
V
IE
W
F1
.D W
G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
ELECTRICAL PLAN
03/16/2021
J.WATKINS
J.WATKINS
X.XXX
E-02 21 26
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A. General Electrical Notes
General: Unless expressly indicated otherwise, all work shown on the electrical drawings is new work to be provided under this contract.
Demolition: See "general electrical demolition notes" sheet e.001 for demolition requirements.
Coordination: Coordinate and cooperate with all trades on the project.
Record Drawings: Secure an extra set of electrical drawings to be kept on-site and mark, daily, the drawings in red as the project progresses to keep an accurate record of all deviations between the work shown on the drawings and the work installed. These marked drawings shall reflect all changes and revisions to the original design in the completed work.
Deliver the marked drawings to the Engineer at project close-out.
Tests: Test all wiring for continuity and grounds before connecting any fixtures or devices. Perform insulation resistance tests on all wiring #8 or larger to ensure that all portions are free from short-circuits and grounds.
Inspections: Arrange all necessary inspections. Deliver all required inspection certificates to the owner.
Grounding: Provide grounding per National Electrical Code (N.E.C.) for the electrical system, including equipment frames conduits, switches, controllers, wire-ways, neutral conductors, and other Equipment. Provide a grounding conductor in all power circuits.
Labels: Provide labels for all panel boards, cabinets, safety switches, motor-disconnect switches, and motor controllers. Labels shall be machine engraved, laminated plastic, permanently attached with self-tapping screws or rivets. Do not use self-adhesive labels.
Motor Disconnects: All motors shall have disconnecting means.
Lighting Arrangement: Arrange lighting fixtures per the plans.
Material Coordination: Verify ceiling and wall construction and material before ordering light fixtures or other devices to ensure proper fixtures or device meets the requirements.
Mounting Heights: Mounting heights indicated are from the finished floor to the top of the wiring device unless otherwise noted. Mounting heights of lighting fixtures are to the bottom of the fixture or device unless otherwise noted.
Device Coordination: Thoroughly review and coordinate all casework, door swings, and elevations with device locations before rough-in of outlet boxes.
B. General Electrical Demolition Notes
General: Demolition is based on the field investigation. Visit the existing building before bid to become familiar with the current conditions and to avoid conflicts.
Existing Circuits: Existing circuits shall be removed.
Existing Conduit: Existing conduit shall be removed.
Repair damage: Exercise care in the removal of demolition items. Repair, at no additional cost to the owner, any damage caused to existing construction and equipment to remain.
Demolished Materials: All materials removed under demolition shall become the property of the contractor and shall remove from the site.
Notification: Notify the owner before turning off any circuits.
C. Electrical Specifications
1. Electrical drawings are diagrammatic. They are intended to show the approximate locations of equipment and conduit. Dimensions given on the plans, in figures, shall take precedence over scaled dimensions and shall be verified in the field. The electrical contractor shall layout all equipment rooms to ensure the equipment, as purchased, fits in the room or space shown and has all clearances required by the N.E.C. Exact location of all equipment shall be verified in the field, and routing of conduits shall suit the field conditions.
2. The electrical drawings and specifications are intended to supplement each other. Material and labor necessary to the project shall be furnished and installed even though not explicitly mentioned in both. Labor and materials neither shown nor specified, but essential for the completion and proper functioning of the system shall be furnished and installed by the electrical contractor.
3. Arrange all equipment substantially as shown on the drawings. Make deviations only where necessary to avoid interference. Check all equipment sizes against available space before shipment to prevent interference.
4. Examine the work of other trades insofar as their work comes in contact with or is covered by this work. In no case attach to, or finish against any defective work or install work in a manner which will prevent proper installation of the work of other trades.
5. These drawings intend to be a complete electrical job; any errors or omissions shall be brought to the Engineer's attention before bidding the job.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/4 /21
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PL
AN
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IE
W
F1
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G;
(R08)
SOUTHERN REGION
WORK CENTER
BUILDING FLOOD
REPAIRS
NATIONAL FORESTS IN
MISSISSIPPI
DELTA RANGER DISTRICT
ELECTRICAL PLAN
03/16/2021
J.WATKINS
J.WATKINS
X.XXX
E-03 22 26
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