467063 Foundation Repair.pdf
PDF 7 MB Posted
- Solicitation number
- 23IFB9157
- Issued by
- Pennington County, South Dakota
About this file
This document contains construction plans and specifications related to a foundation repair project for the Russell House #2 located at West Camp Rapid, South Dakota. The project is managed by the South Dakota Department of the Military. The scope of work includes excavating to the bottom of the foundation wall, sandwiching the existing rock foundation with a minimum 1/4-inch plate secured by bolts, reinforcing the stone foundation with concrete/mortar, and grading/backfilling topsoil to create positive drainage away from the house. The pre-bid meeting is scheduled for September 20, 2023 at 1:00 PM MT, and sealed bids are due by 2:00 PM MT on September 26, 2023. The contract will be awarded by the South Dakota Department of the Military, which reserves the right to reject any or all bids.
The bid documents require a 5% bid bond for bids over $100,000, and the contract will be funded by the State of South Dakota. The construction plans provide details on the foundation repair methods, including replacing cut floor beams, adding support columns, and the sandwich detail for reinforcing the stone foundation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Invitation to Bid.docx | DOCX document | |
| Invitation to Builders Exchange .pdf | ||
| Addendum 1 document.pdf | ||
| 467063 Project Manual.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
COVER SHEET, NOTES & GENERAL INFORMATION
G-101--------------------------------COVER SHEET
A-001--------------------------------FOUNDATION PLAN
A-002--------------------------------MAIN FLOOR PLAN
A-101--------------------------------WEST ELEVATION & DETAILS
A-102--------------------------------EAST ELEVATION & DETAILS
A-201--------------------------------DETAILS
A-202--------------------------------DETAILS
REVISIONS
ZONE LTR DATE APPROVED
SHEET INDEX
SHEET No:
SOUTH DAKOTA
DEPARTMENT OF THE MILITARY
FOUNDATION REPAIR ON RUSSELL HOUSE #2
WEST CAMP RAPID
CFMO# 467063
RAPID CITY, SD
AUGUST 2023
TE
OF SOUTH DAKOTAATS
RG
TAE LAES9881
U
REDN
DOG
ELURELPOET PEH
DATE:
SUBMITTAL:
DE
PA
RT
MENT OF THE MIL ITARY
S T A T E O F S O U T H D A K O
T A
DEPARTM
ENT
OF
TH
E M
ILITARY
S T A T
E O
F
S
U T
H
D A
K
O
TA
100%
AUGUST 2023
G-101
PROJECT
SITE
SHEET No:
DATE:
SUBMITTAL:
100%
AUGUST 2023
A-001SCALE: 14":1
DEPARTM
ENT
OF
TH
E M
ILITARY
S T A T
E
U
K
O
TA
CURRENTLY ABLE TO SEE DAYLIGHT
THROUGH THE FOUNDATION.
TEMPORARY BRICK INSTALLED AS
A FILLER
'-6
5' -1
1'-9 1 16"
31'-4"
7'-6"
8'-1"
2' -9
9'
-2 15 16
BEING REMOVED BY SDNG
DIMENSION BETWEEN
MAIN SUPPORT BEAMS
NOT VERIFIED
SEE IMAGE ON A-202
SEE IMAGE
ON A-202
EXTERIOR FOUNDATION PATCHED
INTERIOR TO BE ADDRESSED
EXTERIOR FOUNDATION PATCHED
WITH HEAVY CRACKING
INTERIOR TO BE ADDRESSED
PLAN NOTES:
1. FOUNDATION DEPTH UNKNOWN
2. INTERIOR/EXTERIOR ROCK PRESENT WITHOUT GROUT BETWEEN ROCK FOR SUPPORT
3. EXCAVATE TO THE BOTTOM OF FOUNDATION WALL TO SUPPORT FOUNDATION FIX
4. SANDWICH EXISTING ROCK FOUNDATION WITH 14" (MIN.) PLATE BY BOLTS THROUGH THE
ROCK FOUNDATION.
5. REINFORCE STONE FOUNDATION WITH CONCRETE/MORTAR ON ALL SIDE
6. CONTRACTOR SHALL GRADE AND BACKFILL TOPSOIL TO ACHIEVE POSITIVE SLOPE AWAY
FROM THE HOUSE
UP
MAIN FLOOR
SUPPORT
BEAM (TYP.)
CRAWL SPACE
ACCESS DOOR
EXISTING ACCESS HOLE. REMOVE
WOOD. DRILL HOLES IN EXISTING
FOUNDATION WALLS (ALL SIDES).
EPOXY IN REBAR. INSTALL #4
REBAR TO FILL IN EXISTING HOLE
WITH CONCRETE.
SANDWICH SUPPORT
SEE A-202
CONCRETE/MORTAR WITH
REBAR OR MESH FOR
INTERIOR AND EXTERIOR
SUBMITTAL:
100%
AUGUST 2023
A-002SCALE: 14":1
DEPARTM
ENT
OF
TH
E M
ILITARY
S T A T
E
U
K
O
TA
LIVING ROOM
10124
'-6
32'-10"
HALLWAY
BEDROOM
KITCHEN
BATHROOM
SUBMITTAL:
100%
AUGUST 2023
A-101SCALE: 14":1'
DEPARTM
ENT
OF
TH
E M
ILITARY
S T A T
E
U
K
O
TA
CONTRACTOR SHALL REMOVE
ALL LOOSE OR DETERIATED
GROUT, RESET STONE, AND
GROUT CHIMNEY
REFERENCE DETAIL ON A-202
CONTRACTOR SHALL
REMOVE AND REGROUT
TRANSITION ON
CHIMNEY
CHIMNEY DETAIL
SUBMITTAL:
100%
AUGUST 2023
A-102SCALE: 14":1'
DEPARTM
ENT
OF
TH
E M
ILITARY
S T A T
E
U
K
O
TA
2' -2
4' -0
STAIR ACCESS
POINT TO CRAWL
SPACE
PLATE LOCATION DETAILS
(TYP. EACH ELEVATION)
TOP OF FOUNDATION WALL
BOTTOM OF FOUNDATION WALL
SUBMITTAL:
100%
AUGUST 2023
A-201
DEPARTM
ENT
OF
TH
E M
ILITARY
S T A T
E
U
K
O
TA
SOUTH ELEVATIONNORTH ELEVATION
WEST ELEVATION EAST ELEVATION
SUBMITTAL:
100%
AUGUST 2023
A-202
DEPARTM
ENT
OF
TH
E M
ILITARY
S T A T
E
U
K
O
TA
SUPPORT DETAILS
REPLACE CUT FLOOR BEAM OR ADD MATCHING
WOOD BOARD TO THE STRUCTURAL SUPPORT
MEMBERS 1'-0" PAST BOTH SIDES OF THE OPENING
AND ON EACH SIDE OF THE CUT BEAM TO
RESTORE STRUCTURAL INTEGRITY. FASTEN
WITH STRUCTURAL WOOD BOLTS (MIN OF 2 - 38" DIA.)
ON EACH SIDE OF THE OPENING.
ON BOTH LEFT AND RIGHT SIDE OF TEMPORARY
BRICKS. ADD 4X4 COLUMN TO STRUCTURALLY
SUPPORT THE MAIN FLOOR SUPPORT BEAM.
12" X 3'-0" DEEP CONCRETE FOOTING. REMOVE
WEDGE BOARD AND TEMPORARY BRICK SUPPORT
SANDWICH DETAIL
4" x 4" x 4" PLATE WITH
OVERSIZED WASHER
AND NUT. PRIME &
EPOXY PAINT STEEL
PLATE
2" BOLT
6"
6"
3" MIN.
4" x 4" WIRE MESH
CENTERED IN CONCRETE
AGGREGATE
CONCRETE
3000 PSI
TOP OF FOUNDATION WALL
BOTTOM OF FOUNDATION WALL
File details come from the government source that posted it. Updated .