Attachment_0003__Pictures_and_Drawings.pdf

2 MB Posted

Attached to
Structural Reinforcement and Porch Support Install
Solicitation number
140P5126Q0006
Issued by

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This document is a technical specification and construction detail sheet for building foundation and driveway repair work. The file includes photographic documentation of existing structural conditions and schematic drawings (SK1 and SK2) detailing proposed remediation work.

The project involves repair of a masonry building foundation with documented active distress cracking on the front facade adjacent to a porch, a gap at the rear corner wall cap requiring second-phase repair, and deterioration of the floor framing structure. The construction details specify installation of a new driveway pour with #4 rebar at 24-inch on-center spacing, retention of existing remaining driveway slab and brick wall components, and repair work to the existing masonry wall with cap at the grade line. SK2 provides detailed specifications for porch support reconstruction, including installation of 4x4 wood posts at maximum 4-foot on-center spacing, 2x10 pressure-treated wood beams connected with three 1/4-inch diameter by 4.5-inch long screws, and 10.75-inch by 10.75-inch concrete deck blocks for foundation support. All rebar specifications reference an accompanying engineering report for detailed requirements and placement specifications.

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Other files

File Type Posted
Sol_140P5126Q0006_Amd_0001.pdf PDF
Attachment_0004__WG_0001.pdf PDF
Attachment_0009__Structural_Engineers_Report_0001.pdf PDF
Attachment_0010__Questions_and_Answers_140P5126R0004_0001.docx DOCX document
Attachment_0001__Solicitation_Clause.pdf PDF
Attachment_0004__WG.pdf PDF
Attachment_0002__Statement_of_Work.pdf PDF
Attachment_0005__Price_Schedule.pdf PDF
Sol_140P5126Q0006.pdf PDF

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CMU WALL CAP

GAP AT REAR CORNER

TO BE REPAIRED IN

SECOND PHASE

ACTIVE DISTRESS

CRACKING

SK1

EXISTING REMAINING

DRIVEWAY SLAB

EXISTING BRICK WALL

EXISTING GRADE

EXISTING MASONRY

WALL WITH CAP

NEW DRIVEWAY POUR

#4 @ 24" O.C. - SEE REPORT

#4 @ 24" O.C. - SEE

REPORT

SK2

EXISTING REMAINING

DRIVEWAY SLAB

EXISTING BRICK WALL

EXISTING GRADE

NEW DRIVEWAY POUR

#4 @ 24" O.C. - SEE REPORT

EXISTING WOOD FLOOR

JOIST AT PORCH

2X10 PT WOOD BEAM

(EACH SIDE) -

CONNECT TO POST

WITH (3) 1/4" DIA. X 4

1/2" LONG SCREWS

4X4 WOOD POST @

4'-0" O.C. MAX.

10 3/4" x 10 3/4"

CONCRETE DECK BLOCK

EXISTING MASONRY

WALL WITH CAP

#4 @ 24" O.C. - SEE

REPORT

File details come from the government source that posted it. Updated .