2608-OC_Security_Wall-Arch-For_Permit_(26.08.18).pdf
PDF 429 KB Posted
- Attached to
- Courthouse Annex Security Wall
- Solicitation number
- ITB FM 02-27
- Issued by
- Okaloosa County, Florida
About this file
This is an architectural drawing document for the Okaloosa County Board of County Commissioners in Florida detailing the design specifications for a security wall construction project at the Courthouse Annex. The document provides engineered drawings and architectural plans that serve as the basis for the construction contract solicitation. The project involves the construction of a security wall to be built according to the approved engineered drawings included in the procurement package. No specific information regarding response dates, due dates, site visits, bidder meetings, award dates, or contract term is contained within this architectural drawing file.
The document does not contain pricing terms, set-asides, incumbent contractor information, funding amounts, or other financial details. This file functions as the technical specification document that establishes the scope of work and design requirements that bidders must follow to submit responsive proposals for the security wall construction project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Courthouse_Annex_Security_Wall.pdf | ||
| FWBCH_Annex_Wall.pdf | ||
| Specs_and_Keynotes.png | PNG image | |
| 2608-OC_Security_Wall-Struc-For_Permit_(26.08.18).pdf | ||
| 2608-OC_Security_Wall-Elec-For_Permit_(26.08.18).pdf | ||
| DraftAgreement_02-27.docx | DOCX document |
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Text version
A 1.
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OVERALL FLOOR PLAN
SCALE: 1/16" = 1'-0"1
8' 0 8' 16'4'
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4" THK, 3000psi
NEW CONCRETE SIDEWALK
6'-0"
6'-0"
8' -0
EXISTING COURTHOUSE
EXISTING SALLY PORT
EXISTING ACCESS ROAD
EXISTING PARKING LOT
EXISTING STORM WATER
FLUSH JOINTS;
NEW CMU WALL w/
SEE STRUCTURAL DETAILS
24' SLIDING ALUMINUM GATE
INCLUDED IN CONTRACT
SELECTED BY OWNER
TREE TO BE REMOVED
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text llc
AutoCAD SHX Text these plans and the ideas and concepts contained herein including digital information are the property of jdf architecture and are not to be reproduced, copied, modified, or changed in any form or manner without the express written permission and consent of jdf architecture. copyright c 2026
AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548
AutoCAD SHX Text
850.496.2166 | www.jdfarchitecture.com | AA26002502
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A 1.
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ENLARGED FLOOR PLAN
SCALE: 1/8" = 1'-0"1
4' 0 4' 8'2'
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W al l
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WALL DETAIL
SCALE: 3/4" = 1'-0"3
WALL DETAIL
SCALE: 3/4" = 1'-0"4
WALL DETAIL
SCALE: 3/4" = 1'-0"5
WALL SECTION
SCALE: 3/4" = 1'-0"2
M
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21'-9" 24'-0" 34'-0"
6'
-2 1 2"
3'-0"
8' -0
9'-0"34'-51 4"4'-0"
4' -0
6'
-0
EXIST'G
TREE TO BE REMOVED
EXISTING PARKING LOT
TO REMAIN
EXISTING COURTHOUSE
EXISTING SALLY PORT
4" THK, 3000psi, MATCH EXISTING
EXTERIOR SIDE
OF WALL
INTERIOR SIDE
OF WALL
ELASTOMERIC
MASONRY PAINT
CEMENT PLASTER
FLUSH JOINTS;
NEW CMU WALL w/
BROWN COAT
FINISH COAT OF
STUCCO SYSTEM
LIQUID BONDING AGENT
SLOPE
SEE STRUCTURAL DETAILS
SIKALIQUID WELD, OR EQUAL
1' -4
1'
-0
9' -0
5'-0"
APPROX. GRADE
EXTERIOR GRADE
STUCCO EDGE TRIM
STUCCO EDGE TRIM
FILLED w/ CONCRETE 6"x6' STEEL PIPE BOLLARD
4'-0" 2'-10"
2' -6
"1 '-8
3' EXPOSED
GATE CONTROLLER BOX
24' SLIDING ALUMINUM GATE
EXISTING STORM DRAIN
FILLED w/ CONCRETE 6"x6' STEEL PIPE BOLLARD
3' EXPOSED
FLUSH JOINTS;
NEW CMU WALL w/
SEE STRUCTURAL DETAILS
3070 GALVANIZED HOLLOW
METAL DOOR & FRAME,
w/ ACCESS CONTROL, CLOSER, PRIME & PAINT
NEW CONCRETE SIDEWALK
SIDEWALK ELEVATION
4" THK, 3000psi
NEW CONCRETE SIDEWALK
A1.21
11 2" 8"
3' -4
6'
-2
/2
3'-0"
FLUSH JOINTS;
NEW CMU WALL w/
SEE STRUCTURAL DETAILS
DOOR DETAIL
SCALE: 3/4" = 1'-0"6
3'-0"
7' -0
VISION
LITE
FILLED w/ CONCRETE 6"x6' STEEL PIPE BOLLARD
3' EXPOSED
2' -0
1'-4"
FLUSH JOINTS;
NEW CMU WALL w/
SEE STRUCTURAL DETAILS
SECTION OF CURBING TO BE REMOVED
NEW CMU PIER
SEE STRUCTURAL DETAILS
24' SLIDING ALUMINUM GATE
PROVIDED BY OWNER
TO ALLOW NEW CMU WALL; REPAIR
CURBING SO IT ABUTS NEW WALL
EXPANSION JOINT
24' SLIDING ALUMINUM GATE
FLUSH JOINTS;
NEW CMU WALL w/
SEE STRUCTURAL DETAILS
EXPANSION JOINT
2"
EXISTING CMU WALL
4" THK, 3000psi
NEW CONCRETE SIDEWALK O
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EXISTING CMU WALL
PARTIAL WEST ELEVATION
SCALE: 1/8" = 1'-0"7 PARTIAL NORTH ELEVATION
SCALE: 1/8" = 1'-0"8
24' SLIDING ALUMINUM GATE
FILLED w/ CONCRETE 6"x6' STEEL PIPE BOLLARD
3' EXPOSED
GATE CONTROLLER BOX
FLUSH JOINTS;
NEW CMU WALL w/
SEE STRUCTURAL DETAILS
EXISTING CMU WALL
3' -0
9'
-0
FLUSH JOINTS;
NEW CMU WALL w/
SEE STRUCTURAL DETAILS
4" THK, 3000psi
NEW CONCRETE SIDEWALK
3070 GALVANIZED HOLLOW
METAL DOOR & FRAME,
w/ ACCESS CONTROL, CLOSER, PRIME & PAINT
EXISTING COURTHOUSE
9' -0
2"
FASTEN TO WALL AND SEAL
4" PRE-FIN ALUM. TRIM
ALL OVERLAP JOINTS
INCLUDED IN CONTRACT
SELECTED BY OWNER
INCLUDED IN CONTRACT
SELECTED BY OWNER
INCLUDED IN CONTRACT
SELECTED BY OWNER
AutoCAD SHX Text llc
AutoCAD SHX Text these plans and the ideas and concepts contained herein including digital information are the property of jdf architecture and are not to be reproduced, copied, modified, or changed in any form or manner without the express written permission and consent of jdf architecture. copyright c 2026
AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548
AutoCAD SHX Text
850.496.2166 | www.jdfarchitecture.com | AA26002502
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| Sheets and Views |
| A1.11 OVERALL FLOOR PLAN |
| 2026-08-18T15:15:20-0500 | |
| Jason Floyd |
| 2026-08-18T15:15:34-0500 | |
| Jason Floyd |
File details come from the government source that posted it. Updated .