KC Courthouse Railing Base Repairs - Bid Set - 03.25.2024.pdf
PDF 16 MB Posted
- Solicitation number
- 2412
- Issued by
- Kenosha County, Wisconsin
About this file
Kenosha County Courthouse Railing Base Restoration - Bid Set Summary
This bid set is a construction documentation package for the Kenosha County Courthouse campus located at 912 56th Street, Kenosha, Wisconsin 53140. The project involves the restoration of metal railings at the courthouse and the adjacent Molinaro Building. The scope includes repair and replacement of deteriorated railing bases, specifically involving the removal and replacement of corroded steel posts with new 1-1/2" x 0.065" HSS stainless steel square tube (316 grade) posts, welding of bottom rails, concrete demolition and cementitious grouting at post embedments, and repainting of affected railing components. The project encompasses multiple entry points at both buildings, including north, east, and west elevations of the courthouse and north and south elevations of the Molinaro Building. The contractor must maintain building access throughout construction, coordinate with the owner and facilities department on a project schedule submitted prior to award, and produce as-built drawings with each pay request.
The general contractor holds responsibility for all permits, inspections, temporary construction methods, protection of building systems and personnel, maintenance of egress and building operations, verification of existing conditions, and coordination of any affected electrical, mechanical, and plumbing services. Work must comply with all applicable local codes and safety regulations. The contractor is required to submit written approval for protection methods and equipment prior to commencing work. The detailed specifications appear on sheets A105, A106, and A107, which are referenced in the bid set but not fully legible in the provided documentation. No pricing information, contract terms, award timeline, or specific quantity breakdowns are included in this cover and detail sheets package.
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Other files
| File | Type | Posted |
|---|---|---|
| 2412 Addendum 1.pdf | ||
| Vendor Responsibility Form Construction.pdf | ||
| 2412 Bid Documents.pdf |
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Text version
GENERAL PLAN NOTES
1. NEW CONSTRUCTION IN BOLD.
2. DIMENSIONS ARE TO FACE OF MASONRY, CMU OR CONCRETE, OR GYP PARTITION.
3. PATCH AND PREPARE EXPOSED SURFACES TO RECEIVE NEW FINISHES OVER ALL METAL RAILING ASSEMBLIES.
4. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO WORK.
5. VERIFY EXISTING CONDITIONS AND FINISHES PRIOR TO ALL WORK.
6. SCOPE IS NOT LIMITED TO AREAS OUTLINED. EXTERIOR SCOPE AND CONTINUED DETERIORATION MAY REQUIRE ADDITIONAL SCOPE. VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK.
7. INSPECTIONS AS REQUIRED BY LOCAL AUTHORITIES SHALL BE COORDINATED BY GENERAL CONTRACTOR.
8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. ALL PERMITS ARE BY THE CONTRACTOR.
9. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF, AND COORDINATION WITH, ALL DIMENSIONS SHOWN ON THESE DRAWINGS RELATIVE TO EXISTING CONDITIONS PRIOR TO BEGINNING WORK.
10. THE CONTRACTOR SHALL PROVIDE ALL METHODS AND EQUIPMENT FOR PROTECTING THE BUILDING, ALL MATERIALS, AND PERSONNEL FROM FIRE OR OTHER DAMAGE PRIOR TO STARTING. THE CONTRACTOR SHALL SUBMIT TO APPROVED METHODS AND EQUIPMENT IN WRITING FOR THE OWNER AND ARCHITECT'S REVIEW PRIOR TO STARTING WORK.
11. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY AND HEALTH LAWS AND REGULATIONS.
12. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SHEATHING, REQUIRED FOR THE SAFETY AND PROPER EXECUTION OF THE WORK. MAINTAIN EGRESS AT DESIGNATED ENTRANCE POINTS.
COORDINATE ALL TEMPORARY CLOSURES OF CODE-REQUIRED EGRESS WITH OWNER, ARCHITECT, AND FIRE DEPARTMENT IF NECESSARY AND BUILDING ACCESS THROUGHOUT THE COURSE OF THE ENTIRE
CONSTRUCTION SCHEDULE.
13. EXECUTION OF THE WORK WILL INVOLVE CONSIDERATION FOR ALLOWING THE OWNER TO CONTINUE THE OPERATION OF THE PREMISES AND ADJACENT FACILITIES. PRIOR TO AWARD OF THE CONTRACT, A CONSTRUCTION SCHEDULE PREPARED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT AND SHALL BE COORDINATED WITH THE FACILITIES DEPARTMENT. OWNER'S APPROVAL OF THE PROPOSED SCHEDULE SHALL SUPERCEDE THE CONTRACT, PROVIDED THE OVERALL TIME IS NOT CHANGED.
14. THE CONTRACTOR SHALL REVIEW ALL EXISTING CONDITIONS TO DETERMINE ALL SERVICES (ELECTRICAL, MECHANICAL, PLUMBING, ETC.) AFFECTED BY THE REPAIR WORK. THE CONTRACTOR SHALL MAKE NECESSARY TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SERVICES TO ALL AREAS OF THE BUILDING DIRECTLY AND INDIRECTLY AFFECTED BY THE WORK. THE CONTRACTOR SHALL SUBMIT METHODS
AND SCHEDULE OF CONNECTIONS TO THE OWNER FOR APPROVAL PRIOR TO BEGINNING WORK.
15. AS THE WORK PROGRESSES, THE CONTRACTOR SHALL PRODUCE "AS-BUILT" DRAWINGS FOR THE INSTALLATION OF ALL REPAIR ITEMS UNDER THE CONTRACT. THE ARCHITECT WILL PROVIDE THE GENERAL CONTRACTOR WITH A SET OF REPRODUCIBLE PLANS FOR THIS PURPOSE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE AS-BUILT DRAWINGS ACCORDING TO THE JOB PROGRESS. EACH PAY REQUEST SUBMITTED BY THE CONTRACTOR SHALL BE ACCOMPANIED BY A COPY OF THE UPDATED AS-BUILT DRAWINGS.
ABBREVIATIONS
ACM
ACT
AFF
ALUM
ANOD
AWP
BSMT
BYND
BOT
CJ
CLF
CLG
CLR
CMU
COL
COMPR
CONC
CPT
CT
DBL
DEMO
DIA
DIM
DIMS
DN
DR
DWG
EA
EJ
EL
ELEC
ELEV
EPDM
EQ
EXIST
EXP JT
EXT
FCS
FD
FEC
FIXT
FLR
FND
FRO
GA
GALV
GWB
GYP
HC
HDWD
HM
HP
HR
ALUMINUM COMPOSITE MATERIAL
ACOUSTIC CEILING TILE
ABOVE FINISHED FLOOR
ALUMINUM
ANODIZED
ACOUSTIC WALL PANEL
BASEMENT
BEYOND
BOTTOM
CONTROL JOINT
CLEAR FINISH
CEILING
CLEAR
CONCRETE MASONRY UNIT
COLUMN
COMPRESSIBLE
CONCRETE
CARPET
CERAMIC TILE
DOUBLE
DEMOLISH OR DEMOLITION
DIAMETER
DIMENSION
DIMENSIONS
DOWN
DOOR
DRAWING
EACH
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATOR OR ELEVATION
ETHYLENE PROPYLENE DIENE M-CLASS (ROOFING)
EQUAL
EXISTING
EXPANSION JOINT
EXTERIOR
FAMILY CONSUMER SCIENCE
FLOOR DRAIN OR FIRE DEPARTMENT
FIRE EXTINGUISHER CABINET
FIXTURE
FLOOR
FOUNDATION
FOR REFERENCE ONLY
GAUGE
GALVANIZED
GYPSUM WALL BOARD
GYPSUM WALL BOARD
HOLLOW CORE
HARDWOOD
HOLLOW METAL
HIGH POINT
HOUR
HVAC
IRGWB
INSUL
INT
LAV
LO
MAX
MO
MECH
MEMBR
MIN
MRGWB
MTL
NIC
NO
NOM
OC
OFCI
OH
OPP
OZ
PCC
PLUMB
PLYD
PT
PNT
PVC
RBR
RCP
RD
REQD
RM
RO
SIM
SPEC
SPK
SRO
SSTL
STC
STL
STRUCT
T&G
TELE
TLT
TO
TOC
TOS
TPD
T/D
TYP
UNO
U/S
VIF
VP
W/
WD
HEATING, VENTILATING, AND AIR CONDITIONING
IMPACT-RESISTANT GYPSUM BOARD
INSULATED OR INSULATION
INTERIOR
LAVATORY
LOW
MAXIMUM
MASONRY OPENING
MECHANICAL
MEMBRANE
MINIMUM
MOISTURE-RESISTANT GYPSUM WALL BOARD
METAL
NOT IN CONTRACT
NUMBER
NOMINAL
ON CENTER
OWNER FURNISHED CONTRACTOR INSTALLED
OVERHANG OR OPPOSITE HAND
OPPOSITE OR OPPOSITE HAND
OUNCE
PRE-CAST CONCRETE
PLUMBING
PLYWOOD
PRESSURE TREATED
PAINT OR PAINTED
POLYVINYL CHLORIDE
RUBBER
REFLECTED CEILING PLAN
ROOF DRAIN
REQUIRED
ROOM
ROUGH OPENING
SIMILAR
SPECIFIED OR SPECIFICATION
SPRINKLER OR SPEAKER
SCHOOL RESOURCE OFFICER
STAINLESS STEEL
SOUND TRANSMISSION COEFFICIENT
STEEL
STRUCTURE OR STRUCTURAL
TONGUE & GROOVE
TELEPHONE
TOILET
TOP OF
TOP OF CONCRETE
TOP OF STEEL
TOILET PAPER DISPENSER
TELEPHONE/DATA
TYPICAL
UNLESS NOTED OTHERWISE
UNDERSIDE
VERIFY IN FIELD
VISION PANEL
WITH
WOOD
Number Sheet
Scale
Number
Type
Issued
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Set
Date
Graphic
No.
Revisions:
Date: Description:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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KC NO. 2412
BID SET
03/25/2024
C O
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S H
EE
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COURTHOUSE RAILING BASE RESTORATION
KENOSHA COUNTY COURTHOUSE
KENOSHA COUNTY
912 56TH STREET, KENOSHA, WI 53140
KC NO. 2412
SHEET INDEX
G000 COVER SHEET
A101 COURT HOUSE BUILDING SITE PLAN
A102 ENLARGED COURTHOUSE RAILING
ELEVATONS AND SECTIONS
A103 ENLARGED MOLINARO BUILDING RAILING
ELEV. & SECTIONS
A104 RAILING REPAIR DETAILS
A105 GUIDELINE SPECIFICATION
A106 GUIDELINE SPECIFICATION
A107 GUIDELINE SPECIFICATION
SCALE: 1" = 20'-0"G000
1 STATE LOCATION PLAN
SCALE: 1" = 20'-0"G000
2 STREET LOCATION PLAN
SCALE: 1" = 30'-0"G000
KENOSHA COUNTY COURTHOUSE
CAMPUS PLAN
N
N
A101
A101
A101
A101
A101
Number Sheet
Scale
Number
Type
Issued
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Set
Date
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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KC NO. 2412
BID SET
03/25/2024
C O
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B
U
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D
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G S
IT
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PL
AN
N
SCALE: 1/16" = 1'-0"A101
ROOF/SITE PLAN - KENOSHA JOINT
SERVICES BUILDING AND COUNTY
COURTHOUSE
SCALE: 12" = 1'-0"A101
REPRESENTATIVE VIEW MOLINARO
BUILDING - NORTH ELEVATION ENTRY
SCALE: 12" = 1'-0"A101
REPRESENTATIVE VIEW MOLINARO
BUILDING - SOUTH ELEVATION ENTRY
SCALE: 12" = 1'-0"A101
REPRESENTATIVE VIEW COURTHOUSE
BUILDING - NORTH ELEVATION ENTRY
SCALE: 12" = 1'-0"A101
REPRESENTATIVE VIEW COURTHOUSE
BUILDING - EAST ELEVAITON ENTRY
SCALE: 12" = 1'-0"A101
REPRESENTATIVE VIEW COURTHOUSE
BUILDING - WEST ELEVATION ENTRY
KENOSHA COUNTY
COURTHOUSE
MOLINARO
BUILDING
8' - 2 247/256"
5' - 9 29/64"
3' - 7 1/2"
3'
6"
11' - 8 67/128"
3'
/1
3'
9/
6"
12' - 6 33/64"
Number Sheet
Scale
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Type
Issued
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Date
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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KC NO. 2412
BID SET
03/25/2024
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SCALE: 1/2" = 1'-0"A102
1 ENLARGED NORTH ENTRY ELEVATION
SCALE: 3/4" = 1'-0"A102
2 NORTH ENTRY STAIR SECTION
SCALE: 1/2" = 1'-0"A102
3 ENLARGED EAST ENTRY ELEVATION
SCALE: 3/4" = 1'-0"A102
EAST ENTRY - NORTH STAIR SECTION
(SOUTH STAIR SIMILAR)
SCALE: 3/4" = 1'-0"A102
EAST ENTRY CENTER STAIR ELEVATION
(WEST SIMILAR)
SEE DETAIL 2/A102
SEE DETAIL 4/A102
SEE DETAIL 5/A102
13' - 11 1/2"
3'
7/
6"
9' - 2 3/64"
3'
5/
6"
Number Sheet
Scale
Number
Type
Issued
DFD
Set
Date
Graphic
Revisions:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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KC NO. 2412
BID SET
03/25/2024
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SCALE: 1/2" = 1'-0"A103
ENLARGED SOUTH ENTRY ELEVATION -
MOLINARO BUILDING
SCALE: 1" = 1'-0"A103
SOUTH ENTRY STAIR ELEVATION -
MOLINARO BUILDING (NORTH
ELEVATION SIMILAR)
SCALE: 1/2" = 1'-0"A103
ENLARGED NORTH ENTRY ELEVATION -
MOLINARO BUILDING
SCALE: 1" = 1'-0"A103
NORTH ENTRY STAIR ELEVATION -
MOLINARO BUILDING (SOUTH
ELEVATION SIMILAR)
SEE DETAIL 2/A103
SEE DETAIL 4/A103
13' - 11 1/2"
3'
7/
6"
9' - 2 3/64"
3'
5/
6"
Number Sheet
Scale
Number
Type
Issued
DFD
Set
Date
Graphic
Revisions:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
As indicated
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KC NO. 2412
BID SET
03/22/2024
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SCALE: 1/2" = 1'-0"A103
ENLARGED SOUTH ENTRY ELEVATION -
MOLINARO BUILDING
SCALE: 1" = 1'-0"A103
SOUTH ENTRY STAIR ELEVATION -
MOLINARO BUILDING (NORTH
ELEVATION SIMILAR)
SCALE: 1/2" = 1'-0"A103
ENLARGED NORTH ENTRY ELEVATION -
MOLINARO BUILDING
SCALE: 1" = 1'-0"A103
NORTH ENTRY STAIR ELEVATION -
MOLINARO BUILDING (SOUTH
ELEVATION SIMILAR)
SEE DETAIL 2/A103
SEE DETAIL 4/A103
A105
A105
(M
IN
0'
1"
(M
IN
0'
1"
0' - 1" 0' - 1"
6" M
IN
0' - 1" 0' - 1"
MIN.
0' - 3"
Number Sheet
Scale
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Issued
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Revisions:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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A104
KC NO. 2412
BID SET
03/25/2024
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AI
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EXISTING CONCRETE SLAB TO REMAIN
CUT EXISTING RAILING POST TO ALLOW
FOR REMOVAL OF RAILING
DEMO EXISTING CONCRETE AT STEEL POST
EMBEDDMENT. MECHANICALLY CORE TO PROVIDE
UNIFORM MINIMUM 1" OF DEMOLITION BETWEEN POST
AND CONCRETE TO REMAIN.
PROTECT RAILING FINISH DURING DEMOLITION
ACTIVITIES
PREP AND CLEAN BOTTOM RAIL AND NEW POST
PRIOR TO WELDING
NEW STEEL POST. MATCH EXISTING LENGHT.
PREP, PRIME, AND PAINT PRIOR TO INSTALLATION
NEW SQUARE V BUTT WELDED CONNECTION
NEW CEMENTITOUS GROUT FILL
EXISTING CONCRETE
PAINT ENTIRE LENGHT OF BOTTOM RAIL AFFECTED
BY WELDING REPAIRS
NEW 1-1/2" X 0.065" HSS STAINLESS SQUARE TUBE 316 POST
SQUARE V BUTT WELD
PREP, PRIME, AND PAINT NEW STAINLESS
STEEL POST UPON COMPLETION OF
WELDING REPAIR
PREP, PRIME, AND PAINT BOTTOM STEEL
RAIL UPON COMPLETION OF WELDING
REPAIR
SCALE: 3" = 1'-0"A104
2 SILL DETAIL INTERIOR
SCALE: 6" = 1'-0"A104
3 SILL DETAIL INTERIOR
SCALE: 3" = 1'-0"A104
1 HANDRAIL REMOVAL DETAIL - TYP.
SCALE: 6" = 1'-0"A104
4 SILL DETAIL INTERIOR
NEW 1-1/2" X 0.065" HSS STAINLES SQUARE TUBE 316 POST
PREP, PRIME, AND PAINT NEW STEEL
POST UPON COMPLETION OF WELDING
REPAIR
NEW CEMENTITIOUS GROUT FILL. PROVIDE MINIMUM 1" DISTANCE BETWEEN
SIDE OF POST AND EXISTING CONCRETE.
EMBEDD NEW POST A MINIMUM OF 6 INCHES. SET TRUE AND PLUM TO GROUND
CONCRETE PLANE.
MAINTAIN MINIMUM 1" OF EXISTING STEEL POST.
REMOVE EXISTING METAL COATING PRIOR TO
WELDING.
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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KC NO. 2412
BID SET
03/25/2024
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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KC NO. 2412
BID SET
03/25/2024
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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KC NO. 2412
BID SET
03/25/2024
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| KC Railing Repairs 2023 - Sheet - G000 - COVER SHEET |
| Sheets |
| A101 - COURT HOUSE BUILDING SITE PLAN |
| A102 - ENLARGED COURTHOUSE RAILING ELEVATONS AND SECTIONS |
| A103 - ENLARGED MOLINARO BUILDING RAILING ELEV. & SECTIONS |
| A104 - RAILING REPAIR DETAILS |
| A105 - GUIDELINE SPECIFICATION |
| A106 - GUIDELINE SPECIFICATION |
| A107 - GUIDELINE SPECIFICATION |
| G000 - COVER SHEET |
| KC Railing Repairs 2023 - Sheet - A101 - COURT HOUSE BUILDING SITE PLAN |
| Sheets |
| A101 - COURT HOUSE BUILDING SITE PLAN |
| A102 - ENLARGED COURTHOUSE RAILING ELEVATONS AND SECTIONS |
| A103 - ENLARGED MOLINARO BUILDING RAILING ELEV. & SECTIONS |
| A104 - RAILING REPAIR DETAILS |
| A105 - GUIDELINE SPECIFICATION |
| A106 - GUIDELINE SPECIFICATION |
| A107 - GUIDELINE SPECIFICATION |
| G000 - COVER SHEET |
| KC Railing Repairs 2023 - Sheet - A102 - ENLARGED COURTHOUSE RAILING ELEVATONS AND SECTIONS |
| Sheets |
| A101 - COURT HOUSE BUILDING SITE PLAN |
| A102 - ENLARGED COURTHOUSE RAILING ELEVATONS AND SECTIONS |
| A103 - ENLARGED MOLINARO BUILDING RAILING ELEV. & SECTIONS |
| A104 - RAILING REPAIR DETAILS |
| A105 - GUIDELINE SPECIFICATION |
| A106 - GUIDELINE SPECIFICATION |
| A107 - GUIDELINE SPECIFICATION |
| G000 - COVER SHEET |
| KC Railing Repairs 2023 - Sheet - A103 - ENLARGED MOLINARO BUILDING RAILING ELEV- & SECTIONS |
| Sheets |
| A101 - COURT HOUSE BUILDING SITE PLAN |
| A102 - ENLARGED COURTHOUSE RAILING ELEVATONS AND SECTIONS |
| A103 - ENLARGED MOLINARO BUILDING RAILING ELEV. & SECTIONS |
| A104 - RAILING REPAIR DETAILS |
| A105 - GUIDELINE SPECIFICATION |
| A106 - GUIDELINE SPECIFICATION |
| A107 - GUIDELINE SPECIFICATION |
| G000 - COVER SHEET |
| KC Railing Repairs 2023 - Sheet - A103 - ENLARGED PRETRIAL BUILDING RAILING ELEVATIONS AND SECTIONS |
| Sheets |
| A103 - ENLARGED MOLINARO BUILDING RAILING ELEV. & SECTIONS |
| KC Railing Repairs 2023 - Sheet - A104 - RAILING REPAIR DETAILS |
| Sheets |
| A101 - COURT HOUSE BUILDING SITE PLAN |
| A102 - ENLARGED COURTHOUSE RAILING ELEVATONS AND SECTIONS |
| A103 - ENLARGED MOLINARO BUILDING RAILING ELEV. & SECTIONS |
| A104 - RAILING REPAIR DETAILS |
| A105 - GUIDELINE SPECIFICATION |
| A106 - GUIDELINE SPECIFICATION |
| A107 - GUIDELINE SPECIFICATION |
| G000 - COVER SHEET |
| KC Railing Repairs 2023 - Sheet - A105 - GUIDELINE SPECIFICATION |
| Sheets |
| A101 - COURT HOUSE BUILDING SITE PLAN |
| A102 - ENLARGED COURTHOUSE RAILING ELEVATONS AND SECTIONS |
| A103 - ENLARGED MOLINARO BUILDING RAILING ELEV. & SECTIONS |
| A104 - RAILING REPAIR DETAILS |
| A105 - GUIDELINE SPECIFICATION |
| A106 - GUIDELINE SPECIFICATION |
| A107 - GUIDELINE SPECIFICATION |
| G000 - COVER SHEET |
| KC Railing Repairs 2023 - Sheet - A106 - GUIDELINE SPECIFICATION |
| Sheets |
| A101 - COURT HOUSE BUILDING SITE PLAN |
| A102 - ENLARGED COURTHOUSE RAILING ELEVATONS AND SECTIONS |
| A103 - ENLARGED MOLINARO BUILDING RAILING ELEV. & SECTIONS |
| A104 - RAILING REPAIR DETAILS |
| A105 - GUIDELINE SPECIFICATION |
| A106 - GUIDELINE SPECIFICATION |
| A107 - GUIDELINE SPECIFICATION |
| G000 - COVER SHEET |
| KC Railing Repairs 2023 - Sheet - A107 - GUIDELINE SPECIFICATION |
| Sheets |
| A101 - COURT HOUSE BUILDING SITE PLAN |
| A102 - ENLARGED COURTHOUSE RAILING ELEVATONS AND SECTIONS |
| A103 - ENLARGED MOLINARO BUILDING RAILING ELEV. & SECTIONS |
| A104 - RAILING REPAIR DETAILS |
| A105 - GUIDELINE SPECIFICATION |
| A106 - GUIDELINE SPECIFICATION |
| A107 - GUIDELINE SPECIFICATION |
| G000 - COVER SHEET |
File details come from the government source that posted it. Updated .