2023-01 Courthouse Probate Vault Bid Set Drawings

Agency:	Rock County
State:	Wisconsin
Type of Government:	State & Local
Posted Date:	Feb 28, 2023
Due Date:	Mar 9, 2023
Solicitation No:	2023-01
Bid Source:	Please Login to View Page
Contact information:	Please Login to View Page
Bid Documents:	Please Login to View Page

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ROCK COUNTY

COURTHOUSE

ROCK COUNTY FACILITIES MGMT

COURTHOUSE PROBATE VAULT ALTERATION

ARCHITECT

Venture Architects

212 North 25th Street

Milwaukee, Wisconsin 53233

Phone: (414) 271-3359

Fax: (414) 271-0939

WISCONSIN MAP

ELECTRICAL

Harwood Engineering

255 North 21st Street

Milwaukee, Wisconsin 53233

Phone: (414) 475-5554

Fax: (414) 773-9299

MECHANICAL

Harwood Engineering

255 North 21st Street

Milwaukee, Wisconsin 53233

Phone: (414) 475-5554

Fax: (414) 773-9299

SITE MAP

PLUMBING / FIRE

PROTECTION

Harwood Engineering

255 North 21st Street

Milwaukee, Wisconsin 53233

Phone: (414) 475-5554

Fax: (414) 773-9299

Reference:

PLAN NORTH

KEY PLAN

ARCHITECTURAL

2 - G100 COVER SHEET / INDEX / LIFE SAFETY PLANS

2 - A100 DEMOLITION PLANS AND FLOOR PLANS

2 - A200 REFLECTED CEILING PLANS

2 - A300 INTERIOR ELEVATIONS

2 - A400 DETAILS

2 - A401 SCHEDULES

ELECTRICAL

2 - EL

2 - E100

2 - E200

2 - E201

ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES

LIGHTING AND ELECTRICAL PLAN

LIGHTING AND POWER SCHEDULE AND DETAILS

3RD FLOOR DATA AND TELECOM

MECHANICAL

2 - ML

2 - M000

2 - M100

2 - M500

2 - M600

MECHANICAL SYMBOLS, ABBREVIATIONS AND NOTES

MECHANICAL SPECIFCATIONS

THIRD FLOOR MECHANICAL PLAN

MECHANICAL DETAILS

MECHANICAL SCHEDULES

FIRE PROTECTION

2 - F100 THIRD FLOOR FIRE PROTECTION PLAN

SECURITY ELECTRONICS

2 - SE001 CABLE AND SYMBOL

2 - SE100 FLOOR LAYOUTS

1 THIRD FLOOR LIFE SAFETY PLAN / CODE

1/8" = 1'-0"

CODE REVIEW INFORMATION

CONSTRUCTION DOCUMENTS WERE PREPARED UTILIZING THE 2015 INTERNATIONAL EXISTING

BUILDING CODE (IEBC) FOR BUILDING DESIGN.

CHAPTER 3 – USE & OCCUPANCY CLASSIFICATION

GROUP A3 – ASSEMBLY

GROUP B – BUSINESS Condition 4 - Free Movement Restricted. Remote Control Release Provided.

THIRD FLOOR

ASSEMBLY

NON-JURIED COURTROOM - 670.57 SF/40

BUSINESS

OFFICE - 151.04 SF / 100

17 OCCUPANTS CALCULATED - 19 ACTUAL

2 OCCUPANTS

TOTAL OCCUPANT LOAD=

19 OCCUPANTS

CHAPTER 5 – BUILDING HEIGHTS AND AREAS - UNCHANGING

TABLE 504.4 AND 506.2

GROUP B - BUSINESS

TYPE IIB

SPRINKLERED

SECTION 504 ALTERATION - LEVEL 2

LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR

ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSTION OF ANY

SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT.

CHAPTER 6 – TYPES OF CONSTRUCTION

CONSTRUCTION TYPE IS IIB.

CHAPTER 9 – FIRE PROTECTION SYSTEMS

BUILDING IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM

CHAPTER 10 – MEANS OF EGRESS

1004 - OCCUPANT LOAD:

THIRD FLOOR:

Office / Business:

Courtrooms:

Total:

151 / 100 = 2

671 / 40 = 17

1005.3.2 Egress Width - Other Components

19 occupants x 0.2 = 3.8" egress width required, 108" provided

Revisions:

No. Date:

Description:

Graphic

Scale

Project

Number

210105.00

Set

Type

BID SET

Date

Issued

1/05/2023

2 - G100 Sheet

Number

EXISTING VAULT

1' - 11"

1 THIRD FLOOR DEMOLITION PLAN

1/4" = 1'-0"

4 7/8"

3 5/8" METAL STUDS @ 16" O.C. - PROVIDE

CONTINUOUS DEEP LEG DEFLECTION TRACK

AT UNDERSIDE OF ROOF DECK (MIN. 1-1/2"

DEFLECTION DISTANCE), PROVIDE BRIDGING

SUPPORT W/ IN 12" OF TOP OF STUD, AND

FILL GAP WITH SEALANT AT BOTH SIDES OF

WALL.

SOUND BATT INSULATION FROM

CONCRETE FLOOR TO STRUCTURE

ABOVE

(1)LAYER 5/8" GYPSUM WALL BOARD

EACH SIDE - FINISH PER

SPECIFICATIONS.

A6.1 WIDTH MAY VARY DEPENDING ON FIELD

VERIFICATION

3 A6 : INTERIOR WALL

1 1/2" = 1'-0"

5' - 6"

20'-10"

AV AND I.T.

RACKING

DAR SYSTEM

OFFICE

284.1

SHRED BIN

(NIC)

27" X 32"

FILE

CABINETS

(NIC)

9 SIM

2 - A400

9 SIM

2 - A400

3' - 7"

21 - A300

2' - 0"

4'-7"

3'-3"

6'-7"

21 - A300

12 - A300 NON-JURY

COURTROOM

284

9 2 - A300 7

9 SIM

2 - A400

2'-5"

A6.2

21 - A300

3' - 0"

5 Sim

2 - A300

284A

2 THIRD FLOOR PLAN

1/4" = 1'-0"

4 1/4"

3 5/8" METAL STUDS @ 16" O.C. - PROVIDE

CONTINUOUS DEEP LEG DEFLECTION TRACK

AT UNDERSIDE OF ROOF DECK (MIN. 1-1/2"

DEFLECTION DISTANCE), PROVIDE BRIDGING

SUPPORT W/ IN 12" OF TOP OF STUD, AND

FILL GAP WITH SEALANT AT BOTH SIDES OF

WALL.

(1)LAYER 5/8" GYPSUM WALL BOARD

ONE SIDE - FINISH PER

SPECIFICATIONS.

4 A6.2 : INTERIOR WALL

1 1/2" = 1'-0"

FLOOR PLAN KEYNOTES THIRD FLOOR

KEY

KEYNOTE DESCRIPTION

INFILL SIDE OF FRAME FOR NEW SPECIFIED DOOR AND FRAME.

ALIGN NEW GYPSUM WALLBOARD INFILL FRAMING WITH

ADJACENT EXISTING WALLS FOR FLUSH FINISHES CONDITION.

FOR FINISHES ON COURTROOM SIDE, SEE ROOM FINISH

SCHEDULE. ON CORRIDOR SIDE, MATCH ADJACENT WALL

FINISHES.

IF FIRE SUPPRESSION IS BELOW NEW CEILING, BOX AROUND IT.

REMOVE EXISTING DOOR, FRAME, AND CONCRETE FRAME

SURROUND.

REMOVE EXISTING CEILING.

REMOVE EXISTING PORTION OF WALL FOR SCHEDULED DOOR.

CUT AND SALVAGE PORTION OF STONE WAINSCOT.

GENERAL PLAN NOTES

1. DIMENSIONS ARE TO FINISHED FACE OF WALL.

2. ALL WALLS TO UNDERSIDE OF STRUCTURE UNLESS OTHERWISE

INDICATED.

3. DOOR JAMBS TO BE 4" FROM ADJACENT WALLS UNLESS

OTHERWISE INDICATED.

4. FOR ANY WORK IN EXISTING BUILDING, PATCH ALL DISTURBED

WALLS, FLOORS AND CEILINGS TO MATCH SURROUNDING

MATERIALS AND FINISHES.

5. FURNITURE SHOWN IN PLAN NOT IN CONTRACT.

6. FIELD VERIFY DIMENSIONS OF EXISTING WALLS.

GENERAL DEMOLITION NOTES

EXISTING WALLS TO REMAIN

ITEMS FOR DEMOLITION

CONSTRUCTION LIMITS

1. GENERAL CONTRACTOR SHALL PROTECT AREAS ADJACENT TO PROJECT

CONSTRUCTION. ANY AND ALL DAMAGE IS THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO MATCH

EXISTING.

2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INTERIM STORAGE

OF ALL EQUIPMENT AND FIXTURES SUCH AS: TOILET ROOM ACCESSORIES,

CORNER GUARDS, BUMPER GUARDS, FIRE EXTINGUISHERS, AND FIRE

EXTINGUISHER CABINETS. SAVE FOR POSSIBLE REUSE/RELOCATION.

3. ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION MAY

ALSO BE FOUND ON THE NEW CONSTRUCTION PLANS.

4. ALL EXISTING CONDITIONS SHALL BE REMOVED AS REQUIRED TO

ACCOMODATE PROPOSED CONSTRUCTION WHETHER OR NOT NOTED ON

DEMOLITION DRAWINGS.

5. FIELD VERIFY THAT PARTITIONS SCHEDULED FOR REMOVAL ARE NOT

STRUCTURAL AND CONTAIN NO LOAD BEARING ELEMENTS. IF ANY

CONFLICTS OCCUR, CONTACT THE ARCHITECT IMMEDIATELY.

6. SEE MECHANICAL, ELECTRICAL, PLUMBING & NEW CONSTRUCTION PLANS

FOR ADDITIONAL DEMOLITION, REMOVAL OR REFINISHING INFORMATION,

CUT OUT LOCATIONS, INFILL AND PATCHING OF FLOORS AND WALLS.

7. EXISTING FIXTURES AND EQUIPMENT THAT ARE REMOVED SHALL REMAIN

THE PROPERTY OF THE OWNER. IF SAID FIXTURES AND EQUIPMENT IS NOT

DESIRED BY OWNER, IT SHOULD BE DISPOSED.

8. DEMOLITION AROUND COLUMNS AND OF FIRE RATED ENCLOSURES NEED TO

BE VERIFIED BY THE ARCHITECT.

9. ALL DIMENSIONS GIVEN ON DEMOLITION DRAWING ARE TO BE FIELD

VERIFIED AND COORDINATED AGAINST NEW CONSTRUCTION PLANS.

10. REMOVE EXISTING FLOORING, ADHESIVE & BASE THROUGHOUT

CONSTRUCTION LIMITS. PROVIDE A CLEAN SURFACE READY TO RECEIVE

NEW FLOOR FINISH MATERIALS.

11. REMOVE EXISTING CEILINGS, SOFFITS AND CEILING MOUNTED EQUIPMENT

WHERE NEW CEILING FINISHES ARE SPECIFIED.

Reference:

PLAN NORTH

KEY PLAN

Revisions:

No. Date:

Description:

Graphic

Scale

Project

Number

210105.00

Set

Type

BID SET

Date

Issued

1/05/2023

2 - A100 Sheet

Number

OFFICE

284.1

ACT-2

9' - 0"

GWB-1

9' - 0"

12' - 0"

NON-JURY

COURTROOM

284

ACT-2

10' - 6"

1 - A400

GWB-1

9' - 0"

1 THIRD FLOOR - CEILING PLAN

1/4" = 1'-0"

REFLECTED CEILING GENERAL NOTES

1. SEE ROOM FINISH SCHEDULE, SHEET A401, FOR ADDITIONAL

INFORMATION ON CEILING MATERIAL TYPES.

2. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES,

LOCATIONS AND OTHER DEVICES.

3. SEE MECHANICAL DRAWINGS FOR SUPPLY AND RETURN

GRILLE TYPES AND LOCATIONS.

4. FOR ADDITIONAL WALL REINFORCING SEE STRUCTURAL

DRAWINGS AND SECURITY PLAN KEY.

5. SEE WALL TYPES, SHEET A100, FOR ACTUAL WALL

THICKNESS AND TYPES.

6. SEE CODE REVIEW SHEET G100 FOR ADDITIONAL WALL

CONSTRUCTION REQUIREMENTS.

7. ALL WALLS FROM CONCRETE FLOOR TO UNDERSIDE OF

FLOOR OR ROOF STRUCTURE ABOVE UNLESS OTHERWISED

INDICATED.

8. SEE FIRE PROTECTION DRAWINGS FOR FIRE PROTECTION

SPRINKLER HEAD LOCATIONS, TYPES AND SYSTEMS.

REFLECTED CEILING LEGEND

ACT-2

24" X 48" ACOUSTICAL LAY-IN

CEILING TILE

GWB-1

GYPSUM BOARD CEILING

LIGHT FIXTURE

STRIP FIXTURE

DOWNLIGHT FIXTURE

SURFACE MOUNTED LIGHT

FIXTURE

SPRINKLER HEAD - PENDANT

CONCEALED SPRINKLER HEAD

SPRINKLER HEAD - UPRIGHT

SUPPLY GRILLE

RETURN/EXHAUST

Reference:

PLAN NORTH

KEY PLAN

Revisions:

No. Date:

Description:

Graphic

Scale

Project

Number

210105.00

Set

Type

BID SET

Date

Issued

1/05/2023

2 - A200 Sheet

Number

2 - A400

SSM-1

A400

9 WEST ELEVATION - THIRD FLOOR

3/8" = 1'-0"

PT-1

WDT-1

WVP-1

SSM-1

T econit Copyrgi 207ht

SIM

A400

3rd Floor

130' - 0"

INTERIOR KEYNOTES THIRD FLOOR

KEY

DESCRIPTION

22 3'-0" DIA. HIGH DENSITY URETHANE STATE SEAL MOUNTED ON WALL.

24 SOLID CORE WOOD GATE, STAINED TO MATCH RAIL. HARDWARE BY

MILLWORK SUPPLIER.

WDT-1

PT-1

WDT-1

WVP-1

RB-1

WDT-1

WVP-1

9'-2"

WDT-1

PT-1

TV (NIC)

2 - A400

WDT-1

WVP-1

RB-1

3rd Floor

130' - 0"

8 NORTH ELEVATION - THIRD FLOOR

3/8" = 1'-0"

Reference:

PLAN NORTH

KEY PLAN

PT-1

TV (NIC)

WDT-1

RB-1

PT-1

WVP-1

2 - A400

PT-1

WDT-1

WVP-1

SSM-1

A400

3rd Floor

130' - 0"

2 - A400

PT-1

WDT-1

WVP-1

RB-1

3rd Floor

130' - 0"

7 EAST ELEVATION - THIRD FLOOR

3/8" = 1'-0"

SSM-1

WVP-1

WB-1

WVP-1

3'-0"

2 - A400

SSM-1

WVP-1

WB-1

5 GALLERY WALL THIRD FLOOR

3/8" = 1'-0"

6 SOUTH ELEVATION - THIRD FLOOR

3/8" = 1'-0"

Revisions:

No. Date:

Description:

3rd Floor

130' - 0"

9 SIM

2 - A400

SSM-1

WVP-1

WB-1

3'-7"

3rd Floor

130' - 0"

9 SIM

2 - A400

SSM-1

WVP-1

WB-1

6'-7"

3rd Floor

130' - 0"

4 CLERK'S SIDE WALL THIRD FLOOR

3/8" = 1'-0"

3 CLERK'S FRONT WALL THIRD FLOOR

3/8" = 1'-0"

9 SIM

2 - A400

SSM-1

9 SIM

2 - A400

SSM-1

WVP-1

WB-1

3'-3"

3rd Floor

130' - 0"

2 WITNESS FRONT WALL THIRD FLOOR

3/8" = 1'-0"

WVP-1

WB-1

4'-7"

3rd Floor

130' - 0"

Graphic

Scale

Project

Number

210105.00

Set

Type

BID SET

1 COMMISSIONER FRONT WALL THIRD FLOOR

Date

Issued

1/05/2023

3/8" = 1'-0"

2 - A300 Sheet

Number

3/4" 1/2"

BACKER AS

REQUIRED

SSM-1 CAP

5/8" PLYWOOD SHEATHING

WALL TYPE PER PLANS.

LEVEL 3 BULLET RESISTANT

SHEATHING

WOOD VENEER PANEL

8 ENLARGED CAP DETAIL (THIRD FLOOR)

3" = 1'-0"

SSM-1

CAP RAIL

WOOD PANELS EACH SIDE,

A400

WVP-1

SQUARE SUPPORT POST-SEE

FOR LOCATIONS

5/8" PLYWOOD SHEATHING EACH

SIDE

FLOOR SLEEVE WITH

COVER. TOP TO BE FLUSH

WITH ADJACENT FINISHED

FLOOR.

WOOD BASE

CONCRETE FLOOR OR

TOPPING

A400 100' - 0"

10 SECTION THRU GALLERY RAIL (THIRD FLOOR)

1 1/2" = 1'-0"

SSM-1

CAP RAIL

WOOD PANELS EACH SIDE,

WVP-1

SQUARE SUPPORT POST-SEE

FOR LOCATIONS

3/4" PLYWOOD SHEATHING EACH

SIDE

LEVEL 3 BULLET RESISTANT

SHEATHING.

FLOOR SLEEVE WITH

COVER. TOP TO BE FLUSH

WITH ADJACENT FINISHED

FLOOR.

A400

2' - 8"

1/2" SOLID

SURFACE

COUNTERTOP

COUNTER TOP

SUPPORT BRACKET

30" O.C.

WOOD BASE

CONCRETE FLOOR OR

TOPPING

100'-0"

A400

9 SECTION THRU Cx BENCH (THIRD FLOOR)

1 1/2" = 1'-0"

WALL TYPE PER PLANS.

LEVEL 3 BULLET RESISTANT

SHEATHING

PLASTIC LAMINATE PANEL

1/2"

BELOW C.TOP

WOOD BASE

7 ENLARGED BASE DETAIL (THIRD FLOOR)

3" = 1'-0"

WALL TYPE PER PLAN

3/4"

HARDWOOD TRIM - SEE ELEVATIONS

FOR HEIGHT

VENEER

6 WOOD TRIM DETAIL (THIRD FLOOR)

1 1/2" = 1'-0"

UNDERSIDE OF FLOOR OR

ROOF STRUCTURE

BRACE BACK TO STRUCTURE

3 5/8" METAL STUD FRAMING - FASTEN

METAL STUD TRACK TO UNDERSIDE OF

STRUCTURE ABOVE

5/8" GYPSUM BOARD ON 3 5/8" MTL.

STUDS 16" O.C

VARIES A.F.F

SEE RCP, A200

SUSPENDED ACT CEILING - SEE

REFLECTED CEILING PLAN,

VARIES- SEE RCP, A200

METAL CORNER BEAD

- TYPICAL

SUSPENDED ACT CEILING - SEE

REFLECTED CEILING PLAN,

5 CEILING BULKHEAD (THIRD FLOOR)

1 1/2" = 1'-0"

Reference:

PLAN NORTH

KEY PLAN

PER WALL TYPE

WALL PROTECTION WHERE NOTED ON

INTERIOR ELEVATIONS OR ROOM

FINISH SCHEDULE OR BOTH.

REFER TO PLAN FOR WALL TYPES.

METAL STUD BOX LINTEL FOR

OPENINGS ≥ 42".

METAL RUNNER TRACK ONLY

FOR OPENINGS < 42".

SEALANT TYP. BOTH SIDES

FRAME AS SCHEDULED.

DOOR AS SCHEDULED.

PER WALL TYPE

WALL PROTECTION WHERE

NOTED ON INTERIOR ELEVATION

OR ROOM FINISH SCHEDULE OR

BOTH.

REFER TO PLAN FOR WALL TYPES.

DBL. STUDS @ JAMBS. TYP.

SEALANT TYP. BOTH SIDES

FRAME AS SCHEDULED.

(3) ANCHORS PER JAMB. TYP.

DOOR AS SCHEDULED.

5 3/4"

WALL PER WALL TYPES.

BOND BEAM PER STRUCTURAL.

CONTINUOUS PERIMETER SEALANT

BOTH SIDES.

HOLLOW METAL FRAME. GROUT

SOLID.

DOOR AS SCHEDULED.

5 3/4"

WALL TYPE PER PLANS.

STRAP ANCHORS AS REQUIRED.

CONTINUOUS PERIMETER SEALANT

BOTH SIDES.

HOLLOW METAL FRAME. GROUT

SOLID.

DOOR AS SCHEDULED.

4 HM DOOR HEAD (THIRD FLOOR)

1 1/2" = 1'-0"

3 HM DOOR JAMB AT GWB (THIRD FLOOR)

1 1/2" = 1'-0"

2 HM HEAD 4" @ CMU (THIRD FLOOR)

1 1/2" = 1'-0"

1 HMU DOOR JAMB AT CMU (THIRD FLOOR)

1 1/2" = 1'-0"

Revisions:

No. Date:

Description:

Graphic

Scale

Project

Number

210105.00

Set

Type

BID SET

Date

Issued

1/05/2023

2 - A400 Sheet

Number

2023-01 Courthouse Probate Vault Bid Set Drawings

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