472-19344_Baraga CF HU-1 Yard Door DTMB Bid Addendum 2.pdf

PDF 1 MB Posted

Attached to
472/19344. TAP; Baraga CF - Proposed Housing Unit 1 Yard Door
Solicitation number
RFQ-171-240000000617-3
Issued by
Arenac County, Michigan

About this file

This document is a bid addendum for the Proposed HU-1 Yard Door project at the Baraga Maximum Correctional Facility in Baraga, Michigan, managed by the Michigan Department of Corrections (MDOC). The project involves the demolition and replacement of an existing yard door, including the removal of an existing window, frame, security bars, and a portion of the wall. The new door will be a 3'x7' steel detention door with a 3/8" monolithic polycarbonate security glazing. The addendum provides key details such as the project schedule, with a 90% owner review on June 18, 2024, bidding on July 25, 2024, and Addendum #2 on September 11, 2024. The contract will also require the installation of a new concrete stoop, exterior lighting, and the coordination of work with the MDOC.

The document outlines the door and frame specifications, including the requirement for a 14-gauge detention hollow metal door and frame with a "Detention Hardware Set H" that includes a Best cylinder. The pricing terms, funding sources, and other salient financial information are not explicitly stated in the addendum. The document does not mention any set-asides or the incumbent contractor, if applicable.

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Text version

A102

A3DEMO

PROPOSED A103

A3

10' - 0"

0"

EXISTING LIGHT POLE

COORDINATE INSTALLATION

OF CONC. STOOP AROUND

EXISTING LIGHT POLE

FIELD VERIFY LOCATION OF

EXISTING UNDERGROUND

ELECTRIC

1. GENERAL CONTRACTOR TO COORDINATE ALL WORK WITH OWNER.

2. WORK LABELED (NIC), OR OTHERWISE NOT NOTED IS NOT IN

CONTRACT FOR ANY ARCHITECTURAL IMPROVEMENTS.

3. THE GENERAL CONTRACTOR & THEIR SUB-CONTRACTORS SHALL

VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS WITH

CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS AND SHALL

REPORT ANY DEVIATIONS, DISCREPANCIES AND/OR CONFLICTS TO

THE ARCHITECT.

4. CONTRACTOR SHALL VERIFY PROPOSED DOOR AND FRAME SIZE.

5. DOOR HARDWARE SHOWN ON DOOR ELEVATIONS IS FOR REFEENCE

ONLY. CONTRACTOR SHALL REFERENCE EXISTING DOORS AND

HARDWARE AND VERIFY ALL DOOR HARDWARE WITH MDOC PRIOR

TO ORDERING.

GENERAL NOTES

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A101

HOUSING UNIT #1

OVERALL FLOOR

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NO SCALEA1 HOUSING UNIT #1 - OVERALL FLOOR PLAN

NORTH

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2'

- 0

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FY

1'

- 0

VESTIBULE

3 2

M.

O.

4'

- 0

REMOVE FIN-TUBE

BASEBOARD HEAT AND

RE-ROUTE PIPING IN CEILING

REMOVE EXISTING

TELECOMMUNICATION OUTLET

EXISTING DUPLEX

OUTLET TO REMAIN

REMOVE EXISTING TACKBOARD

REMOVE EXISTING GUARD

CALL BUTTON AND PROVIDE

NEW CAP / COVER PLATE

REMOVE EXISTING STEEL BARS &

FRAME, EXISTING WINDOW & FRAME,

AND ALL ASSOCIATED HARDWARE.

REMOVE PORTION OF

CMU WALL TO ALLOW

FOR NEW DOOR & FRAME

REMOVE EXISTING

COAT HOOK

FILED VERIFY GRADE TO ALLOW FOR

NEW CONC. STOOP AT DOOR, AVOID

CONFLICT WITH EXISTING POWER

POLE & UNDERGROUND CONDUIT

REMOVE & SALVAGE PORTION OF

HORIZ. BRICK VENEER TO ALLOW

FOR NEW DOOR INSTALLATION

REMOVE & SALVAGE VERT. BRICK

VENEER (AS REQ'D) TO ALLOW

FOR NEW DOOR INSTALLATION

REMOVE & SALVAGE PORTION OF

VERT. BRICK VENEER TO REINSTALL

AFTER DOOR INSTALLATION

REMOVE & SALVAGE PORTION OF

HORIZ. BRICK VENEER TO ALLOW

FOR NEW DOOR INSTALLATION

REMOVE EXSITING WINDOW,

FRAME & ALL APPURTENANCES

1 REMOVE EXISTING WINDOW, FRAME, SECURITY BARS AND PORTION OF WALL BELOW. PREPARE

OPENING FOR NEW DOOR AND FRAME.

DEMO PLAN KEYNOTES -

2 REMOVE PORTION OF CMU AND BRICK VENEER TO ALLOW FOR NEW DOOR & FRAME.

3 REMOVE PORTION OF FIN-TUBE ENCLOSURE. RE-ROUTE PIPING IN ADJACENT ROOM, THEN ROUTE

PIPES IN CEILNG SPACE ABOVE AND OVER TO NEXT UNIT.

4 REMOVE EXISTING GUARD CALL BUTTON & PROVIDE NEW CAP / COVER PLATE. COORDINATE

SALVAGE OF CALL BUTTON WITH OWNER.

5 REMOVE EXISTING DOOR & HARDWARE. EXISTING FRAME TO REMAIN.

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A102

DEMOLITION

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1/8" = 1'-0"A3 DEMO PLAN @ LIBRARY

NORTH

NO SCALEA1 ELEV @ DOOR (DEMO INT)

NO SCALEC1 ELEV @ DOOR (DEMO EXT)

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3'

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001VESTIBULE

6"

10' - 0"

0"

1. GENERAL CONTRACTOR TO COORDINATE ALL WORK WITH OWNER.

2. WORK LABELED (NIC), OR OTHERWISE NOT NOTED IS NOT IN CONTRACT FOR ANY ARCHITECTURAL IMPROVEMENTS.

3. THE GENERAL CONTRACTOR & THEIR SUB-CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS WITH

CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS AND SHALL REPORT ANY DEVIATIONS, DISCREPANCIES AND/OR CONFLICTS

TO THE ARCHITECT.

4. CONTRACTOR SHALL VERIFY GLAZING TYPE WITH MDOC PRIOR TO ORDERING DOOR.

5. DOOR SIZE SHALL MATCH EXISTING HOUSING UNIT YARD DOOR. CONTRACTOR SHALL VERIFY DOOR AND FRAME SIZE.

6. CONTRACTOR SHALL VERIFY ALL DOOR HARDWARE WITH MDOC PRIOR TO ORDERING ANY DOORS AND/OR HARDWARE.

7. CONTRACTOR SHALL PROVIDE TEMPORARY WOOD FRAMED ENCLOSURE (2x4 STUDS w/ OSB SHEATHING) AT PROPOSED DOOR

OPENING UNTIL DOOR & FRAME HAVE BEEN INSTALLED.

8. CONTRACTOR SHALL PROVIDE A TEMPORARY HEAT SOURCE DURING DEMOLITION OF EXISTING FIN-TUBE ENCLOSURE AND

INSALLATION OF PROPOSED FIN-TUBE ENCLOSURE.

GENERAL NOTES

TOOTH IN CMU

AFTER DOOR

INSTALLATION

EXISTING

CMU WALL

SEE SCHEDULE

FOR DOOR TYPE

STEEL LINTEL w/ 8" MIN.

BEARING, EACH END

PROVIDE NEW EXIT SIGN w/

EXTERIOR REMOTE HEAD

EXIT

2"

SCHEDULE

SEE 10"

VERIFY

1' - 0"

PROVIDE 3/4"Ø CONDUIT IN

FRAME FOR FUTURE

POWER LOCKING

HARDWARE CAPABILITIES

8'

- 0

TOOTH IN BRICK AFTER

DOOR INSTALLATION

EXISTING BRICK VENEER

4" THICK REINFORCED CONC.

SLAB w/ THICKENED EDGES, SEE DETAILS A1 AND A4 ON

SHEET A104.

SLOPE GRADE TO ALLOW

FOR A.D.A. TRANSITION

FROM CONCRETE SLAB

TO YARD

LED EXTERIOR LIGHT

(TO MATCH EXISTING)

CENTERED ON

OPENING, SEE SCHED.

10' - 0"

SEE SCHEDULE

FOR DOOR TYPE

PROVIDE 3/4"Ø CONDUIT

IN FRAME FOR POWER

LOCKING HARDWARE

CAPABILITIES

PROVIDE DOOR CONTACT

IN HEAD OF FRAME

EXISTING LIGHT

POLE & CONC. BASE

TO REMAIN

EXP. JT. MAT'L

EXISTING WINDOW

TO REMAIN

1 PROVIDE NEW FIRE ALARM PULL STATION AT EXTERIOR DOOR AND TIE INTO EXISTING SYSTEM. MOUNT BETWEEN

42" AND 48" TO THE CENTER.

PLAN KEYNOTES -

2 PROPOSED 4" THICK CONC. STOOP w/ THICKENED SLAB EDGE. SEE DETAILS A1 AND A4 ON SHEET A104.

3 PROPOSED DETENTION GRADE DOOR TO MATCH EXISTING YARD DOOR. SEE SCHEDULE.

4 PROVIDE NEW FIN-TUBE ON ADJACENT WALL. SEE SHEET M101 & M102.

5 PROVIDE CEILING MOUNTED EXIT SIGN.

6 PROVIDE WALL MOUNTED EXIT SIGN ABOVE DOOR.

7 PROVIDE LED SURFACE MOUNTED WALL PACK ABOVE DOOR (EXTERIOR SIDE).

8 EXISTING DOOR FRAME TO REMAIN.

9 EXISTING AND PROPOSED FLOOR AND WALLS SHALL BE PAINTED BY OWNER.

10 PROVIDE A SWITCH IN THE CONTROL BUBBLE TO MANUALLY OVERRIDE THE ELECTROMAGNETIC LOCK.

11 PATCH MASONRY WALL WITH AN EPOXY OR GROUT AT LOCATION OF REMOVED CALL BUTTON (OR ANY OTHER

MATERIAL APPROVED FOR THIS APPLICATION).

12 COORDINATE INSTALLATION OF CONC. STOOP AROUND EXISTING CONCRETE LIGHT POLE BASE.

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PROPOSED PLAN

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1/8" = 1'-0"A3 PROPOSED PLAN @ VESTIBULE

NORTH

3/8" = 1'-0"A1 ELEV @ DOOR (INT)

3/8" = 1'-0"C1 ELEV @ DOOR (EXT)

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SEE SCHEDULE

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7"

SEE SCHEDULE

EXTERIOR VIEW INTERIOR VIEW

7" 7" 7" 7"

7"

SE

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MA

X.43

MA

X.43

GL-1

GL-1

10"H x 2' - 10"W

DIAMOND PLATE

ALUM. KICK PLATE

PUSH BAR

HARDWARE SET "H"

1 EA HEAVYWEIGHT CONTINUOUS, CONCEALED GEARED HINGE

1 EA INSTITUTIONAL DEADBOLT BEST CORE 7-PIN

1 EA RR BRINK AC5020S ELECTROMECHANICAL AUTOMATIC

DEADLOCKING LATCH, 1" THROW, 120VAC SOLENOID ACTUATED,

AND MANUAL KEY UNLOCKING BEST CORE 7-PIN w/ STANDARD

MAINTAINED SWITCH LATCH HOLDBACK (MSLH)

1 EA DOOR CONTACT (OWNER SUPPLIED / CONTRACTOR INSTALLED)

1 EA DOOR PUSH PLATE

1 EA ROUND PUSH BAR

1 EA RAISED PULL

1 EA LCN CLOSER

1 EA OVERHEAD DOOR STOP

1 EA KICK-DOWN DOOR STOP

1 EA SWEEP

1 EA THRESHOLD

1 EA KICKPLATE

WEATHERSTRIPPING

*NOTE: ALL HARDWARE SHALL BE MOUNTED WITH

TAMPER-PROOF SCREWS

HM-8

(INTERIOR VIEW)

SE

E

SC

HE

DU

LE

4"

2" SEE

SCHEDULE 10"

3/4" CONDUIT IN

FRAME FOR POWER

PROVIDE NEW DOOR

CONTACT IN HEAD OF FRAME,

MATCH EXISTING DOOR

CONTACTS USED ON SITE

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SCHEDULES &

DETAILS

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DOOR & FRAME SCHEDULE (LIBRARY)

DOOR

TYPE

DOOR FRAME

HDWR SET COMMENTSLOCATION MATERIAL

SIZE

PAIR ELEV MATERIAL SIDELIGHTWIDTH HEIGHT THK.

001 VESTIBULE STEEL 3' - 0" 7' - 0" 1 3/4" HM-8 STEEL H GLAZING: 3/8" MONOLITHIC POLYCARBONATE

1/4" = 1'-0"

DOOR TYPE 001

1/4" = 1'-0"

FRAME TYPE HM-8

3/8" MONOLITHIC POLYCARBONATE SECURITY GLAZING (GL-1)

• 3/16" CLEAR POLYCARBONATE

• URETHANE LAYER

• 3/16" CLEAR POLYCARBONATE

(PROVIDE MAR-RESISTANT COATING ON BOTH SURFACES)

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DOOR SPECIFICATION

• 14-GA DETENTION HOLLOW METAL DOOR AND DOOR FRAME, PRIME PAINTED

• DETENTION HARDWARE SET "H" BEST CYLINDER

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LOCATE EXISTING UNDERGROUND

CONDUIT PRIOR TO INSTALLATION OF

THE PROPOSED CONCRETE STOOP,

INSTALL CONC. STOOP AROUND

EXISTING CONC. LIGHT POLE BASE

REMOVE & SALVAGE PORTION OF

HORIZ. & VERT. BRICK VENEER AT

EACH SIDE OF WINDOW TO ALLOW

FOR NEW DOOR INSTALLATION

REMOVE & SALVAGE VERT. BRICK

VENEER (AS REQ'D) TO ALLOW

FOR NEW DOOR INSTALLATION

REMOVE EXSITING WINDOW,

FRAME & ALL APPURTENANCES

PROVIDE NEW CONCRETE STOOP AT

PROPOSED DOOR LOCATION, AVOID

CONFLICT w/ EXISTING LIGHT POLE BASE w w w .u pe a.

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