DOC Baraga AWF Proposed HU-1 Yard Door 472-19344.TAP_Drawings 100%.pdf

PDF 2 MB Posted Sep 13, 2024

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

Written by GovTribe AI · Sep 16, 2024

This document is a set of architectural drawings and specifications for a project to replace the yard door at the Housing Unit 1 at the Michigan Department of Corrections (MDOC) Baraga Maximum Correctional Facility in Baraga, Michigan. The project involves the demolition of an existing window and steel bars and the installation of a new detention-grade steel door and frame, with associated concrete work, masonry infill, and electrical and mechanical modifications. The drawings provide detailed plans, sections, and schedules for the proposed work. The bid due date is July 25, 2024, and the project is scheduled for a 90% owner review on June 18, 2024. No other details are provided regarding the contract term, renewal options, or pricing.

This project appears to be a standalone facility improvement for the MDOC Baraga facility, with no information provided about any set-asides, incumbent contractors, or funding sources. The documents indicate that the MDOC is the owner and is seeking bids for the specified work to be performed.

View the file

Other files

File	Type	Posted
DOC Baraga AWF Proposed HU-1 Yard Door 472-19344.TAP_Spec 100%.pdf	PDF	Sep 13, 2024
472-19344_Baraga CF HU-1 Yard Door DTMB Bid Addendum 2.pdf	PDF	Sep 13, 2024
CAJ-1037 MDOC LEIN Request REV 09-2019.pdf	PDF	Sep 13, 2024
472-19344_Baraga CF HU-1 Yard Door DTMB Bid Addendum 1_ISSUED_2024.08.22.pdf	PDF	Sep 13, 2024
M12-19592 DTMB-0415 Advertisement (Rev 10-22).pdf	PDF	Sep 13, 2024

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I Q U E R E I S P E N I N S U L A M A M OE N A M

BUILDING CODE REVIEW

ZONING: MUNICIPAL

USE GROUP:

HOUSING UNIT 1 = I-3, INSTITUTIONAL, CONDITION 2

CONSTRUCTION TYPE: II-B, NON-COMBUSTIBLE, UNPROTECTED

ACTUAL AREA OF EXISTING:

HOUSING UNIT 1 = 16,893 S.F.

FIRE PROTECTION:

AUTOMATIC SPRINKLER SYSTEM, FIRE ALARM ACTIVATED BY SPRINKLER

TOTAL ALLOWABLE AREA:

HOUSING UNIT 1 = 22,500 S.F.

2015 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

2015 MICHIGAN BUILDING CODE & MICHIGAN BARRIER FREE

2021 MICHIGAN MECHANICAL CODE

2021 MICHIGAN PLUMBING CODE

2015 MICHIGAN ENERGY CODE

2023 NATIONAL ELECTRICAL CODE

2023 MICHIGAN ELECTRICAL CODE, PART 8

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G001

COVER SHEET

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SHEET INDEX

NUMBER SHEET NAME

G001 COVER SHEET

A101 HOUSING UNIT #1 OVERALL FLOOR PLAN

A102 DEMOLITION PLAN

A103 PROPOSED PLAN

A104 SECTIONS & DETAILS

A105 SCHEDULES & DETAILS

A106 EXTERIOR PHOTOS

M001 MECHANICAL GENERAL NOTES AND SPECIFICATIONS

M101 MECHANICAL PLANS & SCHEDULES

M102 MECHANICAL SCHEDULES & DETAILS

E101 ELECTRICAL POWER & LIGHTING PLANS

PROPOSED HOUSING UNIT 1 YARD DOOR

M.D.O.C. BARAGA MAXIMUM CORRECTIONAL FACILITY

BARAGA, MI 49908

FILE NO. MDOC 472/19344.TAP

PROJECT LOCATION

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A102

A3DEMO

PROPOSED A103

10' - 0"

PROVIDE IN-FILL AT BUILDING TO ALLOW

FOR 8% MAX. SLOPE (1:12) FROM

PROPOSED CONC. STOOP TO CORNER

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

PLAN

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NO SCALEA1 HOUSING UNIT #1 - OVERALL FLOOR PLAN

NORTH

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- 0

VESTIBULE

3 2

- 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

RE-SLOPE GRADE TO

ALLOW FOR NEW CONC.

LANDING AT DOOR

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

PLAN

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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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- 6

- 4

001VESTIBULE

10' - 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

SCHEDULE

SEE 10"

VERIFY

1' - 0"

PROVIDE 3/4"Ø CONDUIT IN

FRAME FOR FUTURE

POWER LOCKING

HARDWARE CAPABILITIES

- 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

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).

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A103

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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FILL CORE SOLID w/ MORTAR

PROVIDE BLOCK FILLER

AS REQUIRED, PRIMER

AND (2) FINISH COATS OF

PAINT BY OWNER

HOT DIPPED 1/4" THICK GALV.

STL. LINTEL (PAINTED) w/ 8"

MIN. BEARING, EACH END,

WELDED TO STEEL ANGLE

EXISTING 8" CMU

1/4

PROVIDE BULLNOSE

CMU & JAMB, TYPICAL

SEE SCHEDULE FOR

DOOR & FRAME TYPE

3/8" SEALANT JOINT

EXISTING BRICK

VENEER

4"x4"x1/4" STL. ANGLE, WELDED TO STEEL LINTEL

MASONRY FLASHING

PROVIDE WEEP VENTS

EXISTING BRICK

VENEER, BEYOND

METAL DRIP EDGE

VERIFY

10" 2"

- 4

A104 C4

EXISTING FNDN. WALL

EXISING CONC. SLAB

CONT. #5 BAR,

TYP. ALL SIDES

2" BLUE BOARD INSUL.

x x x x

SEE SCHEDULE FOR

DOOR & FRAME TYPE

EXISTING CMU WALL

w/ BRICK VENEER

A104

RE-ROUTE FIN-TUBE PIPING w/

INULATION ABOVE CEILING

PROVIDE 6" MIN. OF CLASS II

BACKFILL, COMPACT TO 95%

A104 A4

PROVIDE BULLNOSE CMU @

DOOR JAMB, TYPICAL

WALL MOUNTED EXIT SIGN w/

REMOTE HEAD, PROVIDE

POWER FROM EXISTING

LIGHTING CIRCUIT (#4 ON RP-D)

WALL MOUNTED LIGHT FIXTURE,

PROVIDE POWER FROM EX.

LIGHTING CIRCUIT (#4 ON RP-D),

MOUNT @ 9' - 6" ABOVE GRADE

10' - 0" SQUARE, TYP.

DEVICE BOX FLUSH w/ BRICK

PROVIDE RESTORATION

BACKFILL TO ORIGINAL SOILS

1% SLOPE

1/2 " M

A X x x

1% SLOPE1/2

" M

SEE SCHED. FOR

DOOR & FRAME TYPE

THRESHOLD

EXISTING CONC. SLAB,

PAINTED BY OWNER

#5 BARS x 12" LONG @

16"O.C., EMBED 6" MIN.

EXISTING FNDN. WALL

6" MIN. CLASS II

COMPACTED BACKFILL

2" BLUE BOARD INSUL.

4" CONC. SLAB w/ (1) LAYER 6x6 - 6/6 W.W.F.

EXISTING BRICK

VENEER BEYOND

PROVIDE BULLNOSE

CMU @ JAMB, TYP.

REMOVE PORTION OF

EXISTING MASONRY TO

ALLOW FOR NEW

CONCRETE STOOP

PROPOSED CONCRETE

PT 2x8 THERMAL BREAK

1 1/2" 4"

EXISTING RIGID INSUL.

#5 BAR, TYP ALL SIDES

SEALANT

EACH SIDE

PROVIDE JAMB BRICKS @

EXTERIOR (TOOTHED

INTO EXISTING AS REQ'D)

GROUT FRAME

SOLID

PROVIDE BULLNOSE CMU @ DOOR

JAMBS, PAINTED BY OWNER

DOOR, SEE

SCHEDULE

FILL CORE SOLID w/ MORTAR, 3 EXPANSION ANCHORS PER JAMB

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A104

SECTIONS &

DETAILS

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1 1/2" = 1'-0"C4 HEAD DETAIL

1/2" = 1'-0"A1 DOOR SECTION

1 1/2" = 1'-0"A4 DOOR SILL DETAIL

1 1/2" = 1'-0"C3 JAMB DETAIL

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SEE SCHEDULE

EXTERIOR VIEW INTERIOR VIEW

7" 7" 7" 7"

X.43

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 5020M ELECTROMECHANICAL LOCKSET

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)

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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A105

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

LOCATE EXISTING

UNDERGROUND CONDUIT PRIOR

TO INSTALLATION OF THE

PROPOSED CONCRETE STOOP

RE-SLOPE GRADE TO ALLOW FOR

NEW CONC. LANDING AT DOOR

REMOVE & SALVAGE PORTION OF

HORIZ. 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 & SALVAGE PORTION OF

VERT. BRICK VENEER TO REINSTALL

AFTER DOOR INSTALLATIONREMOVE & SALVAGE PORTION OF

HORIZ. BRICK VENEER TO ALLOW

FOR NEW DOOR INSTALLATION

REMOVE EXSITING WINDOW,

FRAME & ALL APPURTENANCES

PROVIDE IN-FILL AT CORNER OF BUILDING TO

ALLOW FOR 8% SLOPE (1:12 MAX SLOPE)

FROM PROPOSED CONC. STOOP TO CORNER

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A106

EXTERIOR

PHOTOS

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NO SCALE1 PHOTO 01

NO SCALE2 PHOTO 02

MECHANICAL DEMOLITION GENERAL NOTES

1. MECHANICAL CONTRACTOR TO COORDINATE ALL WORK GENERAL CONTRACTOR.

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

3. THE MECHANICAL CONTRACTOR 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 / ENGINEER.

4. PRIOR TO DEMOLITION, IDENTIFY WITH THE OWNER ALL ITEMS TO REMAIN IN OWNER'S POSESSION.

5. CONTRACTOR ACCESS TO THE AREA OF WORK SHALL BE LIMITED AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL PROVIDE ALL REQUIRED MEASURES TO ENSURE THE PROTECTION AND SAFETY OF EMPLOYEES, OCCUPANTS, BUILDING MATERIALS, AND EQUIPMENT.

6. REMOVAL OF DEMOLITION MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02 41 19 SELECTIVE

STRUCTURE DEMOLITION.

7. EACH CONTRACTOR SHALL CLEAN UP DEBRIS RESULTING FROM THEIR WORK.

8. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE APPROVAL OF THE OWNER AND DISRUPT THE NORMAL BUILDING OPERATION AS MINIMAL AS POSSIBLE. ALL DEMOLITION SHALL BE KEPT TO A MINIMUM. ALL DUST AND NOISE CREATED BY THE WORK SHALL BE KEPT TO A MINIMUM. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND ALL WORK AREAS SHALL BE EFFECTIVELY BLOCKED AND BARRICADED TO GIVE COMPLETE

PROTECTION TO THE BUILDING OCCUPANTS.

9. PROVIDE CONSTRUCTION DUST BARRIERS AS REQUIRED AND APPROVED BY OWNER. COORDINATE LOCATIONS AND

SEQUENCES WITH OWNER.

10. PROVIDE FIRE EXTINGUISHERS LOCATED, INSTALLED, AND INSPECTED, TESTED, AND MAINTAINED IN ACCORDANCE

WITH NFPA 10 REQUIREMENTS.

11. AT ALTERATION AREAS, PATCH FINISHES AND MATERIALS TO MATCH EXISTING. MAINTAIN ALL FIRE RATED ASSEMBLY

CONSTRUCTION.

12. GENERAL CONTRACTOR SHALL CUT AND REMOVE EXISTING WALL, FLOOR, AND ROOF SURFACES TO ACCOMMODATE ALL ARCHITECTURAL, STRUCTURAL, PLUMBING, HVAC, AND ELECTRICAL WORK. COORDINATE LOCATIONS AND OPENING REQUIREMENTS WITH EACH TRADE. MAINTAIN ALL FIRE RATED ASSEMBLY CONSTRUCTION.

13. EXISTING SURFACES WHICH ARE REWORKED OR DAMAGED DURING CONSTRUCTION SHALL BE PATCHED, REPAIRED, AND FINISHED WITH NEW MATERIALS AS REQUIRED TO MATCH ADJACENT SURFACES.

14. PROTECT THE EXISTING BUILDING. PREVENT MOVEMENT OR SETTLEMENT OF WALLS, CEILINGS, AND BUILDING STRUCTURE. PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. EXISTING STRUCTURE FOUNDATIONS TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION OPERATIONS WITH TEMPORARY SHORING, SHEETING, UNDERPINNING, AS REQUIRED TO PROTECT

AND MAINTAIN STRUCTURAL INTEGRITY.

15. COORDINATE EFFORTS WITH BUILDING MANAGEMENT FOR SHUTTING OFF PUMPS, ISOLATING THE WORK AREA, DRAINING PIPES, ETC.

MECHANICAL AND PLUMBING GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL AND PERFORM LABOR AS REQUIRED FOR A COMPLETE SYSTEM INSTALLATION AS INDICATED IN THESE DOCUMENTS, DRAWINGS, SPECIFICATIONS AND AS MAY

BE REASONABLY IMPLIED AND AS REQUIRED BY LOCAL, STATE AND FEDERAL CODES.

2. ALL ELECTRICAL DISCONNECTS REQUIRED PER NEC CODE SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL

CONTRACTOR UNLESS NOTED OTHERWISE.

3. CONTRACTOR SHALL PROVIDE PRODUCTS AS SPECIFIED ON THESE DRAWINGS AND SPECIFICATIONS, HOWEVER, WHERE THE WORDS "EQUAL TO" ARE USED, OTHER PRODUCTS MAY BE SUBMITTED FOR REVIEW AND APPROVAL FROM THE OWNER/ARCHITECT/ENGINEER AS PROPOSED VOLUNTARY ALTERNATES TO THE BASE BID.

4. DRAWINGS SHOW GENERAL ARRANGEMENT AND EXTENT OF WORK. THE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT NECESSARILY BE DRAWN TO SCALE FOR PURPOSES OF CLARITY AND/OR LEGIBILITY. IT IS INTENDED THAT ALL ITEMS BE LOCATED SYMMETRICALLY WITH ARCHITECTURAL ELEMENTS WHERE FEASIBLE AND SHALL BE INSTALLED TO AVOID OBSTRUCTIONS AND PRESERVE HEADROOM. CONTRACTOR SHALL COORDINATE THE PLANS OF OTHER TRADES WITH HIS OWN WORK TO AVOID CONFLICTS AND INTERFERENCES. CONTRACTOR SHALL MAKE USE OF ALL SOURCES OF INFORMATION INCLUDING COORDINATION MEETINGS AND DRAWINGS OF EQUIPMENT FURNISHED BY OTHER TRADES. FAILURE TO REVIEW WORKING SPACES OR VERIFY DIMENSIONS IN QUESTION SHALL NOT WARRANT

ADDITIONAL COMPENSATION.

5. MOTORS THAT ARE PROVIDED WITH EQUIPMENT FURNISHED BY THE MECHANICAL CONTRACTOR SHALL BE SUITABLE FOR LOAD, DUTY, VOLTAGE, FREQUENCY, HAZARD, SERVICE AND LOCATION INTENDED. SINGLE PHASE MOTORS SHALL HAVE INTEGRAL THERMAL OVERLOAD PROTECTION IN ADDITION TO THAT PROVIDED IN MOTOR CONTROLLERS. MOTORS SHALL CONFORM IN DESIGN AND PERFORMANCE TO THE MOTOR STANDARDS OF NEMA.

MOTORS RATED FOR CONTINUOUS DUTY UNDER FULL LOAD WITH A MAXIMUM TEMPERATURE RISE OF 105 DEG F FOR OPEN, 125 DEG F FOR DRIP PROOF, AND 130 DEG F FOR EXPLOSION PROOF AND TOTALLY ENCLOSED TYPES.

MOTORS THAT UTILIZE BELT DRIVES WITH ADJUSTABLE BASES, REMOVABLE BELT GUARDS AND VARIABLE PITCH DRIVE

PULLEY SHALL BE PROVIDED SO THE MIDPOINT OF VARIABLE RANGE OF THE PULLEY WILL DRIVE EQUIPMENT AT THE RATED SPEED. MOTORS 1 HP AND LARGER SHALL BE THREE PHASE (UNLESS OTHERWISE LISTED).

6. MOTOR CONTROLLERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FOR EQUIPMENT FURNISHED WITH MOTORS. MOTOR CONTROLLERS SHALL BE OF SIZE AND TYPE AS REQUIRED TO MEET THE OPERATIONAL

CONDITIONS ACCORDING TO THE SEQUENCE OF OPERATION.

7. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER CIRCUITS, LOCAL DISCONNECT AND CONNECTION TO MOTOR TERMINALS. MECHANICAL CONTRACTOR TO MOUNT MOTOR CONTROLLERS, CONTROL COMPONENTS, CONTROL

WIRING AND MAKE ALL FINAL CONTROL CONNECTIONS BETWEEN DEVICES.

8. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO SUBMISSION OF BIDS TO ASCERTAIN ALL CONDITIONS WHICH MAY AFFECT THE PERFORMANCE OF NEW WORK. NO ADDITIONAL COMPENSATION WILL BE MADE

DUE TO CONTRACTOR'S FAILURE TO EXAMINE THE SITE AND FULLY DISCERN WORKING CONDITIONS.

9. MECHANICAL CONTRACTOR SHALL RECEIVE, DELIVER, PROPERLY HOUSE, HANDLE, HOIST, AND PROTECT

EQUIPMENT AND MATERIALS REQUIRED FOR THEIR WORK.

10. THE CONTRACTOR SHALL OBTAIN PERMITS, ARRANGE FOR INSPECTIONS, AND PAY FEES AND EXPENSES IN CONNECTION THEREWITH, AS A PART OF THE WORK REQUIRING SUCH PERMITS. WORK SHALL CONFORM WITH

APPLICABLE CODES.

11. THE CONTRACTOR SHALL REVIEW AND COORDINATE SUBSTITUTIONS OF OTHER TRADES AND ACCOUNT FOR THE

ITEMS IMPACTING THEIR WORK IN THEIR BID.

12. PIPING PASSING THROUGH CORRIDORS, TUNNELS, CHASES, ETC. SHALL BE CONSIDERED FOR PROPER DRAINAGE.

COORDINATE WITH THE OTHER TRADES TO AVOID CONFLICT. THE ORDER OF PRIORITY FOR ALL PIPING, DUCTWORK AND CONDUITS SHALL BE INSTALLED AS FOLLOWS WITH THE HIGHEST PRIORITY LISTED FIRST.

A. PLUMBING DRAIN LINES

B. CONDENSATE LINES

C. DUCTWORK

D. FIRE PROTECTION

E. HOT AND COLD WATER PIPING

F. ELECTRICAL CONDUIT

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M001

MECHANICAL

GENERAL NOTES

AND

SPECIFICATIONS

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FTR-1

VESTIBULE

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OFFICE

249 8

VESTIBULE

OFFICE

1 EXISTING THERMOSTAT TO BE REINSTALLED IN OFFICE 249.

MECHANICAL PLAN KEYNOTES -

2 EXISTING HYDRONIC HOT WATER SUPPLY AND RETURN LINES ABOVE CEILING TO REMAIN.

3 EXISTING HYDRONIC PIPING FROM ADJACENT ROOM TO REMAIN.

ROUTE HYDRONIC PIPING IN AND OUT FROM "FTR-1" AT ONE END, ROUTE PIPING INTO ADJACENT

ROOM AND UP WALL. PROVIDE NEW FIN-TUBE WALL SLEEVE AND MODIFY EXISTING COVER AS

REQUIRED. WALL SLEEVE SHALL ENCLOSE PIPES ON ALL SIDES AND FASTENED w/ TAMPER

RESISTANT SCREWS.

NEW FIN-TUBE RADIATION & ENCLOSURE (FTR-1). SEE SCHEDULE. PROVIDE WALL SLEEVE TO

CONCEAL ALL EXPOSED PIPES. WALL SLEEVE SHALL ENCLOSE PIPES ON ALL SIDES AND FASTENED w/ TAMPER RESISTANT SCREWS.

6 PROVIDE INSULATED PIPING ABOVE CEILING AND TIE INTO EXISTING HWS PIPING IN ADJACENT

PROPERTY STORAGE ROOM

ROUTE NEW HYDRONIC PIPING DOWN WALL TO EXISTING FIN-TUBE ENCLOSURE. PROVIDE NEW

WALL SLEEVE AND MODIFY EXISTING COVER AS REQUIRED. WALL SLEEVE SHALL ENCLOSE PIPES ON ALL SIDES AND FASTENED w/ TAMPER RESISTANT SCREWS.

8 PROVIDE NEW SHUT-OFF VALVES AT EXISTING SUPPLY & RETURN PIPING.

1 REMOVE AND RELOCATE EXISTING THERMOSTAT TO OTHER SIDE OF WALL.

MECHANICAL DEMOLITION KEYNOTES -

2 EXISTING HYDRONIC HOT WATER SUPPLY AND RETURN LINES ABOVE CEILING TO REMAIN.

3 COORDINATE EFFORTS WITH BUILDING MANAGEMENT TO SHUT OFF PUMPS, ISOLATE THE WORK

AREA, AND DRAIN THE PIPES TO ALLOW FOR NEW PIPING AND FIN-TUBE INSTALLATION.

4 REMOVE EXISTING FIN-TUBE PIPING, ENCLOSURE, AND ALL APPURTENANCES.

5 REMOVE PORTION OF HYDRONIC PIPING FROM REMOVED FIN-TUBE ENCLOSURE. SEE PROPOSED

PLAN FOR NEW PIPING.

6 EXISTING HYDRONIC PIPING TO REMAIN.

7 EXISTING 3/4" HYDRONIC PIPING TO REMAIN.

8 EXISTING FIN-TUBE ENCLOSURE & PIPING TO REMAIN.

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MECHANICAL

PLANS &

SCHEDULES

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1/4" = 1'-0"A1 DEMOLITION MECH PLAN @ VEST.

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1. CONTRACTOR SHALL PROVIDE A

TEMPORARY HEAT SOURCE DURING

DEMOLITION OF EXISTING FIN-TUBE

ENCLOSURE AND INSALLATION OF

PROPOSED FIN-TUBE ENCLOSURE.

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MECHANICAL

SCHEDULES &

DETAILS

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FTR-1 565 4' - 0" 0.9 162 157 65 0.9 3/4 4-1/4 SQ. AL / Cu 32 1 14 GA. CRD

PART. PERF. 12 4 STERLING GSBS-12P

1) PERFORMANCE BASED ON 160° F AVERAGE WATER TEMPERATURE WITH A 5° F HEATING WATER TEMPERATURE DROP.

2) PROVIDE ALL NECESSARY ACCESSORIES INCLUDING BUT NOT LIMTITED TO: BRACKETS, RETURN HANGERS, BACKPLATES, END CAPS, WALL SLEEVES, ENCLOSURES, ETC.

VESTIBULES

1 2

VESTIBULE1

1 REMOVE EXISTING LIGHT SWITCH & PROVIDE BLANK PLATE.

ELECTRICAL DEMO KEYNOTES -

2 REMOVE EXISTING GUARD CALL BUTTON & PROVIDE BLANK PLATE.

3 REMOVE EXISTING DATA / COMMUNICATIONS JACK AND PREPARE FOR NEW DOOR & FRAME.

4 EXISTING DUPLEX OUTLET TO REMAIN (ON PANEL RP-D, CKT D12)

PROVIDE NEW CEILING MOUNTED EXIT SIGN, CENTERED ABOVE DOOR. FAIL SAFE, MODEL:

EXL-7-1-RW-WH. NO ARROWS. POWER SHALL COME FROM EXISTING LIGHTING CIRCUIT.

COORDINATE LOCATION OF SIGN w/ CAMERA VISIBILITY SO AS TO NOT OBSTRUCT VIEW TO DOOR.

ELECTRICAL PROPOSED KEYNOTES -

2 EXISTING LIGHT FIXTURES TO REMAIN (EXISTING CIRCUIT 4). PROVIDE HOT POWER TO VESTIBULE

LIGHT FIXTURES SO LIGHTS ARE ON ALL THE TIME.

3 PROVIDE NEW WALL MOUNTED EXIT SIGN. FAIL SAFE, MODEL: EXL-7-1-RW-WH. NO ARROWS.

PROVIDE REMOTE EXTERIOR HEAD. POWER SHALL COME FROM EXISTING LIGHTING CIRCUIT.

PROVIDE NEW WALL MOUNTED LED EXIT LIGHT w/ REMOTE HEAD. FAIL SAFE, MODEL:

B95-(BLANK)-BLK-LD4-16W-35-OPL-UNV-EDC1-PB (PHOTO CELL CONTROL). POWER SHALL COME

FROM EXISTING LIGHTING CIRCUIT (EXISTING CIRCUIT 4).

5 PROPOSED FIRE ALARM PULL STATION.

6 PROVIDE NEW RECESSED DOOR CONTACT & WIRING FROM DOOR BACK TO MONITORING BUBBLE.

7 PROVIDE AN ELECTROMECHANICAL LOCKSET w/ MANUAL LATCH HOLDBACK.

PROVIDE #16 SHIELDED CABLE (OR APPROVED EQUAL) FROM CONTROL BUBBLE TO PROPOSED

DOOR. ADD NEW RED LIGHT IN CONTROL BUBBLE w/ PHENOLIC LABEL AND LOCATE IN SAME PANEL AS EXTERIOR DOORS. PROVIDE POWER ROUTED IN CONDUIT ABOVE THE CEILING TO INDICATE THE

LIGHT IN THE CONTROL BUBBLE TO MONITOR IF THE DOOR IS OPEN OR CLOSED.

9 CONTRACTOR TO LOCATE & AVOID EXISTING ELECTRICAL CONDUIT FROM EXISTING YARD LIGHTS.

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ELECTRICAL

POWER &

LIGHTING PLANS

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1/8" = 1'-0"A3 PROPOSED ELEC PLAN

NORTH

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File details come from the government source that posted it. Updated Sep 16, 2024.