Plans_PHASE II 25082.pdf

PDF 16 MB Posted May 26, 2026

Attached to: 472/25082. RLO; Oaks C. F. - Generator, ATS, Switchgear PH II
Solicitation number: RFQ 171 260000000325 1
Issued by: Macomb County, Mcbride Village, Michigan

About this file

Written by GovTribe AI · May 28, 2026

This is an architectural and engineering design document for Phase II of a construction project involving the Michigan Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division, for the Oaks Correctional Facility located in Manistee, Michigan. The project encompasses the design and construction of an emergency generator, aboveground storage tank (AST), and primary switchgear replacement addition to Warehouse Building 500. The addition measures approximately 1,579 square feet and includes detailed architectural plans, structural specifications, and mechanical systems. Key deliverables include foundation and footing plans, floor and slab plans, floor plans showing the generator pad, switchgear pad, and day tank, header plans, reflected ceiling plans, roof framing and plans, building sections, wall sections, elevations, and comprehensive details for construction. The design documents indicate project phases with a 50% review dated November 21, 2025, a 90% review dated May 13, 2026, and a bidding phase completion date of May 22, 2026. The consultant is NF Engineers, a civil engineering firm, with support from Matrix Consulting Engineers, Inc.

The design specifications include detailed structural requirements such as concrete mixes for exterior footings with 4,500 PSI compressive strength and slabs on grade with 4,000 PSI strength, reinforcing steel conforming to ASTM A615 Grade 60, and masonry construction using 10-inch concrete masonry units with vertical reinforcement. The facility is designed to accommodate wind loads with 115 MPH ultimate wind speeds (89 MPH allowable working stress design) under Exposure B at Risk III, snow loads of 60 PSF, and seismic design requirements for Seismic Design Category B with Site Class D. Construction materials include new EPDM roofing with polyiso insulation, rigid foam insulation (R-12 to R-30 minimum), utility brick matching existing masonry, steel open bar joist framing at 5-foot on-center spacing, and mechanical systems including new exhaust and intake louvers, roof drains with cow tongue drainage, and connections to an 800 KW generator with new fuel storage and distribution infrastructure. The document includes comprehensive plumbing and mechanical schedules, abbreviations, symbols, and installation notes specifying compliance with Michigan Plumbing Code, Michigan Mechanical Code, NFPA 13 for fire suppression design, and integration with existing facility systems at the Oaks Correctional Facility.

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TITLE PAGE

file no.

checked by drawn by consultant issue date contract order no.

472MBPMAINTPROJ

consultant job no.

250339.00

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472/25082.RLO

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10/13/2025 50% PHASE II-REVIEW

05/15/2026 90% PHASE II-REVIEW

05/22/2026 BIDDING

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LEGEND

REMOVAL LEGEND

DEMOLITION PLAN

(1" = 10' SCALE)

PAVING/GRADING PLAN

(1" = 10' SCALE)

1" = 10' 0510 5 10 5

PAVING LEGEND

CONCRETE PAVEMENT SECTION

SILT FENCE DETAIL

SECTION A-A

FRONT VIEW

PLAN VIEW

SECTION B-B

SILT SACK FILTER DETAIL

BAG DETAIL

INSTALLATION DETAIL

STEEL BOLLARD DETAIL

CONCRETE SIDEWALK SECTION

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FOR EXTERIOR FOOTINGS

ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS:

NOT LESS THAN 4,500 PSI.

CEMENT CONTENT:

NOT LESS THAN 560 POUNDS PER CUBIC YARD

WATER / CEMENT RATIO:

NOT MORE THAN 0.45

SLUMP:

NOT MORE THAN 4 INCHES

MODULUS OF RUPTURE AT 28 DAYS:

NOT LESS THAN 575 PSI

FOR SLABS ON GRADE

ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS:

NOT LESS THAN 4,000 PSI.

CEMENT CONTENT:

NOT LESS THAN 550 POUNDS PER CUBIC YARD

WATER / CEMENT RATIO:

NOT MORE THAN 0.48

SLUMP:

NOT MORE THAN 3 INCHES

MODULUS OF RUPTURE AT 28 DAYS:

NOT LESS THAN 550 PSI

REINFORCEMENT SHALL BE DEFORMED STEEL BARS

CONFORMING TO ASTM A615 OR A996, GRADE 60.

'S-1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE ROOF LOADS

DEAD LOAD: TOP CHORD: 10 PSF

BOTTOM CHORD: 10 PSF

LIVE LOAD: 20 PSF

WIND LOADS

3 SECONDS GUST WIND SPEED

VULT= 115 MPH VASD= 89 MPH

EXPOSURE= B

RISK= III

SNOW LOAD: 60 PSF

DESIGN LOAD OF SOIL: 2,500 LBS/SQ.FT.

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

ADDITION SQ.FT. - 1,579 SQ.FT.

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%%UFOOTING PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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GENERATOR ADDITION

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NORTH

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SHEET NUMBER

AutoCAD SHX Text file no.

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472MBPMAINTPROJ

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AutoCAD SHX Text 250339.00

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CONSULTING ENGINEERS, INC

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FAX: 517.487.2544

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PHONE: 517.487.2511

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LANSING, MI 48917

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544 CHERBOURG DRIVE

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MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

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OAKS CORRECTIONAL FACILITY

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472/25082.RLO

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EMERGENCY GENERATOR, AST &

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1500 CABERFAE HWY

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MANISTEE, MI 49660

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PRIMARY SWITCHGEAR REPLACEMENT

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KJM

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DJS

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PHASE 500 - 50%%% 11/21/25

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AutoCAD SHX Text NEW 1'-6" WIDE CONCRETE STEM WALL WITH (2) #5 BARS AT TOP AND BOTTOM WITH 3" MIN. COVERAGE. TRENCH FOOTING HAS A 8" BRICK LEDGE THAT IS 1" ABOVE A 10" CMU LEDGE

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TOP OF CONCRETE STEM WALL CMU LEDGE = 99'-4" EL.

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BOTTOM OF CONCRETE STEM WALL = 97'-6" EL.

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EXISTING CATCH BASIN, SEE CIVIL DRAWINGS

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EXISTING CONCRETE FOOTING TO REMAIN

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%%USITE & SUBGRADE PREPARATION

AutoCAD SHX Text TREES AND VEGETATION IN THE CONSTRUCTION AREA SHOULD BE CLEARED AND REMOVED AS PART OF SUBGRADE PREPARATION. THE TOPSOIL SHOULD BE REMOVED TO THE EXTENT THAT ALL SOIL WITH AN ORGANIC CONTENT OF 3.0 PERCENT OR GREATER IS REMOVED. SOIL CONTAINING ROOTS SHOULD BE REMOVED TO THE EXTENT THAT THE ROOT CONTENT BY VOLUME IS 5.0 PERCENT OR LESS. ALL ROOTS OVER 0.5 INCHES IN DIAMETER SHOULD BE REMOVED. THE AVERAGE AMOUNT OF TOPSOIL ANTICIPATED TO BE REMOVED IS 5.0 INCHES. FILL AND EXCAVATION MAY BE REQUIRED TO ACHIEVE THE DESIRED GRADE. EXCAVATED SAND MAY BE RETAINED FOR USE AS FILL IN AREAS WHERE DRAINAGE IS NOT A CONSIDERATION. IN-SITU SAND SHOULD BE COMPACTED TO 95.0 PERCENT OF ITS MAXIMUM DENSITY PRIOR TO PLACEMENT OF FILL. SAND NOT MEETING THIS REQUIREMENT SHOULD BE RECOMPACTED. FILL SHOULD BE PLACED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE "FILL" SECTION OF THIS REPORT. THE FILL SHOULD BE COMPACTED TO 95.0 PERCENT OF ITS MAXIMUM DENSITY TO ITS FULL DEPTH. SOIL BROUGHT TO THE SITE FOR FILL SHOULD BE CLEAN SAND MEETING MDOT CLASS II SPECIFICATIONS. THE SOIL WHICH WILL BE USED FOR FILL SHOULD BE KEPT FREE OF TOPSOIL AND OTHER ORGANIC MATERIALS. COMPACTION TESTS ARE RECOMMENDED TO CHECK THE COMPACTION OF THE NEW FILL.

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%%UFOOTING

AutoCAD SHX Text FILL BELOW THE BUILDING SHOULD BE COMPACTED TO A DENSITY OF 95.0 PERCENT OF THE SOIL’S MAXIMUM DENSITY TO ITS FULL DEPTH. IN-SITU SAND SHOULD BE COMPACTED S MAXIMUM DENSITY TO ITS FULL DEPTH. IN-SITU SAND SHOULD BE COMPACTED TO 95.0 PERCENT OF THE SAND’S MAXIMUM DENSITY. COMPACTION TESTS SHOULD BE S MAXIMUM DENSITY. COMPACTION TESTS SHOULD BE PERFORMED IN THE FOUNDATION SUBGRADE TO VERIFY THESE LEVELS OF COMPACTION. SOILS NOT EXCEEDING THE MINIMUM DENSITY SHOULD BE RECOMPACTED. IF FOUNDATIONS ARE CONSTRUCTED ON CLAY, THE IN-SITU CLAY SHOULD BE DRY AND LEVEL TO ENSURE PROPER CONTACT BETWEEN THE SUBGRADE AND CONCRETE. FOUNDATIONS SHOULD NOT BE CONSTRUCTED ON FROZEN SOIL. DURING COLD WEATHER CONSTRUCTION, THE FOUNDATION SUBGRADE AND FOUNDATIONS SHOULD BE PROTECTED FROM FREEZING WITH INSULATED BLANKETS UNTIL BACKFILL IS PLACED OVER BOTH SIDES OF THE FOUNDATION. FOUNDATIONS THAT ARE DAMAGED BY FROST HEAVE SHOULD BE REPLACED.

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%%UCONCRETE MIXES

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%%UREINFORCING

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FOOTING PLAN

AutoCAD SHX Text NEW 5'-0" X 5'-0" X 4'-0" MASS POUR CONCRETE STOOP WITH #5 BAR 12" O.C. BOTH WAYS AT BOTTOM WITH 3" MIN. COVERAGE, CENTERED ON MAN DOOR OPENING

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TOP OF STOOP = 100'-0" EL.

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BOTTOM OF STOOP = 96'-0" EL.

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EXISTING CATCH BASIN, SEE CIVIL DRAWINGS

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%%UDESIGN LOADS

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%%USTRUCTURE INFO.

AutoCAD SHX Text NEW 1'-6" WIDE CONCRETE STEM WALL WITH (2) #5 BARS AT TOP AND BOTTOM WITH 3" MIN. COVERAGE.

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TOP OF CONCRETE STEM WALL AT DOOR = 100'-0" EL.

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BOTTOM OF CONCRETE STEM WALL = 97'-6" EL.

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STEP IN FOOTING

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STEP IN FOOTING

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AutoCAD SHX Text A-302

AutoCAD SHX Text NEW 1'-6" WIDE CONCRETE STEM WALL WITH (2) #5 BARS AT TOP AND BOTTOM WITH 3" MIN. COVERAGE

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STEP IN FOOTING

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STEP IN FOOTING

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TOP OF CONCRETE STEM WALL AT DOOR = 100'-0" EL.

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BOTTOM OF CONCRETE STEM WALL = 97'-6" EL.

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NEW 4" (R-20 MIN.) VERTICAL INSULATION, TOP OF SLAB TO 2'-0" BELOW SLAB, TYP.

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PHASE 500 - 90%%% 5/13/26

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TOP OF CONCRETE STEM WALL BRICK LEDGE = 99'-5" EL.

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BOTTOM OF CONCRETE STEM WALL = 97'-6" EL.

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TOP OF SPREAD FOOTING = 97'-6" EL.

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BOTTOM OF SPREAD FOOTING = 96'-0" EL.

AutoCAD SHX Text NEW 2'-2" WIDE X 1'-6" DEEP CONCRETE SPREAD FOOTING WITH (3) #5 BARS AT TOP AND BOTTOM WITH 3" MIN. COVERAGE. FOOTING DESIGN ASSUME SOIL BEARING CAPACITY OF 2,500 LBS/SQ.FT.

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BID 5/22/26

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REINFORCEMENT SHALL BE DEFORMED STEEL BARS

CONFORMING TO ASTM A615 OR A996, GRADE 60.

ROOF LOADS

DEAD LOAD: TOP CHORD: 10 PSF

BOTTOM CHORD: 10 PSF

LIVE LOAD: 20 PSF

WIND LOADS

3 SECONDS GUST WIND SPEED

VULT= 115 MPH VASD= 89 MPH

EXPOSURE= B

RISK= III

SNOW LOAD: 60 PSF

DESIGN LOAD OF SOIL: 2,500 LBS/SQ.FT.

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

'S-1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ.FT. - 1,579 SQ.FT.

FOR EXTERIOR FOOTINGS

ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS:

NOT LESS THAN 4,500 PSI.

CEMENT CONTENT:

NOT LESS THAN 560 POUNDS PER CUBIC YARD

WATER / CEMENT RATIO:

NOT MORE THAN 0.45

SLUMP:

NOT MORE THAN 4 INCHES

MODULUS OF RUPTURE AT 28 DAYS:

NOT LESS THAN 575 PSI

FOR SLABS ON GRADE

ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS:

NOT LESS THAN 4,000 PSI.

CEMENT CONTENT:

NOT LESS THAN 550 POUNDS PER CUBIC YARD

WATER / CEMENT RATIO:

NOT MORE THAN 0.48

SLUMP:

NOT MORE THAN 3 INCHES

MODULUS OF RUPTURE AT 28 DAYS:

NOT LESS THAN 550 PSI

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%%USLAB PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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GENERATOR ADDITION

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NORTH

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100'-3" EL.

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EXISTING CATCH BASIN TO REMAIN

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SHEET NUMBER

AutoCAD SHX Text file no.

AutoCAD SHX Text checked by

AutoCAD SHX Text drawn by

AutoCAD SHX Text consultant

AutoCAD SHX Text issue date

AutoCAD SHX Text contract order no.

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472MBPMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 250339.00

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CONSULTING ENGINEERS, INC

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FAX: 517.487.2544

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PHONE: 517.487.2511

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LANSING, MI 48917

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544 CHERBOURG DRIVE

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MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

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OAKS CORRECTIONAL FACILITY

AutoCAD SHX Text 22612.00

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472/25082.RLO

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EMERGENCY GENERATOR, AST &

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1500 CABERFAE HWY

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MANISTEE, MI 49660

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PRIMARY SWITCHGEAR REPLACEMENT

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KJM

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AutoCAD SHX Text NEW 4" CONCRETE SLAB WITH 6 X 6 X 1.4 WWF ON 10-MIL VAPOR BARRIER ON 6" COMPACTED SAND

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NEW CONTROL JOINTS, TYP.

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NEW ISOLATION JOINT AROUND ENTIRE PAD, TYP.

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NEW CURE AND SEAL FLOOR AND PAD FINISH BY 'AQURON' OR APPROVED EQUAL

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NEW ISOLATION JOINT AROUND ENTIRE PAD, TYP.

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AutoCAD SHX Text NEW 7" CONCRETE PAD WITH #4 BARS AT 12" O.C. AT BOTTOM WITH 3" MIN. COVERAGE, 4,000 PSI CONCRETE

AutoCAD SHX Text NEW CONCRETE INFILL OVER EXISTING CONCRETE FOOTING AFTER MASONRY REMOVAL FOR NEW FUTURE DOOR

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REMOVE AND DISPOSE OF EXISTING PORTION OF CMU WALL AND BRICK FOR FUTURE NEW DOOR

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SLAB PLAN

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PHASE 500 - 50%%% 11/21/25

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EXISTING CATCH BASIN, SEE CIVIL DRAWINGS

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NEW SWITCHGEAR PAD

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NEW GENERATOR PAD

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100'-3" EL.

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100'-0" EL

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FUEL TANK

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PHASE 500 - 90%%% 5/13/26

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NEW 7" STEP

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100'-0" EL

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99'-5" EL

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BID 5/22/26

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ROOF LOADS

DEAD LOAD: TOP CHORD: 10 PSF

BOTTOM CHORD: 10 PSF

LIVE LOAD: 20 PSF

WIND LOADS

3 SECONDS GUST WIND SPEED

VULT= 115 MPH VASD= 89 MPH

EXPOSURE= B

RISK= III

SNOW LOAD: 60 PSF

DESIGN LOAD OF SOIL: 2,500 LBS/SQ.FT.

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

'S-1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ.FT. - 1,579 SQ.FT.

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%%UFLOOR PLAN

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GENERATOR ADDITION

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NORTH

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AutoCAD SHX Text contract order no.

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472MBPMAINTPROJ

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AutoCAD SHX Text 250339.00

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CONSULTING ENGINEERS, INC

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FAX: 517.487.2544

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PHONE: 517.487.2511

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LANSING, MI 48917

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544 CHERBOURG DRIVE

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MATRIX PROJECT:

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OAKS CORRECTIONAL FACILITY

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472/25082.RLO

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EMERGENCY GENERATOR, AST &

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MANISTEE, MI 49660

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PRIMARY SWITCHGEAR REPLACEMENT

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KJM

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AutoCAD SHX Text NEW 10" CMU BLOCK WALL WITH (1) #5 VERTICAL REINFORCING WITH SAME CORES GROUTED SOLID AT 2'-0" O.C., TYP.

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EXISTING CATCH BASIN, SEE CIVIL DRAWINGS

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%%UDESIGN LOADS

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NEW SWITCHGEAR

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NEW GENERATOR

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NEW DAY TANK

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NEW R-12 MIN. (2 1/2" THICK) CONTINUOUS RIGID INSULATION, TAPE ALL SEAMS, TYP.

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NEW 4X4X12 UTILITY BRICK TO MATCH EXISTING WITH BRICK TIES AT 16" O.C., TYP.

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NEW 2" APPROX. AIR GAP, TYP.

AutoCAD SHX Text NEW 10'-0" WIDE X 10'-0" INSULATED SECTIONAL OVERHEAD DOOR WITH WINDOWS AND TRACK BY 'OVERHEAD DOOR' MODEL 432 OR EQUAL AND 1/2 HP MOTOR BY 'OVERHEAD DOOR' OR EQUAL

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NEW 8'-0" X 6'-0" METAL INTAKE LOUVER, SEE MECHANICAL DRAWINGS

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NEW 8'-0" X 6'-0" METAL EXHAUST LOUVER, SEE MECHANICAL DRAWINGS, TYP.

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FLOOR PLAN

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PHASE 500 - 50%%% 11/21/25

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EXISTING CATCH BASIN, SEE CIVIL DRAWINGS

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING PORTION OF CMU WALL AND BRICK FOR FUTURE NEW DOOR, PROVIDE TEMPORARY SHORING AS REQUIRED FOR NEW LINTELS

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FUEL TANK

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PHASE 500 - 90%%% 5/13/26

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NEW 4" DIA. ROOF DRAIN WITH COW TONGUE FOR DRAINAGE TO GRADE

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NEW 4" DIA. ROOF DRAIN WITH COW TONGUE FOR DRAINAGE TO GRADE

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%%USTRUCTURE INFO.

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WALL FINISH

AutoCAD SHX Text %%uFINISH LEGEND

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XXX

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XXX

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XXX

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%%UFINISH KEY%%U

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WALL BASE

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FLOOR FINISH

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XXX

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CEILING FINISH

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STYLE: 2000 CURE AND SEAL

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FS-1

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COLOR: CLEAR

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'AQURON'

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FLOOR SEALER

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COLOR: TO MATCH EXISTING

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FINISH: TO MATCH EXISTING

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PAINT (CEILING)

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'SHERWIN WILLIAMS'

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COLOR: TO MATCH EXISTING

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FINISH: TO MATCH EXISTING

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PAINT (INTERIOR HIGHER PORTION OF WALLS)

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'SHERWIN WILLIAMS'

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NOTE: APPLY PER MANUFACTURER'S

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INSTRUCTIONS

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NOTE: APPLY PER MANUFACTURER'S

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INSTRUCTIONS

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PAINT (DOORS AND FRAMES)

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COLOR: TO MATCH EXISTING

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FINISH: TO MATCH EXISTING

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'SHERWIN WILLIAMS'

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INSTRUCTIONS

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COLOR: TO MATCH EXISTING

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FINISH: TO MATCH EXISTING

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PAINT (INTERIOR LOWER PORTION OF WALLS)

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'SHERWIN WILLIAMS'

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INSTRUCTIONS

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FS-1

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AutoCAD SHX Text NEW PAINT FINISH, (P-3) TO MATCH EXISTING COLOR AND HEIGHT AND (P-2) TO MATCH EXISTING FOR THE REMAINING, TYP.

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AutoCAD SHX Text PARALLEL CLOSER - PUSH SIDE - NO HOLD OPEN PROVIDE NEW 'LCN' CLOSER #4210 SERIES. PARALLEL (PUSH SIDE) MOUNTING. FINISH 689 ALUMINUM. PROVIDE 4210-3077EDA, EXTRA HEAVY DUTY ARM.

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AutoCAD SHX Text BALL BEARING- NON REMOVABLE PIN PROVIDE NEW HINGES, 1 1/2 PAIR PER LEAF, 4 1/2" X 4 1/2", WITH BALL BEARINGS, NON-REMOVABLE PIN, BB1199 BY 'HAGER' OR EQUAL. FINISH US32D.

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AutoCAD SHX Text APPLIED BRUSH TYPE DOOR SWEEP PROVIDE NEW DOOR SWEEP BY 'REESE' WEATHERSTRIP 354 - NYLON BRUSH INSERT OR EQUAL. FINISH ALUMINUM MILL.

AutoCAD SHX Text ALUM THRESHOLD PROVIDE NEW HEAVY DUTY LATCHING PANIC EXIT SADDLE THRESHOLD BY 'PEMKO' 1700 SERIES OR EQUAL. FINISH 'A'. VERIFY IN FIELD EXACT WIDTH, LENGTH AND MATCH DEPTH OF FRAME.

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GS1

AutoCAD SHX Text WEATHERSTRIP THERMAL SEAL - PROVIDE NEW ADHESIVE GASKETING BY 'PEMKO' MODEL #PK33 OR EQUAL. FINISH 'BL' BLACK.

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DOOR

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HINGES

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CLOSERS

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DOOR SWEEP

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THRESHOLD

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GASKETS AND SEALS

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DOOR SCHEDULE

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DOOR

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NO.

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OPEN. SIZE

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DOOR

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TYPE

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DOOR

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TYPE

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FRAME

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CLOSER

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FRAME

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LATCH

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HINGES

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STEEL

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STEEL

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AutoCAD SHX Text ALL DOOR SIZE DIMENSIONS GIVEN ARE APPROXIMATE. DOOR SUPPLIER SHALL FIELD VERIFY EXACT REQUIREMENTS.

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FRAME

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DOOR SWEEP

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THRESHOLD

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GASKETS

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GENERAL NOTES

AutoCAD SHX Text STEEL - INSULATED - NARROW LITE TO MATCH EXISTING DIMENSIONS PROVIDE NEW 'STEELCRAFT' B SERIES STEEL STIFFENED DOOR WITH FIBERGLASS INSULATION. EXTERIOR TO BE 14 GAUGE GALVANNEALED STEEL WITH SEAMLESS WELDED EDGE CONSTRUCTION BW14 LEVEL 4. PROVIDE LOW PROFILE LITE KIT L-FRA100-SP GALVANNEAL - A40 STEEL BY 'NATIONAL GUARD PRODUCTS, INC.' LITE TO BE TO MATCH EXISTING DIMENSIONS. LOCATE ABOVE HANDLE. PROVIDE TORX . PROVIDE TORX PROVIDE TORX SECURITY SCREWS. PRIME FINISH.

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AutoCAD SHX Text STEEL - INSULATED - FLUSH PROVIDE NEW 'STEELCRAFT' B SERIES STEEL STIFFENED DOOR WITH FIBERGLASS INSULATION. EXTERIOR TO BE 14 GAUGE GALVANNEALED STEEL WITH SEAMLESS WELDED EDGE CONSTRUCTION BW14 LEVEL 4. PRIME FINISH.

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GLAZING

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GL1.

AutoCAD SHX Text EXTERIOR - OUTSIDE SECURED AREA - NON FIRE RATED 1" TEMPERED INSULATED LOW-E GLAZING (TINT TO MATCH EXISTING)

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GLAZING

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LS1

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AutoCAD SHX Text STEEL FRAME - 14 GA PROVIDE NEW 'STEELCRAFT' F SERIES DOOR FRAME WITH 4" HEADER AND 2" JAMBS. FRAME TO BE AN F14, 14 GAUGE GALVANNEALED DOUBLE RABBET WITH WELDED CORNERS AND AUXILIARY HINGE REINFORCEMENT 3HR0103P002-GL. PROVIDE FRAME BACK COATING FINISH BY 'STEELCRAFT'. PROVIDE BACK COATING AND GROUT FRAME SOLID. PRIME FINISH. PAINT TO MATCH EXISTING.

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DS1

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GS1

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LS1

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LS2

AutoCAD SHX Text MECHANICAL - MORTISE LOCK - STOREROOM FUNCITON PROVIDE NEW MORTISE LOCK BY 'BEST' 45 SERIES, WITH 'BEST' 7 PIN SMALL FORMAT INTERCHANGEABLE CORE. MODEL #45H7D15M626. STAINLESS STEEL FINISH. WITH LEVER HANDLES

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LOCKSET

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LS2

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AutoCAD SHX Text MECHANICAL - PANIC BAR - DOG WITH KEY - EXTERIOR LOCK PROVIDE NEW EXIT DEVICE BY 'ACCENTRA' 7100 SERIES, WITH EXTERIOR TRIM STOREROOM CYLINDER CONTROLS T-PIECE, 633F. FINISH 626. WITH CYLINDER DOGGING.

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AutoCAD SHX Text STEEL FRAME - 14 GA PROVIDE NEW 'STEELCRAFT' F SERIES CUSTOM DOOR FRAME WITH 2" JAMBS. FRAME TO BE AN F14, 14 GAUGE GALVANNEALED DOUBLE RABBET WITH WELDED CORNERS AND AUXILIARY HINGE REINFORCEMENT 3HR0103P002-GL. PROVIDE BACK COATING AND GROUT FRAME SOLID. PRIME FINISH. PAINT TO MATCH EXISTING.

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STEEL

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STEEL

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GL1

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DEAD LOAD: TOP CHORD: 10 PSF

BOTTOM CHORD: 10 PSF

LIVE LOAD: 20 PSF

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3 SECONDS GUST WIND SPEED

VULT= 115 MPH VASD= 89 MPH

EXPOSURE= B

RISK= III

SNOW LOAD: 60 PSF

DESIGN LOAD OF SOIL: 2,500 LBS/SQ.FT.

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

'S-1' - MODERATE-HAZARD STORAGE

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ADDITION SQ.FT. - 1,579 SQ.FT.

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%%UHEADER PLAN

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GENERATOR ADDITION

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NORTH

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SHEET NUMBER

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472MBPMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 250339.00

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CONSULTING ENGINEERS, INC

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FAX: 517.487.2544

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PHONE: 517.487.2511

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LANSING, MI 48917

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544 CHERBOURG DRIVE

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MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

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OAKS CORRECTIONAL FACILITY

AutoCAD SHX Text 22612.00

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472/25082.RLO

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EMERGENCY GENERATOR, AST &

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1500 CABERFAE HWY

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MANISTEE, MI 49660

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PRIMARY SWITCHGEAR REPLACEMENT

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KJM

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DJS

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HEADER PLAN

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PHASE 500 - 50%%% 11/21/25

AutoCAD SHX Text NEW (1) COURSE CMU LINTEL WITH 8" BEARING ON EACH END AND GROUT CORES BELOW BEARING SOLID, TYP.

AutoCAD SHX Text NEW (3) COURSE CMU LINTEL WITH 8" BEARING ON EACH END AND GROUT CORES BELOW BEARING SOLID, TYP.

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AutoCAD SHX Text NEW (3) COURSE CMU LINTEL WITH 8" BEARING ON EACH END AND GROUT CORES BELOW BEARING SOLID, TYP.

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NEW L5X6X3/8" STEEL ANGLE BRICK LINTEL

AutoCAD SHX Text NEW (1) COURSE CMU LINTEL WITH 8" BEARING ON EACH END AND GROUT CORES BELOW BEARING SOLID, TYP.

AutoCAD SHX Text NEW L5X6X3/8" STEEL ANGLE BRICK LINTEL WITH 8" X 3/8" STEEL PLATE WELDED TO BOTTOM OF ANGLE TO COVER AIR SPACE AND INSULATION

AutoCAD SHX Text NEW (3) COURSE CMU LINTEL WITH 8" BEARING ON EACH END AND GROUT CORES BELOW BEARING SOLID, TYP.

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%%UDESIGN LOADS

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PHASE 500 - 90%%% 5/13/26

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NEW L5X6X3/8" STEEL ANGLE BRICK LINTEL

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%%USTRUCTURE INFO.

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NEW L5X6X3/8" STEEL ANGLE BRICK LINTEL

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NEW L5X6X3/8" STEEL ANGLE BRICK LINTEL

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NEW L5X6X3/8" STEEL ANGLE BRICK LINTEL

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NEW L5X6X3/8" STEEL ANGLE BRICK LINTEL

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BID 5/22/26

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GROUT ENTIRE PORTION OF CMU WALL SOLID FROM MASONRY LINTEL DOWN TO STEM WALL

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GROUT ENTIRE PORTION OF CMU WALL SOLID FROM MASONRY LINTEL DOWN TO STEM WALL

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FUEL TANK

NEW L5X6X3/8" STEEL ANGLE BRICK LINTEL

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DEAD LOAD: TOP CHORD: 10 PSF

BOTTOM CHORD: 10 PSF

LIVE LOAD: 20 PSF

WIND LOADS

3 SECONDS GUST WIND SPEED

VULT= 115 MPH VASD= 89 MPH

EXPOSURE= B

RISK= III

SNOW LOAD: 60 PSF

DESIGN LOAD OF SOIL: 2,500 LBS/SQ.FT.

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

'S-1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ.FT. - 1,579 SQ.FT.

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%%UREFLECTED CEILING PLAN

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GENERATOR ADDITION

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NORTH

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AutoCAD SHX Text file no.

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AutoCAD SHX Text 250339.00

AutoCAD SHX Text

CONSULTING ENGINEERS, INC

AutoCAD SHX Text

FAX: 517.487.2544

AutoCAD SHX Text

PHONE: 517.487.2511

AutoCAD SHX Text

LANSING, MI 48917

AutoCAD SHX Text

544 CHERBOURG DRIVE

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text

OAKS CORRECTIONAL FACILITY

AutoCAD SHX Text 22612.00

AutoCAD SHX Text

472/25082.RLO

AutoCAD SHX Text acct. template

AutoCAD SHX Text

EMERGENCY GENERATOR, AST &

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1500 CABERFAE HWY

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MANISTEE, MI 49660

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PRIMARY SWITCHGEAR REPLACEMENT

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KJM

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DJS

AutoCAD SHX Text NEW EXPOSED CEILING, NEW (P-1) PAINT FINISH FOR METAL DECKING AND STEEL ROOF JOISTS, TYP.

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NEW OVERHEAD DOOR IN OPEN POSITION FOR REFERENCE

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REFLECTED CEILING PLAN

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PHASE 500 - 50%%% 11/21/25

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%%UDESIGN LOADS

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PHASE 500 - 90%%% 5/13/26

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%%USTRUCTURE INFO.

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NEW EXTERIOR WALL PACK, SEE ELECTRICAL DRAWINGS, TYP.

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NEW LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS, TYP.

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NEW EXIT SIGN FIXTURE, SEE ELECTRICAL DRAWINGS, TYP.

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BID 5/22/26

FUEL TANK

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BOTTOM CHORD: 10 PSF

LIVE LOAD: 20 PSF

WIND LOADS

3 SECONDS GUST WIND SPEED

VULT= 115 MPH VASD= 89 MPH

EXPOSURE= B

RISK= III

SNOW LOAD: 60 PSF

DESIGN LOAD OF SOIL: 3,000 LBS/SQ.FT.

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

'S-1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ.FT. - 1,579 SQ.FT.

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NORTH

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SHEET NUMBER

AutoCAD SHX Text file no.

AutoCAD SHX Text checked by

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AutoCAD SHX Text contract order no.

AutoCAD SHX Text

472MBPMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 250339.00

AutoCAD SHX Text

CONSULTING ENGINEERS, INC

AutoCAD SHX Text

FAX: 517.487.2544

AutoCAD SHX Text

PHONE: 517.487.2511

AutoCAD SHX Text

LANSING, MI 48917

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544 CHERBOURG DRIVE

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MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text

OAKS CORRECTIONAL FACILITY

AutoCAD SHX Text 22612.00

AutoCAD SHX Text

472/25082.RLO

AutoCAD SHX Text acct. template

AutoCAD SHX Text

EMERGENCY GENERATOR, AST &

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1500 CABERFAE HWY

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MANISTEE, MI 49660

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PRIMARY SWITCHGEAR REPLACEMENT

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KJM

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DJS

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%%UDESIGN LOADS

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ROOF FRAMING PLAN

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PHASE 500 - 50%%% 11/21/25

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AutoCAD SHX Text NEW STEEL OPEN BAR JOIST ROOF FRAMING AT 5'-0" O.C. AND POCKET JOIST ON 10" CMU WITH BEARING PLATE AND (2) ANCHOR BOLTS EACH END, TYP.

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PHASE 500 - 90%%% 5/13/26

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32LH08

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32LH08

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32LH08

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%%USTRUCTURE INFO.

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AutoCAD SHX Text A-301

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BID 5/22/26

FUEL TANK

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DEAD LOAD: TOP CHORD: 10 PSF

BOTTOM CHORD: 10 PSF

LIVE LOAD: 20 PSF

WIND LOADS

3 SECONDS GUST WIND SPEED

VULT= 115 MPH VASD= 89 MPH

EXPOSURE= B

RISK= III

SNOW LOAD: 60 PSF

DESIGN LOAD OF SOIL: 3,000 LBS/SQ.FT.

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

'S-1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ.FT. - 1,579 SQ.FT.

AutoCAD SHX Text

%%UROOF PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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GENERATOR ADDITION

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NORTH

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SHEET NUMBER

AutoCAD SHX Text file no.

AutoCAD SHX Text checked by

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AutoCAD SHX Text issue date

AutoCAD SHX Text contract order no.

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472MBPMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 250339.00

AutoCAD SHX Text

CONSULTING ENGINEERS, INC

AutoCAD SHX Text

FAX: 517.487.2544

AutoCAD SHX Text

PHONE: 517.487.2511

AutoCAD SHX Text

LANSING, MI 48917

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544 CHERBOURG DRIVE

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MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text

OAKS CORRECTIONAL FACILITY

AutoCAD SHX Text 22612.00

AutoCAD SHX Text

472/25082.RLO

AutoCAD SHX Text acct. template

AutoCAD SHX Text

EMERGENCY GENERATOR, AST &

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1500 CABERFAE HWY

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MANISTEE, MI 49660

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PRIMARY SWITCHGEAR REPLACEMENT

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KJM

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DJS

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%%UDESIGN LOADS

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ROOF PLAN

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NEW 4" DIA. ROOF DRAIN, TYP.

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NEW 4" DIA. ROOF DRAIN, TYP.

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SLOPE

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SLOPE

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NEW METAL COPING TO MATCH EXISTING, TYP.

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PHASE 500 - 50%%% 11/21/25

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NEW 1'-4" X 4" METAL SCUPPER TO MATCH EXISTING

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NEW 1'-4" X 4" METAL SCUPPER TO MATCH EXISTING

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PHASE 500 - 90%%% 5/13/26

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%%USTRUCTURE INFO.

AutoCAD SHX Text NEW EPDM ROOFING OVER NEW 5/8" COVER BOARD OVER NEW R-30 MIN. CONTINUOUS PITCHED POLYISO. INSULATION OVER NEW 1 1/2" 22 GAUGE METAL DECK OVER NEW STEEL OPEN BAR JOIST

AutoCAD SHX Text NEW REGLET FLASHING WITH COUNTERFLASHING, REGLET TO BE 8" MIN. ABOVE ROOFING SURFACE ALONG EXISTING BRICK WALL, TYP.

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AutoCAD SHX Text contract order no.

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472MBPMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 250339.00

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CONSULTING ENGINEERS, INC

AutoCAD SHX Text

FAX: 517.487.2544

AutoCAD SHX Text

PHONE: 517.487.2511

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LANSING, MI 48917

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544 CHERBOURG DRIVE

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MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text

OAKS CORRECTIONAL FACILITY

AutoCAD SHX Text 22612.00

AutoCAD SHX Text

472/25082.RLO

AutoCAD SHX Text acct. template

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EMERGENCY GENERATOR, AST &

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1500 CABERFAE HWY

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MANISTEE, MI 49660

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PRIMARY SWITCHGEAR REPLACEMENT

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KJM

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DJS

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ELEVATIONS

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TOP OF EXISTING BUILDING

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26'-10" +/- EL.

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TOP OF NEW ADDITION

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16'-10 5/16" +/- EL.

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FINISHED FLOOR / DRIVE APPROACH

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100'-0" EL.

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BOTTOM OF FOOTING

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96'-0" EL.

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TOP OF EXISTING BUILDING

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26'-10" +/- EL.

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TOP OF NEW ADDITION

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16'-10 5/16" +/- EL.

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FINISHED FLOOR

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100'-0" EL.

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BOTTOM OF FOOTING

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96'-0" EL.

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WEST ELEVATION

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GENERATOR ADDITION

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EAST ELEVATION

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GENERATOR ADDITION

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NORTH ELEVATION

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NEW 4X4X12 UTILITY BRICK TO MATCH EXISTING, TYP.

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NEW 4X4X12 UTILITY BRICK SOLIDER COURSE TO MATCH EXISTING, TYP.

AutoCAD SHX Text

NEW 4X4X12 UTILITY BRICK SOLIDER COURSE TO MATCH EXISTING, TYP.

AutoCAD SHX Text NEW 10'-0" WIDE X 10'-0" INSULATED SECTIONAL OVERHEAD DOOR WITH WINDOWS, TRACK AND MOTOR

AutoCAD SHX Text NEW 3'-0" WIDE X 7'-0" INSULATED STEEL DOOR WITH WINDOW, STEEL DOOR FRAME AND DOOR HARDWARE TO MATCH EXISTING

AutoCAD SHX Text

NEW 8'-0" X 6'-0" METAL INTAKE LOUVER, SEE MECHANICAL DRAWINGS

AutoCAD SHX Text

NEW 8'-0" X 6'-0" METAL EXHAUST LOUVER, SEE MECHANICAL DRAWINGS

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NEW 4X4X12 UTILITY BRICK TO MATCH EXISTING, TYP.

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NEW 4X4X12 UTILITY BRICK SOLIDER COURSE TO MATCH EXISTING, TYP.

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NEW 4X4X12 UTILITY BRICK SOLIDER COURSE TO MATCH EXISTING, TYP.

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NEW EXTERIOR WALL PACK, SEE ELECTRICAL DRAWINGS

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PHASE 500 - 50%%% 11/21/25

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NEW METAL SCUPPER TO MATCH EXISTING

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EXISTING METAL SCUPPER TO REMAIN

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AutoCAD SHX Text A-302

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GRADE

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99'-6" EL.

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GRADE

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99'-6" EL.

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NEW COW TONGUE DRAIN, TYP.

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PHASE 500 - 90%%% 5/13/26

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NEW EXTERIOR WALL PACK, SEE ELECTRICAL DRAWINGS

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NEW METAL COPING TO MATCH EXISTING

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NEW METAL COPING TO MATCH EXISTING

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NEW MASONRY CONTROL JOINT, TYP.

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NEW MASONRY CONTROL JOINT, TYP.

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SHEET NUMBER

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AutoCAD SHX Text checked by

AutoCAD SHX Text drawn by

AutoCAD SHX Text consultant

AutoCAD SHX Text issue date

AutoCAD SHX Text contract order no.

AutoCAD SHX Text

472MBPMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 250339.00

AutoCAD SHX Text

CONSULTING ENGINEERS, INC

AutoCAD SHX Text

FAX: 517.487.2544

AutoCAD SHX Text

PHONE: 517.487.2511

AutoCAD SHX Text

LANSING, MI 48917

AutoCAD SHX Text

544 CHERBOURG DRIVE

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text

OAKS CORRECTIONAL FACILITY

AutoCAD SHX Text 22612.00

AutoCAD SHX Text

472/25082.RLO

AutoCAD SHX Text acct. template

AutoCAD SHX Text

EMERGENCY GENERATOR, AST &

AutoCAD SHX Text sheet description

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1500 CABERFAE HWY

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MANISTEE, MI 49660

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PRIMARY SWITCHGEAR REPLACEMENT

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KJM

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DJS

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BUILDING SECTIONS

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TOP OF NEW ADDITION

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16'-10 5/16" +/- EL.

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FINISHED FLOOR

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100'-0" EL.

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BOTTOM OF FOOTING

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96'-0" EL.

AutoCAD SHX Text A-101

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AutoCAD SHX Text 3/8" = 1'-0"

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GENERATOR ADDITION

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BUILDING SECTION

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AutoCAD SHX Text 3/8" = 1'-0"

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GENERATOR ADDITION

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BUILDING SECTION

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NEW 8'-0" X 6'-0" METAL INTAKE LOUVER

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NEW 4X4X12 UTILITY BRICK TO MATCH EXISTING WITH BRICK TIES AT 16" O.C., TYP.

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NEW 4X4X12 UTILITY BRICK SOLIDER COURSE TO MATCH EXISTING, TYP.

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NEW R-20 CONTIUOUS RIGID INSULATION, 24" VERTICAL FROM TOP OF SLAB

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NEW METAL COPING TO MATCH EXISTING WITH NEW WOOD BLOCKING

AutoCAD SHX Text NEW EPDM ROOFING MEMBRANE OVER NEW 5/8" COVER BOARD OVER NEW R-30 MIN. CONTINUOUS PITCHED POLYISO. INSULATION OVER NEW 1 1/2" 22 GAUGE METAL DECK OVER NEW STEEL OPEN BAR JOIST

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AutoCAD SHX Text A-401

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PHASE 500 - 50%%% 11/21/25

AutoCAD SHX Text NEW 10'-0" WIDE X 10'-0" INSULATED SECTIONAL OVERHEAD DOOR WITH WINDOWS, TRACK AND MOTOR

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AutoCAD SHX Text A-401

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GRADE

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99'-6" EL.

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NEW 4X4X12 UTILITY BRICK SOLIDER COURSE TO MATCH EXISTING, TYP.

AutoCAD SHX Text NEW 10" CMU BLOCK WALL WITH (1) #5 VERTICAL REINFORCING WITH SAME CORES GROUTED SOLID AT 2'-0" O.C., NEW PAINT FINISH TO MATCH EXISTING ON THE INTERIOR SIDE OF WALL ONLY, TYP.

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NEW R-12 MIN. (2 1/2" THICK) CONTINUOUS RIGID INSULATION, TYP.

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NEW 2" APPROX. AIR GAP, TYP.

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NEW 10" CMU BOND BEAM

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TOP OF NEW ADDITION

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16'-10 5/16" +/- EL.

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JOIST BEARING

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14'-8" EL.

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TOP OF FOOTING / FINISHED FLOOR / DRIVE APPROACH

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100'-0" EL.

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BOTTOM OF FOOTING

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96'-0" EL.

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JOIST BEARING

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14'-0" EL.

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NEW 8'-0" X 6'-0" METAL INTAKE LOUVER

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NEW 4X4X12 UTILITY BRICK TO MATCH EXISTING WITH BRICK TIES AT 16" O.C., TYP.

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NEW 4X4X12 UTILITY BRICK SOLIDER COURSE TO MATCH EXISTING, TYP.

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NEW R-20 CONTIUOUS RIGID INSULATION, 24" VERTICAL FROM TOP OF SLAB

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NEW METAL COPING TO MATCH EXISTING WITH NEW WOOD BLOCKING

AutoCAD SHX Text NEW EPDM ROOFING MEMBRANE OVER NEW 5/8" COVER BOARD OVER NEW R-30 MIN. CONTINUOUS PITCHED POLYISO. INSULATION OVER NEW 1 1/2" 22 GAGUE METAL DECK OVER NEW STEEL OPEN BAR JOIST

AutoCAD SHX Text NEW 10" CMU BLOCK WALL WITH (1) #5 VERTICAL REINFORCING WITH SAME CORES GROUTED SOLID AT 2'-0" O.C., NEW PAINT FINISH TO MATCH EXISTING ON THE INTERIOR SIDE OF WALL ONLY, TYP.

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NEW R-12 MIN. (2 1/2" THICK) CONTINUOUS RIGID INSULATION, TYP.

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NEW 2" APPROX. AIR GAP, TYP.

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NEW TRIPLE 10" CMU MASONRY LINTEL

AutoCAD SHX Text NEW L5X6X3/8" STEEL ANGLE LINTEL WITH 8" X 3/8" STEEL PLATE WELDED TO BOTTOM OF ANGLE TO COVER AIR SPACE AND INSULATION

AutoCAD SHX Text NEW 7" CONCRETE ISOLATION SLAB WITH #4 BARS AT 12" O.C. EACH WAY ONLY BOTTOM WITH 3" MIN. COVERAGE ON 10-MIL VAPOR BARRIER ON 6" COMPACTED SAND

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NEW 8'-0" X 6'-0" METAL EXHAUST LOUVER

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NEW TRIPLE 10" CMU MASONRY LINTEL

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NEW L5X6X3/8" STEEL ANGLE LINTEL

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NEW 10" CMU BOND BEAM

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PHASE 500 - 90%%% 5/13/26

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JOIST BEARING

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14'-8" EL.

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JOIST…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 28, 2026.