472.24069.JGH - Ionia CF - Gen Rplcmnt & AST Install - Bid Set (Civil & Arch.).pdf

PDF 15 MB Posted Apr 29, 2026

Attached to: 472/24069. JGH; Ionia C. F. - Generator, Switchgear, and AST
Solicitation number: RFQ 171 260000000274 1
Issued by: Huron County, Michigan

About this file

Written by GovTribe AI · May 4, 2026

This is a Bid Set document for architectural and civil work related to the Ionia Correctional Facility in Ionia, Michigan, issued by the State of Michigan Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division. The project involves generator and switchgear replacement along with an above-ground storage tank (AST) installation at the facility. The scope of work includes demolition of the existing generator and related equipment, construction of a new 1,942 square-foot generator addition with supporting infrastructure, site restoration, utility modifications including water main relocation and sanitary sewer adjustments, and paving and grading work. The project is classified as "S1" Moderate-Hazard Storage with 2B construction type and includes detailed architectural and civil plans showing floor layouts, structural details, elevations, sections, and foundation designs. The bid set was issued on April 27, 2026, at the 50% review phase (Phase 400) with a scheduled bid date matching that same date. The documentation provides comprehensive construction specifications and design details necessary for contractors to prepare accurate bids.

The architectural and civil plans specify concrete and masonry construction requirements, including concrete mixes with ultimate compressive strength of 4,500 PSI for trench footings and 4,000 PSI for slabs on grade, with reinforcing steel conforming to ASTM A615 Grade 60. The project incorporates structural loads with design specifications including roof loads of 10 PSF dead load and 20 PSF live load, wind speeds of 115 MPH (ultimate) and 89 MPH (allowable stress design), and a snow load of 35 PSF. The addition features masonry walls, EPDM roofing, metal decking, overhead doors with motors, and ventilation systems including intake and exhaust louvers. Soil bearing capacity is assumed at 2,500 pounds per square foot for foundation design. The document does not contain information regarding pricing, set-asides, incumbents, or contract award details, as this is a design and bid documentation set rather than a complete contract solicitation notice.

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Other files

File	Type	Posted
472-24069.JGH Ionia CF Generator_LEIN Request REV 09-2019 (with project header).pdf	PDF	Apr 29, 2026
472.24069.JGH - Ionia CF - Gen Rplcmnt & AST Install - Bid Set (Plumbing, Mech, Elect).pdf	PDF	Apr 29, 2026
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Apr 29, 2026
472-24069.JGH Ionia CF Generator_MICH Spec (4)_Rev_05-25.pdf	PDF	Apr 29, 2026
472-24069.JGH Ionia CF Generator_DTMB-0415 Advertisement (Rev 03-25).pdf	PDF	Apr 29, 2026

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JFS

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Y23461 consultant job no.

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4/27/2026 CD SET

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BENCHMARK

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BURIED UTILITIES AND EXCAVATION REQUIREMENTS

UTILITY CONFLICTS AND VERIFICATION REMOVAL LEGEND

BUILDING 200

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BUILDING 200

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SITE RESTORATION

EARTHWORK NOTE: WATER MAIN SHUTDOWN AND CUTOVER REQUIREMENTS

8-INCH WATER MAIN RELOCATION UTILITY TUNNEL VERIFICATION - HYDRO EXCAVATION

SANITARY SEWER LEAD CROSSING, COVER, AND INSULATION

REQUIREMENTS

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(TO BE FIELD VERIFIED)

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4" ASPHALT PAVING SECTION

8" CONCRETE SECTION 4" CONCRETE SECTION

TRENCH DETAIL G

WATERMAINS UNDER ROADBED OR WITHIN

INFLUENCE OF ROADBEDSILT FENCE DETAIL

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CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

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SHEET NUMBER

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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 DR.

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MATRIX PROJECT:

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IONIA CORRECTIONAL FACILITY

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IONIA, MICHIGAN

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GENERATOR, SWITCHGEAR REPLACEMENT

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AND AST INSTALL

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%%UDEMOLITION PLAN

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EXISTING BUILDING GENERATOR ROOM

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NORTH

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EXISTING GENERATOR EXHAUST DUCT TO BE REMOVED AND DISPOSED

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING PORTION OF CMU AND BRICK WALL APPROXIMATELY 3'-4" X 7'-4" FOR FUTURE DOOR AND FRAME, PROVIDE TEMPORARY SUPPORT TILL LINTELS ARE INSTALLED

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REMOVE AND DISPOSE OF EXISTING IN-WALL INTAKE LOUVER AND ELECTRICAL

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REMOVE AND DISPOSE OF EXISTING EXTERIOR WALL PACK LIGHT FIXTURE

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REMOVE AND DISPOSE OF EXISTING EXHAUST LOUVER AND ELECTRICAL

AutoCAD SHX Text EXISTING 8" CMU WALL AND 4" X 8" BRICK VENEER WITH EXISTING SOLIDER COURSE AT TOP OF WALL AND METAL COPING TO REMAIN, TYP.

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EXISTING 8" CMU WALL TO REMAIN, TYP.

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EXISTING ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS

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EXISTING DOOR, FRAME AND HARDWARE TO REMAIN

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EXISTING DOOR, FRAME AND HARDWARE TO REMAIN

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BID - 4-27-264-27-26

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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: 35 PSF

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

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

REINFORCEMENT SHALL BE DEFORMED STEEL BARS

CONFORMING TO ASTM A615 OR A996, GRADE 60.

FOR TRENCH 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

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

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'S1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ. FT. - 1,942 SQ.FT.

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IONIA CORRECTIONAL FACILITY

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IONIA, MICHIGAN

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472/24069.JGH

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GENERATOR, SWITCHGEAR REPLACEMENT

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AND AST INSTALL

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%%UFOOTING PLAN

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

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NEW GENERATOR ADDITION

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PHASE 400 - 12-22-25 12-22-25 50% REVIEW

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NORTH

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%%UDESIGN LOADS

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%%UCONCRETE MIXES

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%%UREINFORCING

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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.

AutoCAD SHX Text NEW 5'-0" X 5'-0" X 3'-10" 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 TRENCH FOOTING AT DOOR = 100'-0" EL.

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BOTTOM OF TRENCH FOOTING = 96'-2" EL.

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TOP OF MASS STOOP = 100'-0" EL.

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BOTTOM OF MASS STOOP = 96'-2" EL.

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EXISTING BUILDING

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NEW ADDITION

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NEW 3" (R-15 MIN.) VERTICAL INSULATION, TOP OF SLAB TO 2'-0" BELOW SLAB, TYP.

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LINE OF EXISTING BUILDING FOOTING

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LINE OF EXISTING BUILDING FOOTING

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TOP OF TRENCH FOOTING = 99'-8" EL.

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BOTTOM OF TRENCH FOOTING = 96'-2" EL.

AutoCAD SHX Text NEW 1'-4" WIDE X 3'-6" DEEP CONCRETE TRENCH FOOTING WITH (2) #5 CONTINUOUS BAR AT TOP AND BOTTOM WITH 3" MIN. COVERAGE. FOOTING DESIGN ASSUME SOIL BEARING CAPACITY OF 2,500 LBS/SQ.FT.

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AutoCAD SHX Text NEW 1'-4" WIDE X 3'-10" DEEP CONCRETE TRENCH FOOTING AT DOOR OPENINGS WITH (2) #5 CONTINUOUS BAR AT TOP AND BOTTOM WITH 3" MIN. COVERAGE. FOOTING DESIGN ASSUME SOIL BEARING CAPACITY OF 2,500 LBS/SQ.FT.

AutoCAD SHX Text NEW 5'-0" X 5'-0" X 3'-10" 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 MASS STOOP = 100'-0" EL.

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BOTTOM OF MASS STOOP = 96'-2" EL.

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TOP OF TRENCH FOOTING AT DOOR = 100'-0" EL.

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BOTTOM OF TRENCH FOOTING = 96'-2" EL.

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STEP IN FOOTING

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STEP IN FOOTING

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STEP IN FOOTING

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STEP IN FOOTING

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STEP IN FOOTING

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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 DR.

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MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text 24306.00

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DJS

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KJM

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BID - 4-27-264-27-26

%%USTRUCTURE INFO.

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SCALE: N.T.S.

SCOPE OF WORK

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: 35 PSF

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

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

REINFORCEMENT SHALL BE DEFORMED STEEL BARS

CONFORMING TO ASTM A615 OR A996, GRADE 60.

FOR TRENCH 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

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

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'S1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ. FT. - 1,942 SQ.FT.

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IONIA CORRECTIONAL FACILITY

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IONIA, MICHIGAN

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472/24069.JGH

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GENERATOR, SWITCHGEAR REPLACEMENT

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%%USLAB PLAN

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NEW GENERATOR ADDITION

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PHASE 400 - 12-22-25 12-22-25 50% REVIEW

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%%UDESIGN LOADS

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NEW 1/2" ISOLATION JOINT ALONG PERIMETER OF NEW ISOLATION SLAB ON GRADE, TYP.

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TOP OF SLAB ON GRADE = 100'-0" EL.

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TOP OF ISOLATION SLAB ON GRADE = 100'-4" EL.

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

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

AutoCAD SHX Text NEW 8" 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 CONTROL JOINTS, TYP.

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AutoCAD SHX Text SHADED AREA INDICATES TO PROVIDE NEW 4" CONCRETE SLAB INFILL AT NEW ROUGH OPENINGS, ALIGN WITH TOP OF EXISTING AND NEW SLAB

AutoCAD SHX Text SHADED AREA INDICATES TO PROVIDE NEW 4" CONCRETE SLAB INFILL AT REMOVED ISOLATION PAD, ALIGN WITH TOP OF EXISTING SLAB

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TOP OF RAISED PAD = 100'-4" EL.

AutoCAD SHX Text NEW 8" 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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%%UTYP.

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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 DR.

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MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text 24306.00

AutoCAD SHX Text

DJS

AutoCAD SHX Text

KJM

AutoCAD SHX Text

BID - 4-27-264-27-26

AutoCAD SHX Text SHADED AREA INDICATES TO PROVIDE NEW 4" CONCRETE SLAB INFILL AT NEW ROUGH OPENINGS, ALIGN WITH TOP OF EXISTING AND NEW SLAB

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SCALE: N.T.S.

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'S1' - 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: 35 PSF

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

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

M a t r ix

ADDITION SQ. FT. - 1,942 SQ.FT.

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SHEET NUMBER

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AutoCAD SHX Text checked by

AutoCAD SHX Text drawn by

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AutoCAD SHX Text issue date

AutoCAD SHX Text index no.

AutoCAD SHX Text contract order no.

AutoCAD SHX Text Y 23461

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 24306.00

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IONIA CORRECTIONAL FACILITY

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IONIA, MICHIGAN

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472/24069.JGH

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GENERATOR, SWITCHGEAR REPLACEMENT

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AND AST INSTALL

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%%UFLOOR PLAN

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

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NEW GENERATOR ADDITION

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PHASE 400 - 12-22-25 12-22-25 50% REVIEW

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NORTH

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NORTH

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%%USTRUCTURE INFO.

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%%UDESIGN LOADS

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EXISTING ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS

AutoCAD SHX Text NEW 8'-0" WIDE X 8'-0" HIGH IN-WALL INTAKE VENTILATION LOUVER, SEE MECHANICAL DRAWINGS

AutoCAD SHX Text NEW 10'-0" WIDE X 8'-0" HIGH IN-WALL EXHAUST VENTILATION LOUVER, SEE MECHANICAL DRAWINGS

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NEW GENERATOR

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NEW GENERATOR EXHAUST DUCT

AutoCAD SHX Text NEW 12'-0" WIDE X 10'-4" STEEL INSULATED SECTIONAL OVERHEAD DOOR BY 'OVERHEAD DOOR' MODEL 432 OR EQUAL, TRACK AND 1/2 HP MOTOR

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%%UWALL LEGEND

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NEW 5/8" GYPSUM BOARD, PAINT TO MATCH EXISTING, TYP,

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NEW 3 5/8" 18 GAUGE METAL STUDS AT 16" O.C. WITH NEW SLIPTRACK ABOVE, TYP.

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EXISTING BUILDING

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NEW ADDITION

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NEW BRINE TANK, SEE MECHANICAL DRAWINGS

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NEW FILTRATION TANKS, SEE MECHANICAL DRAWINGS

AutoCAD SHX Text %%uELECTRICAL

AutoCAD SHX Text %%uROOM

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AutoCAD SHX Text %%uSTORAGE

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AutoCAD SHX Text C1

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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DS1

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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THRESHOLD

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GASKETS AND SEALS

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EXISTING TO REMAIN

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EXIST

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EXIST

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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

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AutoCAD SHX Text STEEL - INSULATED - NARROW LITE 5X32 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 5" X 32"+/- LOCATE ABOVE HANDLE. PROVIDE TORX SECURITY SCREWS. PRIME . PROVIDE TORX SECURITY SCREWS. PRIME PROVIDE TORX SECURITY SCREWS. PRIME FINISH.

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EXISTING TO REMAIN

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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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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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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'. GROUT FRAME SOLID. PRIME FINISH. PAINT TO MATCH EXISTING.

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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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GS1

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METAL STUD AND GYPSUM BOARD WALL

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EXTERIOR MASONRY WALL AND MASONRY WALL INFILL

AutoCAD SHX Text NEW 8" CMU WITH #5 VERTICAL REINFORCING AT 32" O.C. AND GROUT SAME CORES SOLID, PAINT INTERIOR SIDE OF CMU TO MATCH EXISTING, TYP.

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NEW 3", R-15 CONTIONUOUS RIGID INSULATION, TAPE ALL SEAMS, TYP.

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NEW 1" MIN. AIR GAP, TYP.

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NEW 4X8 PATTERN BRICK TO MATCH EXISTING, TYP.

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EXTERIOR

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INTERIOR

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NEW 5/8" GYPSUM BOARD, PAINT TO MATCH EXISTING, TYP,

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NEW DAY TANK

AutoCAD SHX Text %%uERT VAN

AutoCAD SHX Text %%uROOM

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AutoCAD SHX Text 104B

AutoCAD SHX Text NEW 8'-0" WIDE X 8'-0" STEEL UNINSULATED SECTIONAL OVERHEAD DOOR BY 'OVERHEAD DOOR' MODEL 430 OR EQUAL, TRACK AND 1/2 MOTOR

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AutoCAD SHX Text 104B

AutoCAD SHX Text 3'-0" X 7'-0"

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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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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 DR.

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MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text 24306.00

AutoCAD SHX Text

DJS

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KJM

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BID - 4-27-264-27-26

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NEW 3 1/2" UNFACED BATT. INSULATION IN STUD CAVITY, TYP.

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NEW 4" DRAIN LINES FROM ROOF DRAINS TO DOWNSPOUT NOZZLE, TYP.

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EXISTING INDICATED ITEM TO REMAIN.

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

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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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STYLE: TRADITIONAL 1/8" X 4" VINYL COVE BASE

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COLOR: TO MATCH EXISTING

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'ROPPE'

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BASE (VINYL) ON METAL AND GYPSUM BOARD WALLS ONLY

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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: SEMI-GLOSS

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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 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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NOTE: APPLY PER MANUFACTURER'S

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INSTRUCTIONS

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FS-1

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SCALE: N.T.S.

SCOPE OF WORK

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: 35 PSF

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

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

M a t r ix

'S1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ. FT. - 1,942 SQ.FT.

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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 index no.

AutoCAD SHX Text contract order no.

AutoCAD SHX Text Y 23461

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 24306.00

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IONIA CORRECTIONAL FACILITY

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IONIA, MICHIGAN

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472/24069.JGH

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GENERATOR, SWITCHGEAR REPLACEMENT

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%%UREFLECTED CEILING PLAN

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NEW GENERATOR ADDITION

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PHASE 400 - 12-22-25 12-22-25 50% REVIEW

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NORTH

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%%UDESIGN LOADS

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DASHED BOX INDICATES OVERHEAD DOOR IN OPEN POSITION

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EXISTING OPEN BAR JOIST TO REMAIN ABOVE, TYP.

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NEW OPEN BAR JOIST ABOVE, TYP.

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REMOVE AND DISPOSE 4'-0" LONG LINEAR SUSPENDED LIGHT FIXTURE

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EXISTING EXPOSED TO METAL DECKING AND OPEN BAR JOIST CEILING TO REMAIN

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EXISTING EXPOSED TO METAL DECKING AND OPEN BAR JOIST CEILING TO REMAIN

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EXISTING SUSPENDED HEATER UNIT, SEE MECHANICAL DRAWINGS

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EXISTING SUSPENDED HEATER UNIT, SEE MECHANICAL DRAWINGS

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EXISTING BUILDING

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NEW ADDITION

AutoCAD SHX Text %%uELECTRICAL

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AutoCAD SHX Text %%uSTORAGE

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AutoCAD SHX Text %%uCOORIDOR

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AutoCAD SHX Text %%uFILTRATION

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AutoCAD SHX Text %%uERT VAN

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AutoCAD SHX Text

AutoCAD SHX Text A-202

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NEW LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS, TYP.

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NEW EXIT LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS, TYP.

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 DR.

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text 24306.00

AutoCAD SHX Text

DJS

AutoCAD SHX Text

KJM

AutoCAD SHX Text

BID - 4-27-264-27-26

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KEY PLAN

SCALE: N.T.S.

SCOPE OF WORK

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: 35 PSF

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

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

M a t r ix

'S1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ. FT. - 1,942 SQ.FT.

AutoCAD SHX Text

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 index no.

AutoCAD SHX Text contract order no.

AutoCAD SHX Text Y 23461

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 24306.00

AutoCAD SHX Text

IONIA CORRECTIONAL FACILITY

AutoCAD SHX Text

IONIA, MICHIGAN

AutoCAD SHX Text

472/24069.JGH

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

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AutoCAD SHX Text

GENERATOR, SWITCHGEAR REPLACEMENT

AutoCAD SHX Text

AND AST INSTALL

AutoCAD SHX Text

%%UHEADER PLAN

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

AutoCAD SHX Text

NEW GENERATOR ADDITION

AutoCAD SHX Text

PHASE 400 - 12-22-25 12-22-25 50% REVIEW

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

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%%UDESIGN LOADS

AutoCAD SHX Text

NEW 8" METAL STUD BOX HEADER

AutoCAD SHX Text NEW (2) COURSE CMU LINTEL WITH (2) #5 BARS AT BOTTOM WITH 8" BEARING ON EACH END AND GROUT CORES BELOW BEARING SOLID, TYP.

AutoCAD SHX Text A-201

AutoCAD SHX Text

AutoCAD SHX Text A-201

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AutoCAD SHX Text A-302

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EXISTING BUILDING

AutoCAD SHX Text

NEW ADDITION

AutoCAD SHX Text %%uELECTRICAL

AutoCAD SHX Text %%uROOM

AutoCAD SHX Text

AutoCAD SHX Text %%uSTORAGE

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AutoCAD SHX Text %%uCOORIDOR

AutoCAD SHX Text

AutoCAD SHX Text %%uGENERATOR

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AutoCAD SHX Text

AutoCAD SHX Text %%uERT VAN

AutoCAD SHX Text %%uROOM

AutoCAD SHX Text

NEW L4X6X3/8" STEEL ANGLE BRICK LINTEL

AutoCAD SHX Text

NEW L4X6X3/8" STEEL ANGLE BRICK LINTEL

AutoCAD SHX Text

NEW L4X6X3/8" STEEL ANGLE BRICK LINTEL

AutoCAD SHX Text

NEW L4X6X3/8" STEEL ANGLE BRICK LINTEL

AutoCAD SHX Text

NEW L4X6X3/8" STEEL ANGLE BRICK LINTEL

AutoCAD SHX Text NEW (1) COURSE CMU LINTEL WITH (2) #5 BARS AT BOTTOM WITH 8" BEARING ON EACH END AND GROUT CORES BELOW BEARING SOLID, TYP.

AutoCAD SHX Text

NEW L4X6X3/8" STEEL ANGLE BRICK LINTEL

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NEW L4X6X3/8" STEEL ANGLE BRICK LINTEL

AutoCAD SHX Text

NEW L4X6X3/8" STEEL ANGLE BRICK LINTEL

AutoCAD SHX Text

NEW 6" METAL STUD BOX HEADER

AutoCAD SHX Text

NEW 6" METAL STUD BOX HEADER

AutoCAD SHX Text A-202

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 DR.

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text 24306.00

AutoCAD SHX Text

DJS

AutoCAD SHX Text

KJM

AutoCAD SHX Text

BID - 4-27-264-27-26

AutoCAD SHX Text NEW (2) COURSE CMU LINTEL WITH (2) #5 BARS AT BOTTOM WITH 8" BEARING ON EACH END AND GROUT CORES BELOW BEARING SOLID, TYP.

AutoCAD SHX Text NEW (1) COURSE CMU LINTEL WITH (2) #5 BARS AT BOTTOM WITH 8" BEARING ON EACH END AND GROUT CORES BELOW BEARING SOLID, TYP.

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A-107

KEY PLAN

SCALE: N.T.S.

SCOPE OF WORK

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: 35 PSF

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

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

M a t r ix

'S1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ. FT. - 1,942 SQ.FT.

AutoCAD SHX Text

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 index no.

AutoCAD SHX Text contract order no.

AutoCAD SHX Text Y 23461

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 24306.00

AutoCAD SHX Text

IONIA CORRECTIONAL FACILITY

AutoCAD SHX Text

IONIA, MICHIGAN

AutoCAD SHX Text

472/24069.JGH

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

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AutoCAD SHX Text O

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AutoCAD SHX Text

GENERATOR, SWITCHGEAR REPLACEMENT

AutoCAD SHX Text

AND AST INSTALL

AutoCAD SHX Text

%%UROOF FRAMING PLAN

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

AutoCAD SHX Text

NEW GENERATOR ADDITION

AutoCAD SHX Text

PHASE 400 - 12-22-25 12-22-25 50% REVIEW

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

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%%UDESIGN LOADS

AutoCAD SHX Text NEW STEEL OPEN BAR JOIST AT 4'-0" O.C. AND POCKET JOIST ON 8" CMU WITH BEARING PLATE AND (2) ANCHOR BOLT EACH END, TYP.

AutoCAD SHX Text A-201

AutoCAD SHX Text

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EXISTING BUILDING

AutoCAD SHX Text

NEW ADDITION

AutoCAD SHX Text %%uELECTRICAL

AutoCAD SHX Text %%uROOM

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AutoCAD SHX Text %%uSTORAGE

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AutoCAD SHX Text %%uGENERATOR

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AutoCAD SHX Text %%uERT VAN

AutoCAD SHX Text %%uROOM

AutoCAD SHX Text

AutoCAD SHX Text A-202

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 DR.

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text 24306.00

AutoCAD SHX Text

DJS

AutoCAD SHX Text

KJM

AutoCAD SHX Text

BID - 4-27-264-27-26

AutoCAD SHX Text 16K2

AutoCAD SHX Text 30K8

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KEY PLAN

SCALE: N.T.S.

SCOPE OF WORK

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: 35 PSF

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

SEISMIC DESIGN CATEGORY: B

SEISMIC SITE CLASS: D

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

M a t r ix

'S1' - MODERATE-HAZARD STORAGE

2B - CONSTRUCTION TYPE

ADDITION SQ. FT. - 1,942 SQ.FT.

AutoCAD SHX Text

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 index no.

AutoCAD SHX Text contract order no.

AutoCAD SHX Text Y 23461

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 24306.00

AutoCAD SHX Text

IONIA CORRECTIONAL FACILITY

AutoCAD SHX Text

IONIA, MICHIGAN

AutoCAD SHX Text

472/24069.JGH

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

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AutoCAD SHX Text A

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AutoCAD SHX Text O

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AutoCAD SHX Text N

AutoCAD SHX Text A

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AutoCAD SHX Text

GENERATOR, SWITCHGEAR REPLACEMENT

AutoCAD SHX Text

AND AST INSTALL

AutoCAD SHX Text

%%UROOF PLAN

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

AutoCAD SHX Text

NEW GENERATOR ADDITION

AutoCAD SHX Text

PHASE 400 - 12-22-25 12-22-25 50% REVIEW

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

%%UDESIGN LOADS

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

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NEW 4" DIA. ROOF DRAIN, TYP.

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NEW METAL COPING TO MATCH EXISTING, TYP.

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SLOPE

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

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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EXISTING ROOFING TO REMAIN, TYP.

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EXISTING PARAPET AND METAL COPING TO REMAIN, TYP.

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EXISTING BUILDING

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NEW ADDITION

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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NEW 4" DIA. ROOF DRAIN, TYP.

AutoCAD SHX Text NEW ROOFING CANT TO DRAIN WATER AWAY FROM PARAPET AND EXISTING BUILDING WALL, TYP.

AutoCAD SHX Text A-202

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 DR.

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text 24306.00

AutoCAD SHX Text

DJS

AutoCAD SHX Text

KJM

AutoCAD SHX Text

BID - 4-27-264-27-26

A R

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A N

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A-201

CLARKSTON, MI

7300 DIXIE HWY.

PHONE

FAX

PHONE

248.605.2030 248.605.2030

48346 #600

WEB DSARCHITECTS.COM

M a t r ix

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text file no.

AutoCAD SHX Text checked by

AutoCAD SHX Text drawn by

AutoCAD SHX Text consultant

AutoCAD…

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