Handlon Grinder Building - Bid Drawings_2.pdf

5 MB Posted

Attached to
472/20205. SMD; Handlon CF - Bar Screen and Grinder Upgrades
Solicitation number
RFQ - 171 - 230000000448
Issued by
Ionia County, Michigan

About this file

Written by GovTribe AI ·

This document is a set of construction drawings and technical specifications for the Handlon Grinder Building project, which is being managed by the Michigan Department of Technology, Management and Budget, State of Michigan. The project involves the design and construction of a new utility building at the Richard A. Handlon Correctional Facility located in Ionia, Michigan. The drawings detail the site work, foundations, masonry walls, roofing, doors, and other building components. Key details include an 8'x10' overhead coiling service door, a 3'x7' insulated personnel door, and an 8" smooth-face CMU block wall construction. The drawings are at the 90% completion stage, with the bid documents issued on April 27, 2023.

The contract opportunity is for the construction of the Handlon Grinder Building project, which is funded through the State of Michigan. No pricing information or other commercial terms are provided in the drawings. The project appears to be a public works contract, but there are no details on set-asides, incumbent contractors, or funding sources included in the drawings. Interested bidders should review the full solicitation documents for additional details on the commercial and procurement requirements.

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Other files

File Type Posted
01 - CAJ-1037 Vendor-Contractor LEIN Request - 2018 DTMB.pdf PDF
Handlon Grinder Building - Bid Drawings_1.pdf PDF
472_20205.SMD - Handlon Grinder Building Bar Screen Addendum 2.pdf PDF
Handlon Grinder Building - Bid Drawings 3.pdf PDF
472.20205.SMD Handlon_Ionia CF Bar Screen and Grinder Upgrades - Addendum 1.pdf PDF
DTMB0415 AdvertismentRev 0222.pdf PDF
Handlon Grinder Building - Specifications.pdf PDF

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AutoCAD SHX Text %%uFLOOR PLAN

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DUMPSTER

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PIT

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8'-0" X 10'-0" OVERHEAD COILING DOOR

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ENGINEERS

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AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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NORTH

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%%UFOUNDATION PLAN

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NORTH

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%%UROOF PLAN

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NORTH

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AutoCAD SHX Text %%uSCREEN

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AutoCAD SHX Text 1'-8" X 1'-0" CONCRETE FOOTING WITH (2) #5 BARS WITH 3" MIN. COVERAGE, BOTTOM OF FOOTING 4'-4" BELOW TOP OF SLAB, WITH 12" MDOT CLASS II SAND, COMPACTED 95% UNDER FOOTING

AutoCAD SHX Text 4" (4,000 PSI) CONCRETE SLAB WITH CLEAR SEALER, WITH 6"X6"X1.4" W.W.F. ON 10 MIL VAPOR BARRIER OVER 6" MDOT CLASS II SAND COMPACTED 95%

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2 1/2" CONTINUOUS RIGID INSULATION, R-11.4 MIN.

AutoCAD SHX Text 8" SMOOTHFACE GREY CEMENT WITH INTEGRAL COLOR (COLOR: T.B.D.) AND INTEGRAL WATERPROOFING CMU BLOCK WALL BY 'GRAND BLANC CEMENT PRODUCTS' OR EQUAL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C., GROUT SAME CORES SOLID

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8" CMU BLOCK FOOTING WALL, GROUT SOLID WITH (1) #5 BAR AT 24" O.C.

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CONVEYER SYSTEM

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3" PVC VENT PIPE

AutoCAD SHX Text 8" HOLLOW CORE PRECAST PLANKS TO BEAR DIRECTLY ON MASONRY WALL, 3 1/2" MIN. BEARING

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3'-0" X 7'-0" DOOR

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2'-0" HORIZONTAL X 2'-0" VERT. #4 DOWEL AT 24" O.C. IN PLANK KEYWAYS

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8" CMU BLOCK PARAPET WALL WITH A CONTINUOUS CLEAT ALUMINUM COPING

AutoCAD SHX Text EPDM ROOFING MEMBRANE OVER TAPERED POLY ISO INSULATION OVER 5.2" POLY ISO INSULATION, R-30 MIN.

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MASS POUR CONCRETE STOOP, BOTTOM OF STOOP 3'-6" BELOW GRADE

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PIPE BOLLARD, SEE CIVIL DRAWINGS

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SAW CUT CONTROL JOINT

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SAW CUT CONTROL JOINT

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SAW CUT CONTROL JOINT

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VERTICAL MASONRY CONTROL JOINT, TYP.

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%%UDESIGN LOADS

AutoCAD SHX Text ROOF LOADS DEAD LOAD: 10 PSF WIND LOADS: 3 SECONDS GUST WIND SPEED VULT= 115 MPH VASD= 89 MPH VASD= 89 MPH EXPOSURE= C RISK= II SNOW LOAD: CE: EXPOSURE FACTOR= 0.9 CR: THERMAL FACTOR= 1 PG: GROUND SNOW LOAD= 35 PSF SEISMIC DESIGN: D

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%%USTRUCTURE INFO.

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'U' - UTILITY USE

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5B - CONSTRUCTION TYPE

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FOR DESIGN OF PIT WALLS, SEE CIVIL DRAWINGS

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FOOTING DESIGN ASSUME SOIL BEARING CAPACITY OF 3,000 LBS/SQ.FT

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TOP OF SLAB AT PIT

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ELEV. = 99'-10 1/2"

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TOP OF SLAB AT MASONRY WALL

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ELEV. = 100'-0"

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FIBERGLASS GRATE OVER PIT

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FRP ON SILL, HEAD AND JAMBS

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ALL DOOR SIZE DIMENSIONS GIVEN ARE APPROXIMATE. DOOR SUPPLIER

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SHALL FIELD VERIFY EXACT REQUIREMENTS.

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CLOSER

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OPEN. SIZE

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AutoCAD SHX Text PROVIDE NEW HEAVY WEIGHT CONCEALED BEARING PRISON HINGES, 3 PAIR PER LEAF, 4 1/2" X 4 1/2", 3 KNUCKLES BY 'BEST'. MODEL #IHTCB1995R. FINISH US32D.

AutoCAD SHX Text PROVIDE NEW MORTISE LOCK BY 'BEST' 45 SERIES WITH INTERCHANGEABLE CORE WITH 'E' KEYWAY. MODEL #45H7ABF2016M626LHRBS1. FINISH US26D.

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AutoCAD SHX Text PROVIDE NEW HOLLOW METAL FRAME WITH 2" JAMBS AND 4" HEADS BY 'DAYBAR' OR EQUAL 'AS' SERIES.

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PROVIDE ALUMINUM THRESHOLD AND WEATHER STRIPPING.

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%%UNOTES

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PAINT DOOR FRAME WITH EXTERIOR GRADE SEMI-GLOSS PAINT TO MATCH

AutoCAD SHX Text PROVIDE NEW 'LCN' CLOSER #4000 SERIES. FINISH US26D. DOOR SWING TO OPEN A MAXIMUM OF 90 DEGREES.

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SHEET NUMBER

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472MTUMAINTPROJ

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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 48906

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1601 E. CESAR E. CHAVEZ AVE

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MATRIX PROJECT:

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HANDLON GRINDER BUILDING

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IONIA, MICHIGAN 48846

AutoCAD SHX Text 18346.00

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472/20205.SMD

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1728 BLUEWATER HIGHWAY

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90% CD 04.25.23

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RICHARD A. HANDLON CORRECTIONAL FACILITY

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DJS

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KJM

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DOOR FINISH.

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AutoCAD SHX Text PROVIDE NEW MORTISE LOCK BY 'BEST' 45 SERIES WITH INTERCHANGEABLE CORE WITH 'E' KEYWAY. MODEL #45H7ABF2016M626RHRBS1. FINISH US26D.

AutoCAD SHX Text 8" SMOOTHFACE GREY CEMENT WITH INTEGRAL COLOR (COLOR: T.B.D.) AND INTEGRAL WATERPROOFING CMU BLOCK WALL BY 'GRAND BLANC CEMENT PRODUCTS' OR EQUAL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C., GROUT SAME CORES SOLID

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BID DOCUMENTS 04.27.23

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A-201

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NORTH ELEVATION

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EAST ELEVATION

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SOUTH ELEVATION

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VARIES

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GRADE

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ELEV. = 100'-0"

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TOP OF SLAB

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ELEV. = 95'-8"

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BOTTOM OF FOOTING

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ELEV. = 112'-0 1/4"

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ELEV. = 110'-0 3/8"

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BOTTOM OF BOND BEAM LINTEL

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ELEV. = 114'-0"

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TOP OF MASONRY WALL

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BOTTOM OF HOLLOW CORE PLANKS

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ELEV. = 95'-8"

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BOTTOM OF FOOTING

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ELEV. = 112'-0 1/4"

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ELEV. = 107'-4"

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BOTTOM OF BOND BEAM LINTEL

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TOP OF MASONRY WALL

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BOTTOM OF HOLLOW CORE PLANKS

AutoCAD SHX Text 8'-0" X 10'-0" INSULATED COILING SERVICE DOOR SYSTEM BY 'OVERHEAD DOOR' OR EQUAL, MODEL 625

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BOLLARD, SEE CIVIL DRAWINGS

AutoCAD SHX Text 8" SMOOTHFACE GREY CEMENT WITH INTEGRAL COLOR (COLOR: T.B.D.) AND INTEGRAL WATERPROOFING CMU BLOCK, COLOR: T.B.D.

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8" INTEGRAL COLOR SMOOTH FACE BOND BEAM, COLOR: T.B.D.

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CONTINUOUS CLEAT ALUMINUM COPING

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ELEV. = 96'-6"

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BOTTOM OF STOOP

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ELEV. = 96'-6"

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BOTTOM OF STOOP

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26" X 26" EXHAUST FAN, SEE MECHANICAL DRAWINGS

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32" X 24" INTAKE LOUVRE, SEE MECHANICAL DRAWINGS

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16" X 20" INTAKE LOUVRE, SEE MECHANICAL DRAWINGS

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26" X 26" EXHAUST FAN, SEE MECHANICAL DRAWINGS

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ENGINEERS

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AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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472MTUMAINTPROJ

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AutoCAD SHX Text 22484.00

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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 48906

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1601 E. CESAR E. CHAVEZ AVE

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MATRIX PROJECT:

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HANDLON GRINDER BUILDING

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IONIA, MICHIGAN 48846

AutoCAD SHX Text 18346.00

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472/20205.SMD

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1728 BLUEWATER HIGHWAY

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90% CD 04.25.23

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RICHARD A. HANDLON CORRECTIONAL FACILITY

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DJS

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KJM

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EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

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EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

AutoCAD SHX Text 8" SMOOTHFACE GREY CEMENT WITH INTEGRAL COLOR (COLOR: T.B.D.) AND INTEGRAL WATERPROOFING CMU BLOCK, COLOR: T.B.D.

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AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text

AutoCAD SHX Text A-401

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text

AutoCAD SHX Text A-401

AutoCAD SHX Text

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text A-501

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

ELEV. = 100'-0"

AutoCAD SHX Text

TOP OF SLAB

AutoCAD SHX Text

ELEV. = 112'-0 1/4"

AutoCAD SHX Text

BOTTOM OF HOLLOW CORE PLANKS

AutoCAD SHX Text

ELEV. = 95'-8"

AutoCAD SHX Text

BOTTOM OF FOOTING

AutoCAD SHX Text

ELEV. = 100'-0"

AutoCAD SHX Text

TOP OF SLAB

AutoCAD SHX Text

ELEV. = 95'-8"

AutoCAD SHX Text

BOTTOM OF FOOTING

AutoCAD SHX Text

ELEV. = 112'-0 1/4"

AutoCAD SHX Text

BOTTOM OF HOLLOW CORE PLANKS

AutoCAD SHX Text

ELEV. = 110'-0 3/8"

AutoCAD SHX Text

BOTTOM OF BOND BEAM LINTEL

AutoCAD SHX Text

ELEV. = 106'-0 3/8"

AutoCAD SHX Text

BOTTOM OF MASONRY LINTEL

AutoCAD SHX Text

ELEV. = 114'-0"

AutoCAD SHX Text

TOP OF MASONRY WALL

AutoCAD SHX Text

ELEV. = 113'-0"

AutoCAD SHX Text

TOP OF MASONRY WALL

AutoCAD SHX Text

ELEV. = 114'-0"

AutoCAD SHX Text

TOP OF MASONRY WALL

AutoCAD SHX Text

CONCRETE FOOTING WITH (2) #5 BARS WITH 3" MIN. COVERAGE

AutoCAD SHX Text 8" CMU BLOCK WALL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C. AND GROUT CORES SOLID

AutoCAD SHX Text

R-15 MIN. RIGID INSULATION

AutoCAD SHX Text

4" CONCRETE SLAB

AutoCAD SHX Text

INSULATED COILING SERVICE DOOR SYSTEM BY 'OVERHEAD DOOR' OR EQUAL, MODEL 625

AutoCAD SHX Text

FRP PANELING ADHERED TO 5/8" GLASS-MAT PANELS

AutoCAD SHX Text

8" CMU BOND BEAM WITH (2) #3 BARS

AutoCAD SHX Text

8" SOAP BLOCK

AutoCAD SHX Text

GROUT FILL

AutoCAD SHX Text #4 DOWEL AT 4'-0" O.C. INSTALLER TO DRILL THRU PLANK AND 4" MIN. INTO BOND BEAM AND GROUT SOLID

AutoCAD SHX Text

8" HOLLOW CORE PRECAST CONCRETE PLANKS

AutoCAD SHX Text

TAPERED POLY ISO INSULATION

AutoCAD SHX Text

CONTINUOUS CLEAT METAL COPING

AutoCAD SHX Text

EPDM MEMBRANE

AutoCAD SHX Text

2X8 3A PRESSURE TREATED WOOD NAILER

AutoCAD SHX Text 1/2 HP EXPLOSION-PROOF HEAVY DUTY COMMERCIAL OPERATOR BY 'OVERHEAD DOOR' OR EQUAL, MODEL RHX

AutoCAD SHX Text

8" MASONRY LINTEL

AutoCAD SHX Text 8" CMU BLOCK WALL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C. AND GROUT CORES SOLID

AutoCAD SHX Text

8" MASONRY LINTEL

AutoCAD SHX Text

CONCRETE FOOTING WITH (2) #5 BARS WITH 3" MIN. COVERAGE

AutoCAD SHX Text 8" CMU BLOCK WALL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C. AND GROUT CORES SOLID

AutoCAD SHX Text

R-15 MIN. RIGID INSULATION

AutoCAD SHX Text

4" CONCRETE SLAB

AutoCAD SHX Text

INSULATED COILING SERVICE DOOR SYSTEM BY 'OVERHEAD DOOR' OR EQUAL, MODEL 625

AutoCAD SHX Text

FRP PANELING ADHERED TO 5/8" GLASS-MAT PANELS

AutoCAD SHX Text

8" SOAP BLOCK

AutoCAD SHX Text

GROUT FILL

AutoCAD SHX Text

8" HOLLOW CORE PRECAST CONCRETE PLANKS

AutoCAD SHX Text

5.2" POLY ISO ROOF INSULATION, R-30 MIN.

AutoCAD SHX Text

TAPERED POLY ISO INSULATION

AutoCAD SHX Text

EPDM MEMBRANE

AutoCAD SHX Text 1/2 HP EXPLOSION-PROOF HEAVY DUTY COMMERCIAL OPERATOR BY 'OVERHEAD DOOR' OR EQUAL, MODEL RHX

AutoCAD SHX Text 8" CMU BLOCK WALL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C. AND GROUT CORES SOLID

AutoCAD SHX Text 2 1/2" 16 GAUGE METAL FURRING STUDS AT 16" O.C. BY 'CLARKDIETRICH' OR EQUAL, 250S137-54

AutoCAD SHX Text

2 1/2" CONTINUOUS RIGID INSULATION, R-11.4 MIN.

AutoCAD SHX Text 2 1/2" 16 GAUGE METAL FURRING STUDS AT 16" O.C. BY 'CLARKDIETRICH' OR EQUAL, 250S137-54

AutoCAD SHX Text

2 1/2" CONTINUOUS RIGID INSULATION, R-11.4 MIN.

AutoCAD SHX Text

SEE CIVIL DRAWINGS FOR PIT INFORMATION

AutoCAD SHX Text

AutoCAD SHX Text A-501

AutoCAD SHX Text

5.2" POLY ISO ROOF INSULATION, R-30 MIN.

AutoCAD SHX Text

FRP ON SILL, HEAD AND JAMBS

AutoCAD SHX Text

NF

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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 contract order no.

AutoCAD SHX Text

472MTUMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 22484.00

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 48906

AutoCAD SHX Text

1601 E. CESAR E. CHAVEZ AVE

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

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AutoCAD SHX Text I

AutoCAD SHX Text C

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AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

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AutoCAD SHX Text N

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AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

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AutoCAD SHX Text N

AutoCAD SHX Text A

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AutoCAD SHX Text

HANDLON GRINDER BUILDING

AutoCAD SHX Text

IONIA, MICHIGAN 48846

AutoCAD SHX Text 18346.00

AutoCAD SHX Text

472/20205.SMD

AutoCAD SHX Text

1728 BLUEWATER HIGHWAY

AutoCAD SHX Text

90% CD 04.25.23

AutoCAD SHX Text funding code

AutoCAD SHX Text

RICHARD A. HANDLON CORRECTIONAL FACILITY

AutoCAD SHX Text sheet description

AutoCAD SHX Text Y23004

AutoCAD SHX Text

DJS

AutoCAD SHX Text

KJM

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A-401

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

WALL SECTION

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

WALL SECTION

AutoCAD SHX Text

AutoCAD SHX Text A-501

AutoCAD SHX Text

AutoCAD SHX Text A-501

AutoCAD SHX Text

SIM.

AutoCAD SHX Text

CONCRETE FOOTING WITH (2) #5 BARS WITH 3" MIN. COVERAGE

AutoCAD SHX Text

CONCRETE FOOTING WITH (2) #5 BARS WITH 3" MIN. COVERAGE

AutoCAD SHX Text 8" CMU BLOCK WALL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C. AND GROUT CORES SOLID

AutoCAD SHX Text

R-15 MIN. RIGID INSULATION

AutoCAD SHX Text

4" CONCRETE SLAB

AutoCAD SHX Text

6" CMU BLOCK

AutoCAD SHX Text

5/8" TYPE X GLASS-MAT PANELS WITH MOISTURE AND MOLD RESISTANCE

AutoCAD SHX Text

FRP PANELING ADHERED TO 5/8" GLASS-MAT PANELS

AutoCAD SHX Text 2 1/2" 16 GAUGE METAL FURRING STUDS AT 16" O.C. BY 'CLARKDIETRICH' OR EQUAL, 250S137-54

AutoCAD SHX Text

2 1/2" CONTINUOUS RIGID INSULATION, R-11.4 MIN.

AutoCAD SHX Text 8" CMU BLOCK WALL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C., GROUT SAME CORES SOLID

AutoCAD SHX Text

8" CMU BOND BEAM WITH (2) #3 BARS

AutoCAD SHX Text

8" SOAP BLOCK

AutoCAD SHX Text

GROUT FILL

AutoCAD SHX Text

2'-0" HORIZONTAL X 2'-0" VERT. #4 DOWEL AT 48" O.C. IN PLANK KEYWAYS

AutoCAD SHX Text

SLIPTRACK, DONT FASTEN GLASS-MAT TO SLIPTRACK

AutoCAD SHX Text

8" HOLLOW CORE PRECAST CONCRETE PLANKS

AutoCAD SHX Text

5.2" POLY ISO ROOF INSULATION, R-30 MIN.

AutoCAD SHX Text

TAPERED POLY ISO INSULATION

AutoCAD SHX Text

EPDM MEMBRANE

AutoCAD SHX Text 8" CMU BLOCK WALL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C. AND GROUT CORES SOLID

AutoCAD SHX Text

R-15 MIN. RIGID INSULATION

AutoCAD SHX Text

4" CONCRETE SLAB

AutoCAD SHX Text

INSULATED COILING SERVICE DOOR SYSTEM BY 'OVERHEAD DOOR' OR EQUAL, MODEL 625

AutoCAD SHX Text

FRP PANELING ADHERED TO 5/8" GLASS-MAT PANELS

AutoCAD SHX Text 8" CMU BLOCK WALL WITH #5 BAR VERITCAL REINFORCING AT 24" O.C., GROUT SAME CORES SOLID

AutoCAD SHX Text

8" CMU BOND BEAM WITH (2) #3 BARS

AutoCAD SHX Text

8" SOAP BLOCK

AutoCAD SHX Text

GROUT FILL

AutoCAD SHX Text #4 DOWEL AT 4'-0" O.C. INSTALLER TO DRILL THRU PLANK AND 4" MIN. INTO BOND BEAM AND GROUT SOLID

AutoCAD SHX Text

8" HOLLOW CORE PRECAST CONCRETE PLANKS

AutoCAD SHX Text

5.2" POLY ISO ROOF INSULATION, R-30 MIN.

AutoCAD SHX Text

TAPERED POLY ISO INSULATION

AutoCAD SHX Text

CONTINUOUS CLEAT ALUMINUM COPING

AutoCAD SHX Text

EPDM MEMBRANE

AutoCAD SHX Text

2X8 3A PRESSURE TREATED NAILER

AutoCAD SHX Text 1/2 HP EXPLOSION-PROOF HEAVY DUTY COMMERCIAL OPERATOR BY 'OVERHEAD DOOR' OR EQUAL, MODEL RHX

AutoCAD SHX Text

8" MASONRY LINTEL

AutoCAD SHX Text

2" X 1/4" KOROLATH BRIDGING STRIP

AutoCAD SHX Text

2" X 1/4" KOROLATH BRIDGING STRIP

AutoCAD SHX Text

EXTEND FRP OVER 6" BLOCK AND HOLD 1/2" ABOVE SLAB

AutoCAD SHX Text

HORIZONTAL LADDER REINFORCING AT 16" O.C.

AutoCAD SHX Text

1/2" ANCHOR BOLT IN SAME GROUTED CORES

AutoCAD SHX Text

1/2" ANCHOR BOLT IN SAME GROUTED CORES

AutoCAD SHX Text

CONTINUOUS CLEAT ALUMINUM COPING

AutoCAD SHX Text

2X8 3A PRESSURE TREATED NAILER

AutoCAD SHX Text

NF

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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 contract order no.

AutoCAD SHX Text

472MTUMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 22484.00

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 48906

AutoCAD SHX Text

1601 E. CESAR E. CHAVEZ AVE

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

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 C

AutoCAD SHX Text I

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AutoCAD SHX Text C

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AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text

HANDLON GRINDER BUILDING

AutoCAD SHX Text

IONIA, MICHIGAN 48846

AutoCAD SHX Text 18346.00

AutoCAD SHX Text

472/20205.SMD

AutoCAD SHX Text

1728 BLUEWATER HIGHWAY

AutoCAD SHX Text

90% CD 04.25.23

AutoCAD SHX Text funding code

AutoCAD SHX Text

RICHARD A. HANDLON CORRECTIONAL FACILITY

AutoCAD SHX Text sheet description

AutoCAD SHX Text Y23004

AutoCAD SHX Text

DJS

AutoCAD SHX Text

KJM

AutoCAD SHX Text

BID DOCUMENTS 04.27.23

AutoCAD SHX Text

#4 CONTINUOUS BAR

AutoCAD SHX Text

#4 BAR AT 12" O.C. ONLY AT DOOR OPENING

AutoCAD SHX Text

TURN DOWN SLAB TO CONCRETE FOOTING AT DOOR

AutoCAD SHX Text

CLASS 50 SEALANT AT TOP OF WALL ONLY

CLASS 50 SEALANT AT TOP OF WALL ONLY

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AutoCAD SHX Text

BOND BEAM CORNER

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

REINFORCING

AutoCAD SHX Text

8" CMU BOND BEAM

AutoCAD SHX Text

#3 CONTINUOUS REINFORCING BAR

AutoCAD SHX Text

#3 REINFORCING BAR, BEND AT CORNER

AutoCAD SHX Text

#5 VERTICAL REINFORCING BAR AT 24" O.C. EACH CORNER

AutoCAD SHX Text A-201

AutoCAD SHX Text

AutoCAD SHX Text A-401

AutoCAD SHX Text

AutoCAD SHX Text 6" = 1'-0"

AutoCAD SHX Text

PARAPET WALL DETAIL

AutoCAD SHX Text

POLY ISO INSULATION TAPERED

AutoCAD SHX Text

EPDM MEMBRANE

AutoCAD SHX Text

COPING COVER

AutoCAD SHX Text

9-15 X 1 1/2" HHSS FASTENER AT 17" O.C.

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

6" SPLICE

AutoCAD SHX Text

EPDM MEMBRANE

AutoCAD SHX Text

1 1/2" RING SHANK NAIL AT 32" O.C.

AutoCAD SHX Text

1 1/2" RING SHANK NAIL AT 12" O.C.

AutoCAD SHX Text

CONTINUOUS 22 GA CLEAT

AutoCAD SHX Text

2X8 3A PRESSURE TREATED WOOD NAILER

AutoCAD SHX Text

8" CMU BLOCK WITH VERTICAL REINFORCING

AutoCAD SHX Text

13/16" X 1/2" HEM

AutoCAD SHX Text EPDM MEMBRANE, NOTE: MEMBRANE SHOULD BE EXTENDED AT CORNERS TO PROVIDE COMPLETE COVERAGE OF THE TOP WALL SURFACE

AutoCAD SHX Text

PLIOBOND NEOPRENE BONDING ADHESIVE

AutoCAD SHX Text

3" PLIOSEAL SPLICE TAPE

AutoCAD SHX Text

SEAM FASTENING PLATE MAX. 12" O.C.

AutoCAD SHX Text

MEMBRANE FLASHING

AutoCAD SHX Text NOTES: - IF VERTICAL SPLICES IS NOT LOCATED AT CORNER, 6" WIDE PRESSURE-SENSITIVE ELASTOFORM FLASHING MUST BE CENTERED OVER FIELD SPLICE AT ANGLE CHANGE. - FASTENING PLATES MAY BE INSTALLED VERTICALLY. - APPLY PRIMER PRIOR TO INSTALLING SPLICE TAPE. - LAP SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED MEMBRANE.

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

VENT PIPE DETAIL

AutoCAD SHX Text

POLY ISO INSULATION TAPERED

AutoCAD SHX Text

EPDM MEMBRANE

AutoCAD SHX Text

PLIOSEAL PRIMER/WASH

AutoCAD SHX Text

3" PVC VENT PIPE

AutoCAD SHX Text

PLIOSEAL PRESSURE-SENSITIVE FLASHING TAPE

AutoCAD SHX Text NOTES: - REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD-FABRICATED PIPE SEAL. - SECUREMENT REQUIRED AROUND ALL PIPE GREATER THAN 18" DIA. - PRESSURE-SENSITIVE FLASHING TAPE WRAPPED AROUND THE PIPE SHALL HAVE 3" MIN. SPLICE. - IN COLDER TEMPERATURES, A HEAT GUN MUST BE USED WHEN FORMING PRESSURE-SENSITIVE FLASHING TAPE.

AutoCAD SHX Text

8" HOLLOW CORE PRECAST CONCRETE PLANKS

AutoCAD SHX Text

5.2" POLY ISO ROOF INSULATION, R-30 MIN.

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text 6" = 1'-0"

AutoCAD SHX Text

DRIP EDGE WALL DETAIL

AutoCAD SHX Text

8" SOAP BLOCK

AutoCAD SHX Text

GROUT FILL

AutoCAD SHX Text

8" HOLLOW CORE PRECAST CONCRETE PLANKS

AutoCAD SHX Text

5.2" POLY ISO ROOF INSULATION, R-30 MIN.

AutoCAD SHX Text

TAPERED POLY ISO INSULATION

AutoCAD SHX Text

6" MEMBRANE FLASHING STRIP

AutoCAD SHX Text

2X8 PRESSURE TREATED NAILER

AutoCAD SHX Text

8" CMU BLOCK

AutoCAD SHX Text

2X6 PRESSURE TREATED NAILER

AutoCAD SHX Text

EPDM MEMBRANE

AutoCAD SHX Text

STAINLESS ANNULAR RING SHANK NAIL AT 6" O.C.

AutoCAD SHX Text

DRIP EDGE

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

MASONRY DOOR HEADER

AutoCAD SHX Text

8" CMU BLOCK

AutoCAD SHX Text

8" BOND BEAM WITH (2) #3 BARS AND 8" OF BEARING ON BOTH SIDES OF MASONRY OPENING

AutoCAD SHX Text

DRAINAGE MATERIAL

AutoCAD SHX Text

HORIZONTAL LADDER REINFORCING AT 16" O.C.

AutoCAD SHX Text

VERTICAL REINFORCING AT 24" O.C.

AutoCAD SHX Text

PAN FLASHING SYSTEM

AutoCAD SHX Text

2 1/2" CONTINUOUS RIGID INSULATION, R-11.4 MIN.

AutoCAD SHX Text 2 1/2" METAL FURRING STUDS AT 16" O.C. WITH 5/8" TYPE X GLASS-MAT PANEL WITH FRP PANELING

AutoCAD SHX Text

DOOR AND FRAME

AutoCAD SHX Text A-201

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

MASONRY WALL BASE

AutoCAD SHX Text

8" CMU BLOCK

AutoCAD SHX Text

DRAINAGE MATERIAL

AutoCAD SHX Text

HORIZONTAL LADDER REINFORCING AT 16" O.C.

AutoCAD SHX Text

VERTICAL REINFORCING AT 24" O.C.

AutoCAD SHX Text

PAN FLASHING SYSTEM

AutoCAD SHX Text

2 1/2" CONTINUOUS RIGID INSULATION, R-11.4 MIN.

AutoCAD SHX Text 2 1/2" METAL FURRING STUDS AT 16" O.C. WITH 5/8" TYPE X GLASS-MAT PANEL WITH FRP PANELING

AutoCAD SHX Text

6" CMU BLOCK

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

GROUT SOLID ALL CORES BELOW GRADE AND ANY CORES WITH VERTICAL REINFORCING

AutoCAD SHX Text A-301

AutoCAD SHX Text

AutoCAD SHX Text

DOOR JAMB

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

8" CMU GROUT CORE SOLID WITH W/#5 VERT. EACH CORE

AutoCAD SHX Text

DOOR AND FRAME

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

2 1/2" CONTINUOUS RIGID INSULATION, R-11.4 MIN.

AutoCAD SHX Text 2 1/2" METAL FURRING STUDS AT 16" O.C. WITH 5/8" TYPE X GLASS-MAT PANEL WITH FRP PANELING

AutoCAD SHX Text A-201

AutoCAD SHX Text

AutoCAD SHX Text

MASONRY CONTROL JOINT

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

ISOLATION MATERIAL

AutoCAD SHX Text

REINF. BARS (TYP). SEE STRUCTURAL DRAWINGS

AutoCAD SHX Text

CAULK AT INTERIOR

AutoCAD SHX Text

FILL WITH MORTAR

AutoCAD SHX Text

SEALANT AT EXTERIOR

AutoCAD SHX Text

BLOCK MASONRY

AutoCAD SHX Text

EXPANSION JOINT MATERIAL

AutoCAD SHX Text A-201

AutoCAD SHX Text

AutoCAD SHX Text

8" SOAP BLOCK

AutoCAD SHX Text

GROUT FILL

AutoCAD SHX Text

PAN FLASHING SYSTEM

AutoCAD SHX Text

DRAINAGE MATERIAL

AutoCAD SHX Text

HORIZONTAL LADDER REINFORCING AT 16" O.C.

AutoCAD SHX Text

5.2" POLY ISO INSULATION, R-30 MIN.

AutoCAD SHX Text

1/2" ANCHOR BOLT IN SAME GROUTED CORES

AutoCAD SHX Text

NF

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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 contract order no.

AutoCAD SHX Text

472MTUMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 22484.00

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 48906

AutoCAD SHX Text

1601 E. CESAR E. CHAVEZ AVE

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

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AutoCAD SHX Text

HANDLON GRINDER BUILDING

AutoCAD SHX Text

IONIA, MICHIGAN 48846

AutoCAD SHX Text 18346.00

AutoCAD SHX Text

472/20205.SMD

AutoCAD SHX Text

1728 BLUEWATER HIGHWAY

AutoCAD SHX Text

90% CD 04.25.23

AutoCAD SHX Text funding code

AutoCAD SHX Text

RICHARD A. HANDLON CORRECTIONAL FACILITY

AutoCAD SHX Text sheet description

AutoCAD SHX Text Y23004

AutoCAD SHX Text

DJS

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KJM

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A-502

AutoCAD SHX Text

OVERHEAD DOOR JAMB

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

COILING OVERHEAD DOOR

AutoCAD SHX Text

8" CMU GROUT CORE SOLID WITH W/#5 VERT. EACH CORE

AutoCAD SHX Text

8" CMU BLOCK

AutoCAD SHX Text

SEE CIVIL DRAWINGS FOR BOLLARD INFORMATION

AutoCAD SHX Text

2 1/2" CONTINUOUS RIGID INSULATION

AutoCAD SHX Text

2 1/2" METAL FURRING STUDS AT 16" O.C.

AutoCAD SHX Text

5/8" TYPE X GLASS-MAT PANEL WITH FRP PANELING

AutoCAD SHX Text

ALIGN

AutoCAD SHX Text

ALIGN

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text

WALL DETAIL

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

GROUT SOLID AT STRAP ANCHORS

AutoCAD SHX Text

BACKER ROD AND SEALANT

AutoCAD SHX Text

VERTICAL REINFORCING #5 BAR

AutoCAD SHX Text

RAKE CUT MORTAR FOR CONTROL JOINT, TYP.

AutoCAD SHX Text 1 1/2" X 1/4" X 24" LONG WITH ENDS TURNED UP ("Z" OR "U") 2" (TOTAL 28" IN LENGTH) STEEL STRAP ANCHORS AT 48" O.C. MAX.

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text

BOND BEAM AT CONTROL

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

JOINT

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BACKER ROD AND SEALANT

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HORIZONTAL LADDER REINFORCEMENT STOP AT CONTROL JOINT

AutoCAD SHX Text

SASH BLOCK

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VERTICAL REINFORCEMENT EACH SIDE OF CONTROL JOINT

AutoCAD SHX Text A-201

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

MASONRY CORNER

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

VERTICAL WALL REINFORCEMENT IN GROUTED CORE

AutoCAD SHX Text

REINFORCING

AutoCAD SHX Text A-201

AutoCAD SHX Text

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

AutoCAD SHX Text

CONTROL JOINT AT

AutoCAD SHX Text

MAN DOOR OPENINGS

AutoCAD SHX Text

CONTROL JOINT WITH LOAD TRANSFER CAPABILITY TO ADJACENT PANEL

AutoCAD SHX Text A-201

AutoCAD SHX Text

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

AutoCAD SHX Text

DOOR OPENING

AutoCAD SHX Text

CONTROL JOINT WITH LOAD TRANSFER CAPABILITY TO ADJACENT PANEL

AutoCAD SHX Text

VERTICAL REINFORCING

AutoCAD SHX Text

VERTICAL REINFORCING

AutoCAD SHX Text

TYPICAL SAWN JOINT

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

STRUCTURAL FILL

AutoCAD SHX Text

6" COMPACTED SAND

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

SLAB REINFORCED

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TOOLED JOINT OR

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

AT JOINT

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CUT 50% OF REINFORCING

AutoCAD SHX Text

NF

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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 contract order no.

AutoCAD SHX Text

472MTUMAINTPROJ

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 22484.00

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 48906

AutoCAD SHX Text

1601 E. CESAR E. CHAVEZ AVE

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text P

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AutoCAD SHX Text U

AutoCAD SHX Text R

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AutoCAD SHX Text

HANDLON GRINDER BUILDING

AutoCAD SHX Text

IONIA, MICHIGAN 48846

AutoCAD SHX Text 18346.00

AutoCAD SHX Text

472/20205.SMD

AutoCAD SHX Text

1728 BLUEWATER HIGHWAY

AutoCAD SHX Text

90% CD 04.25.23

AutoCAD SHX Text funding code

AutoCAD SHX Text

RICHARD A. HANDLON CORRECTIONAL FACILITY

AutoCAD SHX Text sheet description

AutoCAD SHX Text Y23004

AutoCAD SHX Text

DJS

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KJM

AutoCAD SHX Text 1 1/2" = 1'-0"

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MASONRY LINTEL OVER MAN

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REINFORCEMENT PER ELEVATION, CENTER IF SINGLE BAR

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GROUT SOLID

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(2) #3 BAR

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DOORS AND EXHAUST FAN

AutoCAD SHX Text 1 1/2" = 1'-0"

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MASONRY LINTEL OVER

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REINFORCEMENT PER ELEVATION, CENTER IF SINGLE BAR

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GROUT SOLID

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(2) #3 BAR

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OVERHEAD COILING DOOR

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GROUT SOLID

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8" BOND BEAM

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REINFORCEMENT PER ELEVATION, CENTER IF SINGLE BAR

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REINFORCEMENT PER ELEVATION, CENTER IF SINGLE BAR

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ALL LINTEL COURSES TO BE GROUTED SOLID IN A SINGLE LIFT (NO COLD JOINTS)

AutoCAD SHX Text A-201

AutoCAD SHX Text

AutoCAD SHX Text A-201

AutoCAD SHX Text

PLUMBING ABBREVIATIONS PLUMBING SYMBOLS LEGEND

PLUMBING PIPING PLUMBING EQUIPMENT1. ALL PLUMBING WORK SHALL CONFORM TO MICHIGAN

PLUMBING CODE, LATEST APPLICABLE EDITION.

2. INSTALL ALL EQUIPMENT, MATERIALS, AND ACCESSORIES

PER MANUFACTURERS WRITTEN INSTRUCTIONS.

3. INSTALL ISOLATION BALL VALVES @ ALL FIXTURE WATER

SUPPLY LINES.

4. SITE CONTRACTOR TO RUN UTILITIES TO 5'-0" FROM

BUILDING LINE.

5. ALL PIPE SIZES SHOWN ARE SERVICE SIZE. SIZE SLEEVES

FOR 1" CLEAR SPACE BETWEEN PIPE AND SLEEVE FOR

INSTALLATION OF MECHANICAL SEAL.

6. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING

UNDERGROUND UTILITIES BEFORE BEGINNING WORK.

7. MECHANICAL SEALS REQUIRED FOR BELOW GRADE WALL

PENETRATIONS.

8. ALL FLOOR DRAINS TO BE EQUIPPED WITH TRAP PRIMERS

OR TRAP SEAL DEVICES UNLESS OTHERWISE NOTED.

9. 1% SLOPE FOR ALL SANITARY & RAIN CONDUCTOR PIPING.

10. THE CONTRACTOR SHALL FIELD VERIFY THE SIZES,

LOCATION, ELEVATIONS, AND DETAILS OF ALL EXISTING

CONDITIONS THAT MAY AFFECT THE WORK.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING THE INTEGRITY OF ALL EQUIPMENT AND

MATERIALS IN A "NEW" CONDITION DURING

CONSTRUCTION.

12. ALL WORK SHALL BE PERFORMED BY LICENSED

CONTRACTORS AND SUBCONTRACTORS AS REQUIRED BY

LAW.

13. DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE

WITH THE CODES AND REGULATIONS ENFORCED BY

LOCAL BUILDING OFFICIALS.

14. IF THERE IS CONFLICTING INFORMATION IN THE PLANS OR

SPECIFICATIONS THE MORE STRINGENT AND GREATER

COST ITEM SHALL BE USED.

15. DRAWINGS INDICATE REQUIRED SIZES AND POINTS OF

TERMINATION OF PIPES AND SUGGESTED ROUTES. IT IS

NOT INTENTION OF DRAWINGS TO INDICATE ALL

NECESSARY OFFSETS. INSTALL WORK IN MANNER TO

CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS,

PRESERVE HEADROOM AND KEEP OPENINGS AND

PASSAGEWAYS CLEAR. DO NOT SCALE FROM DRAWINGS.

GENERAL PLUMBING NOTES

MISCELLANEOUS NOTES

PLUMBING VALVES

POINT OF CONNECTION BETWEEN NEW AND

EXISTING

POINT OF EXISTING TO REMAIN AND EXISTING

TO BE REMOVED

INDICATES PLAN NOTE

INDICATES DEMOLITION NOTE

DETAIL BUBBLE

DETAIL NUMBER

PAGE LOCATION INDICATES

DIRECTION OF DETAIL SECTION

AD AREA DRAIN

ASR AUTOMATIC SPRINKLER RISER

BFS BELOW FLOOR SLAB

BWV BACK WATER VALVE

CB CATCH BASIN

CI CAST IRON

CO CLEAN OUT

CV CONTROL VALVE

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DWH DOMESTIC WATER HEATER

E.T.C. ELECTRICAL TRADES CONTRACTOR

EWC ELECTRIC WATER COOLER

EXIST EXISTING

FD FLOOR DRAIN

FC FINAL CONNECTIONS

FDC FIRE DEPT. CONNECTION

FF FINISH FLOOR

FHV FIRE HOSE VALVE

FT FEET

GAL GALLON

GD GARBAGE DISPOSAL

GI GREASE INTERCEPTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HB HOSE BIB

HD HEAD (FT)

HP HORSE POWER

ID INSIDE DIAMETER

I.E. INVERT ELEVATION

LAV LAVATORY

LT LAUNDRY TRAY

MA MEDICAL AIR

MAX MAXIMUM

MGC MEDICAL GAS CONSOLE

MH MAN HOLE

MIN MINIMUM

MS MOP SINK

M.T.C. MECHANICAL TRADES CONTRACTOR

NTS NOT TO SCALE

ORD OVERFLOW ROOF DRAIN

OXY OXYGEN

P PUMP

PD PRESSURE DROP

PVC POLY-VINYL-CHLORIDE

RC RAIN CONDUCTOR

RD ROOF DRAIN

RI ROUGH-IN

REQ'D REQUIRED

SAN SANITARY

SHWR SHOWER

SK SINK

SP STAND PIPE

SQ. FT. SQUARE FEET

SS SERVICE SINK

ST STORM

S&W STOP & WASTE

STR STRAINER

SV STACKED VENT

TYP. TYPICAL

UR URINAL

VB VACUUM BREAKER

V.F.A. VARIABLE FREQUENCY DRIVE

VS VENT STACK

VTR VENT THRU ROOF

W WASTE

WB WET BULB

WC WATER CLOSET

WH WALL HYDRANT

WS WASTE STACK

W&V WASTE AND VENT

X-CW EXIST. CW PIPING

ITEM

EXISTING

COLD WATER

COLD WATER BELOW FINISH SLAB

HOT WATER

HOT WATER BELOW FINISH SLAB

HOT WATER RETURN

HOT WATER RETURN BELOW FINISH SLAB

SOFTENED WATER

SOFTENED WATER BELOW FINISH SLAB

SOFTENED WATER RETURN

SOFTENED WATER RETURN BELOW FINISH

SLAB

TEMPERED WATER

TEMPERED WATER BELOW FINISH SLAB

TEMPERED WATER RETURN

TEMPERED WATER RETURN BELOW FINISH

SLAB

DEIONIZED WATER

DEIONIZED WATER BELOW FINISH SLAB

REVERSE OSMOSIS WATER

REVERSE OSMOSIS WATER RETURN BELOW

FINISH SLAB

FIRE PROTECTION

GAS (NATURAL)

GAS (LIQUID PETROLEUM)

ACID RESISTANT

VENT ACID RESISTANT WASTE

ACID RESISTANT WASTE BELOW FINISH SLAB

RAIN CONDUCTOR

STORM BELOW FINISH SLAB

OVERFLOW RAIN CONDUCTOR

OVERFLOW RAIN CONDUCTOR BELOW FINISH

SLAB

SANITARY WASTE

SANITARY WASTE BELOW FINISH SLAB

VENT PIPING

VENT PIPING BELOW FINISH SLAB

COMPRESSED AIR

OXYGEN

NITROUS OXIDE

NITROGEN

MEDICAL AIR

VACUUM

DEMOLITION

GATE VALVE

GAS COCK

CHECK VALVE

BALANCE COCK

CIRCUIT SETTER

TWO-WAY CONTROL VALVE

THREE-WAY CONTROL VALVE

GLOBE VALVE

BALL VALVE

OS&Y VALVE

SOLENOID VALVE

EXPANSION VALVE WITH THERMOSTATIC BULB

PLUG VALVE

BUTTERFLY VALVE

RELIEF VALVE

HOSE & DRAIN END VALVE

PRESSURE RELIEF VALVE

PRESSURE REDUCING VALVE

TRIPLE DUTY VALVE

GAS PRESSURE REGULATOR

STRAINER (BLOW-OFF)

FLOW DIRECTION

PIPING DROP

PIPING RISE

FLOOR CLEANOUT

INLINE PIPING DROP

INLINE PIPING RISE

PIPING TEE

PIPING ELBOW

INLINE CLEANOUT

PLUMBING TRAP

THERMOMETER

CONNECTION

PUMP

UNION

PIPE ANCHOR

PIPE GUIDE

FLOOR DRAIN & FLOOR SINK

BACK FLOW PREVENTER

FLANGE END CONNECTION

WALL HYDRANT & HOSE BIBB

REGULAR & OVERFLOW ROOF DRAIN

PIPE CAP

PIPE BREAK

WATER METER

GAS METER

PRESSURE GAUGE

FIRE HYDRANT

SPRINKLER HEAD (PENDANT)

SPRINKLER HEAD (UPRIGHT)

SPRINKLER HEAD (SIDEWALL)

FIRE DEPARTMENT CONNECTION

PIPING FLEXIBLE CONNECTOR

SIGHT GLASS

PIPE EXPANSION

COMPENSATOR FLOW SENSOR DEVICE

FLOW METER

FLOW SWITCH

PRESSURE SWITCH

SUPERVISORY SWITCH INVERTED

BUCKET TRAP

FLOAT & THERMOSTATIC TRAP

X

X

XX

XXXX

XX

XXXX

CW

CW

HW

HW

HWR

HWR

SW

SW

SWR

SWR

TW

TW

TWR

TWR

DI

DI

RO

RO

FP

G

LP

ARV

ARW

ARW

RC

ST

ORC

ORC

SAN

SAN

V

V

CA

NO

N2

MA

VAC

M

M

P

FS

FT

BT

PS

SS

file no.

checked by drawn by consultant issue date contract order no.

472MTUMAINTPROJ

consultant job no.

22484.00

M a t r ix

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472/20205.SMD

90% CD 04.25.23

BID DOCUMENTS 04.27.23

funding code sheet description

Y23004

P-100

LDT

NAS

PLUMBING

SYMBOLS,

ABBREVIATIONS,

+ NOTES

PLUMBING KEY NOTES

1 1" WATER METER. COORDINATE WATER METER INSTALLATION WITH

LOCAL MUNICIPALITY.

PROVIDE AND INSTALL REDUCED PRESSURE BACKFLOW PREVENTER.

EXTEND 1" NON-POTABLE COLD WATER PIPING TO SPRAY SOLENOID

VALVE AND MAKE FINAL CONNECTION. FIELD VERIFY ROUTING AND

CONNECTION POINT. INSTALL PER SCREENING EQUIPMENT

MANUFACTURER'S INSTALLATION REQUIREMENTS.

INSTALL SOLENOID VALVE AT LOCATION SHOWN (SOLENOID VALVE

PROVIDED BY OTHERS).

3" VENT STACK DOWN TO BELOW FLOOR WITH CLEANOUT AT BASE OF

STACK.

GENERAL KEY NOTES

1. ALL WORK AND MATERIALS IN SCREEN ROOM SHALL BE FOR A

CLASS 1, DIVISION 1 HAZARDOUS ENVIRONMENT.

MHB-1

1" NON-POTABLE COLD WATER BELOW GRADE

(REFER TO SITE UTILITY PLAN FOR CONTINUATION)

1" CW

3/4" CW

FD-1

4" SAN

(BELOW GRADE)

3" VTR

3" V

SCREENING EQUIPMENT LOCATION

(PROVIDED BY OTHERS)

WATER

METER

ASSEMBLY

12" SAN (BELOW

GRADE)

REFER TO SITE

UTILITY PLAN FOR

CONTINUATION

12" SAN (BELOW GRADE)

REFER TO SITE UTILITY

PLAN FOR CONTINUATION

file no.

checked by drawn by consultant issue date contract order no.

472MTUMAINTPROJ

consultant job no.

22484.00

M a t r ix

D E

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472/20205.SMD

90% CD 04.25.23

BID DOCUMENTS 04.27.23

funding code sheet description

Y23004

N FLOOR PLAN - PLUMBING NEW

SCALE: 1/4" = 1'-0"

0 1 5 10

LDT

NAS

P-400

FLOOR PLAN - PLUMBING

NEW

Sheets and Views
Handlon Grider House - CDs-A-101
Handlon Grider House - CDs-A-201
Handlon Grider House - CDs-A-301
Handlon Grider House - CDs-A-401
Handlon Grider House - CDs-A-501
Handlon Grider House - CDs-A-502

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