Drawings - - SAS Operatios Center Lubrication and Diesel Exhaust Lubrication Equipment (1 of 2).pdf

PDF 29 MB Posted

Attached to
Kent ISD CNC Machine for Welding Program
Solicitation number
RFP-KSD-240000003047-2
Issued by
Kent County, Michigan

About this file

Written by GovTribe AI ·

This document appears to be drawings for the SAS Operations Center Lubrication and Diesel Exhaust Lubrication Equipment project. The drawings are part of a state or local government contract opportunity, though the specific jurisdiction is not stated.

The drawings appear to detail the equipment and layout for the lubrication and diesel exhaust systems required for the SAS Operations Center project. The document does not provide additional details on the full scope of work, quantities of equipment, response deadlines, site visit requirements, or contract term. Without access to the full solicitation document, I cannot summarize pricing terms, set-asides, funding sources, or other salient commercial details.

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© Copyright 2016 Hobbs+Black Associates, Inc.

ALL RIGHTS RESERVED

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HOBBS + BLACK ASSOCIATES, INC.

100 N. STATE STREET

ANN ARBOR, MICHIGAN 48104

PHONE: (734) 663-4189

FAX: (734) 663-1770

ARCHITECT / INTERIOR DESIGN

A.R. BROUWER COMPANY

2830 BAKER ROAD., SUITE 100

DEXTER, MI 48103

DESIGN BUILD CONTRACTOR

SALINE PUBLIC SCHOOLS

7265 N ANN ARBOR STREET

SALINE, MI 48176

OWNER

PHONE: (734) 426-9980

FAX: (734) 426-9985

PHONE: (734) 401-4000

FAX: (734) 401-4098

IMEG CORP.

201 S. ANN ARBOR STREET

SALINE, MI 48176

PHONE: (734) 316-5700

CIVIL / MEP DESIGN BUILD ENGINEERS

WOLVERINE STEEL ERECTORS, INC.

8150 JACKSON RD SUITE A

ANN ARBOR, MI 48103

PHONE: (734) 424-0568

FAX: (734) 424-0672

P.E.M.B. DESIGN BUILD ENGINEER

THE EISEN GROUP

48679 ALPHA DRIVE #190

WIXOM, MI 48393

PHONE: (248) 545-1002

DOOR HARDWARE CONSULTANT

IMEG CORP.

33533 TWELVE MILE RD., SUITE 200

FARMINGTON HILLS , MI 48331

PHONE: (248) 344-2800

STRUCTURAL ENGINEERS

AutoCAD SHX Text Saline Area Schools Operations Center

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CONSULTANT

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SHEET TITLE

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SHEET NUMBER

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PROJECT NUMBER

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PROJECT

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DATE ISSUED

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CHECKED BY

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DRAWN BY

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AutoCAD SHX Text 22-715

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COVER

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SALINE AREA SCHOOLS OPERATIONS CENTER

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1255 TEFFT COURT SALINE, MICHIGAN 48176

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ISSUE FOR CONSTRUCTION NOVEMBER 08, 2023

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STATE PLAN REVIEW

AutoCAD SHX Text 7/26/2023

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BID PACK #2

AutoCAD SHX Text 8/16/2023

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BID PACK #2 ADD. #2

AutoCAD SHX Text 8/28/2023

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BID PACK #3

AutoCAD SHX Text 9/21/2023

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BID PACK #4

AutoCAD SHX Text 10/12/2023

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ISSUE FOR CONSTR.

AutoCAD SHX Text 11/08/2023

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CONSULTANT

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SHEET TITLE

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SHEET NUMBER

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PROJECT NUMBER

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PROJECT

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DATE ISSUED

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CHECKED BY

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DRAWN BY

AutoCAD SHX Text Sheet Size - 30x42

AutoCAD SHX Text 22-715

AutoCAD SHX Text A-001

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DRAWING

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INDEX, NOTES

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SYMBOLS &

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ABBREVIATIONS

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FT.

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FEET, FOOT

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VEST.

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VESTIBULE

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HW

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HOT WATER

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INSTALL, INSTALLATION

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INSIDE DIAMETER

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HOT WATER HEATER

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LAMINATE, LAMINATED

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KNOCK-OUT PANEL

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INVERT ELEVATION

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INSULATE, INSULATION

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LEFT HAND REVERSE

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JOINT

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LEFT HAND

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KICK PLATE

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LIGHT

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LIGHTING

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INFORMATION

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HYDRANT

AutoCAD SHX Text INCH or INCHES

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INTERIOR

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INVERT

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JT

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AutoCAD SHX Text L.H.

AutoCAD SHX Text K.O.P.

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LAM.

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LT.

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LT'G

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AutoCAD SHX Text H.W.H.

AutoCAD SHX Text I.D.

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INFO.

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HYD.

AutoCAD SHX Text IN. or "

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INSTAL.

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INT.

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INV.

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INSUL.

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WELDED WIRE MESH

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WINDOW CONTRACTOR

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WELDED WIRE FABRIC

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VINYL WALL COVERING

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VINYL COMPOSITION TILE

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WINDOW OPENING

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WATERPROOFING

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WATER RESISTANT

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WITHOUT

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WIRE MESH

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WITH

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WOOD

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YARD

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WOMEN

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VINYL TILE

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VOLT

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WINDOW

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WEIGHT

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AutoCAD SHX Text W/O

AutoCAD SHX Text W/

AutoCAD SHX Text W.W.M.

AutoCAD SHX Text W.M.

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WIN. CONTR.

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WD.

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YD.

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WOM.

AutoCAD SHX Text V.

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WP

AutoCAD SHX Text W.R.

AutoCAD SHX Text V.T.

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WIN

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ST

AutoCAD SHX Text W.W.F.

AutoCAD SHX Text V.W.C.

AutoCAD SHX Text V.C.T.

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GENERAL CONTRACTOR

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GALVANIZED IRON

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HEATING, VENTILATION,

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AIR CONDITIONING

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HIGH PRESSURE LAMINATE

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HORIZONTAL, HORIZONTALLY

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HANDICAPPED

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HIGH POINT

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HEIGHT

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HOLLOW METAL

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HOSE BIBB

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GAUGE

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GALVANIZED

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GLASS

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GENERAL

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GYPSUM

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HARDWARE

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GRADE

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HVAC

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HG'T

AutoCAD SHX Text H.M.

AutoCAD SHX Text H.P.

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HORIZ.

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GALV.

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GA.

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GL.

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GEN.

AutoCAD SHX Text G.I.

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GYP.

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HDWR

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GR.

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FIRE HOSE CABINET

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FINISH, FINISHED

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FIRE VALVE CABINET

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FURRED, FURRING

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FURNISH, FURNISHED

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FIRE EXTINGUISHER CABINET

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FIXTURE

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FLASHING

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FRAME

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FOUNDATION

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FOOTING

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FLOOR

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FLOOR DRAIN

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GAS

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FIRE ALARM

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FIRE HYDRANT

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FINISH FLOOR

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FIREPROOFING

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FIXT.

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FD'N

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FR.

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FL'R

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FLASH.

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FURR.

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FURN.

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FIN.

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AutoCAD SHX Text F.A.

AutoCAD SHX Text F.F.

AutoCAD SHX Text F.V.C.

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FPRF'G

AutoCAD SHX Text TOP OF COVER or CURB

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TONGUE AND GROOVE

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VERTICAL, VERTICALLY

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UNLESS NOTED OTHERWISE

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UNDERWRITER'S LABORATORIES, INC.

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TOILET PAPER HOLDER

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TOILET PAPER DISPENSER

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VERIFY IN FIELD

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VENT THRU ROOF

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TOP OF MASONRY

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TOP OF FOOTING

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TOP AND BOTTOM

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TOP OF WALL

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TYPICAL

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TOTAL LOAD

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TREAD

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TOILET

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TOP OF STEEL

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AutoCAD SHX Text T.L.

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UL

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AutoCAD SHX Text V.T.R.

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TYP.

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VERT.

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AutoCAD SHX Text T.P.H.

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AutoCAD SHX Text T.O.M.

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TOIL.

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STRUCTURAL STEEL CONTRACTOR

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SUSPEND, SUSPENSION

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SQUARE FEET (FOOT)

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THICK, THICKNESS

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TEMPERED GLASS

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STRUCTURAL STEEL

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STAINLESS STEEL

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TACKBOARD

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TEMPERATURE

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TELEPHONE

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SURFACE

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THRESHOLD

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STANDARD

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STORAGE

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STAGGERED

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SQUARE

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STEEL

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STREET

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STRUCTURAL

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S. ST'L

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SUSP.

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TACK BD.

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TEMP.

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TEL.

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SURF.

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THRES.

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TH'K

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TEMP. GL.

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SQ.

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ST.

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STRUCT.

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ST. ST'L

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ST'D

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STOR.

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ST'L

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STAG'D

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%%UADDENDUM/BULLETIN:

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%%UROOM NAME & NO.:

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%%UDOOR NO.:

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%%UWALL TYPE:

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BR'G

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BEARING

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NOT IN CONTRACT

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PROP.

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PROPERTY

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DEMO

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DEMOLITION

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ELEC.

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ELECTRIC, ELECTRICAL

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ELECTRIC WATER COOLER

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ELETRICAL PANEL

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EXPANSION BOLT

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ELEVATION (HEIGHT LEVEL)

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EXPANSION JOINT

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ENVIRONMENT

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EQUAL

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EQUIPMENT

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EXPANSION

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EXCAVATED

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EXISTING

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EXTERIOR

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FABRIC

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EMERGENCY

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ELIMINATE

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ELEVATOR

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ENCLOSURE

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ENAMEL

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ENVIR.

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EQ.

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EQUIP.

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EXP.

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EXIST.

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EXC.

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EXP. B.

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EXT.

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FAB.

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EJ

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ELIM.

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ELEV.

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EL.

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EWC

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EMERG.

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ENCL.

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ENAM.

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DRINKING FOUNTAIN

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ELASTOMERIC WATERPROOFING

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DOWN

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DOUBLE

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EACH

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DRAWING

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DOWELS

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EACH WAY

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EACH FACE

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DEPARTMENT

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DIRECTORY

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DIMENSION

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DIFFUSER

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DIAMETER

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DETAIL

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DOOR

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DOOR OPENING

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DITTO

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DN

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DB'L

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DW'G

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EA.

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DW'LS

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ELAS. W.P.

AutoCAD SHX Text E.F.

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DEPT.

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DIFF

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DIR.

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DIM.

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DIA.

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DET.

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DR.

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DO.

AutoCAD SHX Text R.O.

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ROUGH OPENING

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SANITARY NAPKIN DISPOSAL

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SANITARY NAPKIN DISPENSER

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SOAP DISPENSER

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SPECIFICATIONS

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SERVICE SINK

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SHEET METAL

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SIMILIAR

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SHOWER

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SHELVING

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SHEET

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SPEAKER

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SOUTH

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SCHEDULE

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SANITARY

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RUBBER TILE

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ROUND

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SECTION

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SECRETARY

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SIM.

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SHLV'G

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S. DISP.

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SH'R

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SHT.

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SPK'R

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SPEC.

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SECT.

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SAN.

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SCHED.

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S.N. DISP.

AutoCAD SHX Text S.N.D.

AutoCAD SHX Text REINFORCE, REINFORCING or

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RIGHT HAND REVERSE

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REFLECTED, REFLECTIVE

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REVISED, REVISION

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REINFORCEMENT

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RAIN CONDUCTOR

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RIGHT OF WAY

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RIGHT HAND

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RESILIENT

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RISER

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ROOFING

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ROOM

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ROOF SUMP

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REFERENCE

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RADIUS

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QUARRY TILE

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REQUIRED

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RESIL.

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REV.

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RM.

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RF'G

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REQ'D

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RAD.

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REFRIG.

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REINF.

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REFL.

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REF.

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CHECKERED PLATE

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CORRIDOR, CORRUGATED

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CONTINUE, CONTINUOUS

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CONNECT, CONNECTION

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CONCRETE MASONRY UNIT

AutoCAD SHX Text CONTROL or CONSTRUCTION JOINT

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CONTRACTOR

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COUNTER

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CONSTRUCTION

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DEAD LOAD

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DAMP PROOFING

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CHANNEL

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COLD WATER

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COMPACTED

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COLUMN

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CLOSET

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CONFERENCE

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CONCRETE

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CONN.

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CT'R

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CORR.

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CONT.

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CJ

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CONTR.

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CONST.

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CW

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COL.

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COMP.

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CLO.

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CHK'D PL.

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CONF.

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CONC.

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CENTER TO CENTER

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BUILT-UP ROOFING

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CABINET

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CEILING

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CENTER LINE

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CAST IN PLACE

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CATCH BASIN

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CHALKBOARD

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CERAMIC TILE

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CERAMIC

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BENCH MARK

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BLOCK

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BOARD

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BLOCKING

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BITUMINOUS

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BETWEEN

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BUILDING

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BOTTOM

AutoCAD SHX Text B.U.R.

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CAB.

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CL'G

AutoCAD SHX Text C/C

AutoCAD SHX Text C.L.

AutoCAD SHX Text C.B.

AutoCAD SHX Text C.I.P.

AutoCAD SHX Text C.T.

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CHALK BD.

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CER.

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BL'K

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BLK'G

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BD.

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BITUM.

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BET.

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BOTT.

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BLD'G

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PRESSURE TREATED

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POUNDS PER SQUARE FOOT

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PROJECT, PROJECTION

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POLYVINYL CHLORIDE

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PHYSICALLY HANDICAPPED

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PREFABRICATED

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POLISH, POLISHED

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PLASTIC LAMINATE

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PRECAST

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POUNDS

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POWER

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PLASTER

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PIECES

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PERIMETER

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PLATE

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POINT

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POINTS

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PLYWOOD

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POL.

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PVC

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AutoCAD SHX Text

LBS

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PREFAB.

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AutoCAD SHX Text

PWR.

AutoCAD SHX Text P.T.

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PROJ.

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PL.

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PT

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PT'S

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PC'S

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PLY'WD

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PL. LAM.

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PLAS.

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PERIM.

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PAPER TOWEL RECEPTACLE

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PAPER TOWEL DISPENSER

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OPPOSITE HAND

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OUTSIDE DIAMETER

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OVERHEAD

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PARTITION

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PAVEMENT

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PAINTED

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PAIR

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PERFORATED

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PENTHOUSE

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PAVING

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NOT TO SCALE

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NUMBER

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OPPOSITE

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OPENING

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ON CENTER

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OFFICE

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PR

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PART'N

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PVM'T

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PT'D

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PENTHSE

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PERF.

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PV'G

AutoCAD SHX Text O.C.

AutoCAD SHX Text O.D.

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OPP. HD.

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OPN'G

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OPP.

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OFF.

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AutoCAD SHX Text N.T.S.

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%%UCOLUMN CENTERLINE - NEW:

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%%UGRADE ELEVATIONS:

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%%UELEVATION SYMBOL:

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%%UBUILDING SECTIONS:

AutoCAD SHX Text %%ULARGE SCALE PLAN or DETAIL:

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ABBREVIATIONS

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ANCH.

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ANCHOR, ANCHORAGE

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ARCHITECT, ARCHITECTURAL

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ASPHALT

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ASSISTANT

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ASSEMBLY

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AT

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AUXILIARY

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AUTOMATIC

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BARRIER FREE

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BEAM

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BASEMENT

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BASE PLATE

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ANGLE

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APPROVED

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ANODIZED

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AND

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APPROXIMATE

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ANCHOR BOLTS

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ASH TRAY

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ASPH.

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ASS'Y

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ASS'T

AutoCAD SHX Text B.F.

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AUTO

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AUX.

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BSM'T

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BM

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B. PL.

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APPR.

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ANOD.

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APPROX.

AutoCAD SHX Text A.T.

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ARCH.

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ACOUSTIC, ACOUSTICAL

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ABOVE FINISHED FLOOR

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ACOUSTIC CEILING TILE

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ADJUSTABLE

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ADDITION

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ACCESS PANEL

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ACCESS DOOR

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ALTERNATE

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ALUMINUM

AutoCAD SHX Text A.F.F.

AutoCAD SHX Text A.D.

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ADJ.

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ADD'N

AutoCAD SHX Text A.C.T.

AutoCAD SHX Text A.P.

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ACOUS.

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ALT.

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ALUM.

AutoCAD SHX Text M.T.

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MARBLE THRESHOLD

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MISCELLANEOUS IRON CONTRACTOR

AutoCAD SHX Text METAL or METALLIC

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MISCELLANEOUS

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METAL EDGE STRIP

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MASONRY OPENING

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MEZZANINE

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MULLION

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MOUNTED

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MINIMUM

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MIRROR

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NOMINAL

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NORTH

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NATURAL

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MECHANICAL

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MEDIUM

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MAXIMUM

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MATERIAL

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MASONRY

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MEZZ.

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MIR.

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MIN.

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MISC.

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MULL.

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MT'D

AutoCAD SHX Text M.I.C.

AutoCAD SHX Text N.

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NOM.

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NATURAL.

AutoCAD SHX Text M.O.

AutoCAD SHX Text M.E.S.

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MAT'L

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MECH.

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MET.

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MED.

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MAX.

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MAS.

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LONG LEG HORIZONTAL

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LONG LEG VERTICAL

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LOUVER OPENING

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LIGHTING PANEL

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LOW POINT

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LIVE LOAD

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LIGHTWEIGHT

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MACHINE

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MANHOLE

AutoCAD SHX Text L.P.

AutoCAD SHX Text L.O.

AutoCAD SHX Text L.P.

AutoCAD SHX Text L.L.

AutoCAD SHX Text L.L.V.

AutoCAD SHX Text L.L.H.

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LT'WT

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MH

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MACH.

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%%UDETAIL SYMBOL

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%%UDETAIL CUT SYMBOL:

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SYMBOLS LEGEND

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GENERAL NOTES

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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH STATE OF MICHIGAN STANDARDS ALL WORK SHALL BE DONE IN ACCORDANCE WITH STATE OF MICHIGAN STANDARDS AND SPECIFICATIONS, STATE OF MICHIGAN REGULATIONS, AND ALL OTHER APPLICABLE CODES AND SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF THE INDUSTRY. INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 2015 MICHIGAN BUILDING CODE 2015 MICHIGAN PLUMBING CODE 2015 MICHIGAN MECHANICAL CODE 2014 MICHIGAN ELECTRICAL CODE OSHA - TITLE 29 PART 1910 OF THE CODE OF FEDERAL REGULATIONS STATE OF MICHIGAN OCCUPATIONAL SAFETY STANDARDS CITY OF SALINE ZONING ORDINANCE + ALL SUPPLEMENTS TO ABOVE CODES CITY OF SALINE ENGINEERING DESIGN STANDARDS 2002 STATE OF MICHIGAN BARRIER FREE DESIGN RULES (AMENDMENTS TO PART 4 BUILDING CODE RULES) UFAS UNIFORM FEDERAL ACCESSIBILITY STANDARDS 2. THE BUILDING WILL HAVE A FIRE ALARM SYSTEM & AN AUTOMATIC FIRE SUPPRESSION THE BUILDING WILL HAVE A FIRE ALARM SYSTEM & AN AUTOMATIC FIRE SUPPRESSION SYSTEM THROUGHOUT, INSTALLED IN ACCORDANCE W/ NFPA 13 REQUIREMENTS. 3. DIMENSIONS ARE TO FACE OF MASONRY, FACE OF GYP BD, OR CENTERLINE OF DIMENSIONS ARE TO FACE OF MASONRY, FACE OF GYP BD, OR CENTERLINE OF COLUMN U.N.O. 4. CARPENTRY CONTRACTOR SHALL FURNISH & INSTALL SHT MTL OR NON-COMBUSTIBLE CARPENTRY CONTRACTOR SHALL FURNISH & INSTALL SHT MTL OR NON-COMBUSTIBLE BLOCKING IN GYP BD PARTITIONS FOR ANCHORAGE OF WALL-ATTACHED ITEMS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: MILLWORK ITEMS, CABINETRY, FIXTURE, GRAB BARS, ETC. 5. THE GENERAL CONTRACTOR SHALL NOTIFY MISS DIG (1-800-482-7171) IN ACCORDANCE THE GENERAL CONTRACTOR SHALL NOTIFY MISS DIG (1-800-482-7171) IN ACCORDANCE W/ ACT 53, P.A. 1974 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 6. ALL COMPONENTS & ACCESSORIES FOR ACCESSIBLE ROUTES REQ'D BY THE ADA ALL COMPONENTS & ACCESSORIES FOR ACCESSIBLE ROUTES REQ'D BY THE ADA (AMERICANS WITH DISABILITIES ACT) & THE STATE OF MICHIGAN ARE TO BE PROVIDED. 7. FINAL LOCATION OF FIRE EXTINGUISHER CABINETS WILL BE REVIEWED IN FIELD FINAL LOCATION OF FIRE EXTINGUISHER CABINETS WILL BE REVIEWED IN FIELD W/ BUILDING OFFICIAL PRIOR TO INSTALLATION ROUGH-IN. 8. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY. 9. THE CONTRACTOR SHALL BECOME FAMILIAR AND COMPLY WITH ALL THE CONTRACTOR SHALL BECOME FAMILIAR AND COMPLY WITH ALL APPLICABLE OWNER REQUIREMENTS AND CONDITIONS. 10. DURING CONSTRUCTION, THE CONTRACTORS SHALL TAKE PRECAUTIONS DURING CONSTRUCTION, THE CONTRACTORS SHALL TAKE PRECAUTIONS NOT TO DAMAGE ANY EXISTING MATERIALS, ITEMS OR CONDITIONS. SHOULD SUCH DAMAGE OCCUR, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL SUCH DAMAGED MATERIALS, ITEMS OR CONDITIONS AT HIS OWN EXPENSE TO THE SATISFACTION OF THE OWNER. 11. THE CONTRACTORS SHALL KEEP THE CONSTRUCTION SITE IN A NEAT AND ORDERLY THE CONTRACTORS SHALL KEEP THE CONSTRUCTION SITE IN A NEAT AND ORDERLY CONDITION AND SHALL REMOVE RUBBISH DAILY OR AS DIRECTED BY THE OWNER/ D/B CONTR. MATERIALS SHALL BE STORED IN AREAS APPROVED IN WRITING BY THE OWNER. 12. ALL INT FINISH MATERIALS SHALL BE CLASS "A" AS REQ'D BY CODE & SHALL BE ALL INT FINISH MATERIALS SHALL BE CLASS "A" AS REQ'D BY CODE & SHALL BE PROPERLY CERTIFIED TO THE ARCHITECT. 13. CONTRACTORS SHALL CLOSELY COORDINATE THEIR WORK SCHEDULE W/ THE CONTRACTORS SHALL CLOSELY COORDINATE THEIR WORK SCHEDULE W/ THE OWNER/D/B CONTR. 14. THE CONTRACTORS SHALL PROVIDE CERTIFICATES OF INSURANCE AS REQ'D BY THE CONTRACTORS SHALL PROVIDE CERTIFICATES OF INSURANCE AS REQ'D BY THE OWNER/D/B CONTR PRIOR TO STARTING CONSTRUCTION. 15. THE WORK SHALL NOT BE CONSIDERED COMPLETE AND CERTIFICATION OF THE THE WORK SHALL NOT BE CONSIDERED COMPLETE AND CERTIFICATION OF THE FINAL PAYMENT WILL NOT BE MADE UNTIL DEBRIS HAS BEEN REMOVED FROM THE JOB SITE, ALL UNUSED CONSTRUCTION MATERIAL AND ITEMS HAVE EITHER BEEN REMOVED FROM THE BUILDING OR STORED AT THE OWNER'S DIRECTION. 16. IT IS THE RESPONSIBILITY OF EACH TRADE TO BID THIS PROJECT FROM A COMPLETE IT IS THE RESPONSIBILITY OF EACH TRADE TO BID THIS PROJECT FROM A COMPLETE SET OF PLANS & SPECS. THE MORE EXPENSIVE OF THE OPTIONS SHALL BE INCLUDED IN THE BID. ANY INFORMATION FOUND ON THE PLANS & NOT IN THE SPECS, OR FOUND IN SPECS & NOT IN THE DRWGS, SHALL BE CONSTRUED AS TO BE INCLUDED IN BOTH THE SPECS AND THE DRWGS. ANY CONFLICT BETWEEN THE PLANS & SPECS WILL BE INTERPRETED BY THE ARCHITECT THROUGH A PROCESS MANAGED BY THE D/B CONTR. 17. ALL WORK SHOWN IS TO BE INCLUDED IN THE SCOPE OF WORK U.N.O. AS "NOT IN ALL WORK SHOWN IS TO BE INCLUDED IN THE SCOPE OF WORK U.N.O. AS "NOT IN CONTRACT" (N.I.C.). 18. ALL COMPONENTS FOR THE PROPER COMPLETION OF THE STAIRS AND ELEVATORS ALL COMPONENTS FOR THE PROPER COMPLETION OF THE STAIRS AND ELEVATORS ARE TO BE INCLUDED. THE D/B CONTR SHALL DETERMINE WHICH COMPONENTS ARE PROVIDED BY WHICH TRADES. 19. THE D/B CONTR SHALL VERIFY SIZE & LOCATION OF ALL OPENINGS IN MASONRY OR THE D/B CONTR SHALL VERIFY SIZE & LOCATION OF ALL OPENINGS IN MASONRY OR CONC WALLS, REQ'D BY ALL CONTRACTORS, PRIOR TO CONSTRUCTION. 20. THE CONTRACTOR SHALL INSURE THAT SOLID BACKING IS PROVIDED FOR THE CONTRACTOR SHALL INSURE THAT SOLID BACKING IS PROVIDED FOR ANCHORAGE OF ARCHITECTURAL, MECHANICAL OR ELECTRICAL ITEMS. 21. ALL PIPE & CONDUIT PENETRATIONS THRU ANY FLR SHALL BE SLEEVED W SLEEVES ALL PIPE & CONDUIT PENETRATIONS THRU ANY FLR SHALL BE SLEEVED W SLEEVES EXTENDING 2" MIN ABOVE THE FLR LEVEL (TYPICAL FOR MECH, ELECT, PLUMBING & FIRE PROTECTION ITEMS, SLEEVES SHALL BE SUPPLIED BY MECH AND ELECT TRADES).

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%%UTITLE

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FILENAME

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A-XXX

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A-XXX

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A-XXX

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DETAIL NUMBER

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DETAIL SHEET

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SHEETS WHERE REFERENCED

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SHEET DETAIL IS SHOWN ON

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DETAIL NUMBER

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DETAIL NUMBER

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A-XXX

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AutoCAD SHX Text N

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DETAIL NUMBER

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SHEET ELEVATION IS SHOWN ON

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SHEET WHERE PLAN OR DETAIL IS SHOWN ON

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SHEET ELEVATION IS SHOWN ON

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DETAIL NUMBER

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COLUMN NUMBER

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EXISTING

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PROPOSED

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ROOM NUMBER

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DOOR NUMBER

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WALL TYPE NUMBER

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A-XXX

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A-XXX

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A-XXX

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A-XXX

AutoCAD SHX Text A

AutoCAD SHX Text 100.00

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%%UROOM

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ADDENDUM 1

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POST BID ADD. A

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PROP REQ 1

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SUPP. INSTR. A

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INDEX OF DRAWINGS

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ISSUED:

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TITLE SHEET

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%%UGENERAL

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DRAWING INDEX, NOTES, SYMBOLS & ABBREVIATIONS

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%%UARCHITECTURAL

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ARCHITECTURAL SITE PLAN

AutoCAD SHX Text A-050

AutoCAD SHX Text A-600

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FIRST FLOOR REFLECTED CEILING PLAN

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AutoCAD SHX Text A-200

AutoCAD SHX Text A-300

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MEZZANINE LEVEL FLOOR PLAN

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EXTERIOR ELEVATIONS

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BUILDING SECTIONS

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%%USTRUCTURAL

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GENERAL NOTES

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BID PACK #2

AutoCAD SHX Text 8/16/2023

AutoCAD SHX Text A-005

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LIFE SAFETY

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FIRST FLOOR PLAN

AutoCAD SHX Text A-100

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ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

AutoCAD SHX Text A-110

AutoCAD SHX Text A-603

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ROOM FINISH SCHEDULE

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DOOR FINISH SCHEDULE

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PROVIDED UNDER HBA CONTRACT

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%%ULEGEND

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PROVIDED BY DESIGN BUILD CONTRACTOR

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SCALE -

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%%USITE LOCATION MAP

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NOT TO SCALE

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NORTH

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RIGID

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PLASTIC

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FACE BRICK

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TILE

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SAND FILL

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WOOD TRIM

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PRECAST

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LAMINATE

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CONCRETE/

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CONCRETE

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BLOCK

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DOUBLE

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HATCH

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CONCRETE/

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PRECAST

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GYP. BD.

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SOLID

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W/ FIT

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AR-SAND

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PLINES

AutoCAD SHX Text U @ 90%%D

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GRANITE

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METAL

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DIMENSIONAL

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CONCRETE

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AR-CONC

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LINE

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EARTH

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EARTH

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LINE

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LUMBER

AutoCAD SHX Text U @ 8/3"

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BLOCKING

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BRICK

AutoCAD SHX Text U @ 8"

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BLOCK

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AR-SAND

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BI.LSP

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ANSI32

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METAL

AutoCAD SHX Text U & 45%%D

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LINES

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PLYWOOD

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INSULATION

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GYPSUM BOARD

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PLASTER

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INSULATION

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BATT/BLANKET

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AR-SAND

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MATERIAL LEGEND

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%%USECTION

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U,AR-SAND

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FIT PLINES

AutoCAD SHX Text U @ 90%%D

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GRATE

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%%UELEVATION

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AutoCAD SHX Text U @ 90%%D, AutoCAD SHX Text

AR-SAND

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WALL SECTIONS

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WALL SECTIONS

AutoCAD SHX Text A-312

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WALL SECTIONS

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SPECIAL INSPECTIONS

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STRUCTURAL PLANS

AutoCAD SHX Text S-100

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STRUCTURAL SECTIONS

AutoCAD SHX Text S-200

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STRUCTURAL SECTIONS

AutoCAD SHX Text S-201

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STATE PLAN REVIEW

AutoCAD SHX Text 7/26/2023

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MASONRY & FOUNDATION DETAILS

AutoCAD SHX Text S-400

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TYPICAL STEEL DETAILS

AutoCAD SHX Text S-500

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SITE DETAILS

AutoCAD SHX Text A-051

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COVER

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SALINE AREAS SCHOOLS OPERATION CENTER

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BID PACK #2

AutoCAD SHX Text 8/16/2023

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STATE PLAN REVIEW

AutoCAD SHX Text 7/26/2023

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STRUCTURAL SECTIONS

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STRUCTURAL SECTIONS

AutoCAD SHX Text S-300

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TYPICAL CONCRETE DETAILS

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TYPICAL STEEL DETAILS

AutoCAD SHX Text A-313

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WALL SECTIONS

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BID PACK #2 ADD. #2

AutoCAD SHX Text 8/28/2023

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AutoCAD SHX Text 8/28/2023

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BID PACK #2 ADDENDUM #2

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ROOF DETAILS

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BID PACK #3

AutoCAD SHX Text 9/21/2023

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BID PACK #3

AutoCAD SHX Text 9/21/2023

AutoCAD SHX Text A-314

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WALL SECTIONS

AutoCAD SHX Text A-321

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SECTION DETAILS

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SECTION DETAILS

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SECTION DETAILS

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SECTION DETAILS

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SECTION DETAILS

AutoCAD SHX Text A-401

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PLAN DETAILS

AutoCAD SHX Text A-605

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DOOR DETAILS

AutoCAD SHX Text A-402

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PLAN DETAILS

AutoCAD SHX Text A-403

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PLAN DETAILS

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PLAN DETAILS

AutoCAD SHX Text A-700

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INTERIOR ELEVATIONS

AutoCAD SHX Text A-705

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INTERIOR MILLWORK DETAILS

AutoCAD SHX Text A-900

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FLOOR FINISH PLAN

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BID PACK #4

AutoCAD SHX Text 10/12/2023

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BID PACK #4

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ISSUE FOR CONSTRUCTION

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UPDATED FOR FCS

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ISSUE FOR CONSTR.

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KATHRYN

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BATHROOM SINK

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VITREOUS CHINA

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KATHRYN

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BATHROOM SINK

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VITREOUS CHINA

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KATHRYN

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BATHROOM SINK

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VITREOUS CHINA

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KATHRYN

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BATHROOM SINK

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VITREOUS CHINA

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BROCKWAY

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C_SINKS

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CAST IRON

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BROCKWAY

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C_SINKS

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CAST IRON

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BROCKWAY

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C_SINKS

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CAST IRON

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WELD

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MISC RACKING

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MISC RACKING

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MISC RACKING

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MISC RACKING

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BROCKWAY

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C_SINKS

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CAST IRON

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BROCKWAY

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C_SINKS

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BROCKWAY

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C_SINKS

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BROCKWAY

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C_SINKS

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BROCKWAY

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C_SINKS

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BROCKWAY

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C_SINKS

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CAST IRON

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TOOL CHEST

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TOOL CHEST

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TOOL CHEST

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BROCKWAY

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C_SINKS

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CAST IRON

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BROCKWAY

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C_SINKS

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CAST IRON

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BROCKWAY

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C_SINKS

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CAST IRON

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LIFE SAFETY

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%%UFLOOR PLAN

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UX92AP01

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LIFE SAFETY

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%%UMEZZANINE

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UX92AP01

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EXIT ACCESS 116 FT

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EXIT ACCESS 97' FT

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EXIT ACCESS 104' FT

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EXIT ACCESS 70' FT

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EXIT ACCESS 97' FT

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COMMON PATH 82' FT

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EXIT ACCESS 82' FT

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EXIT ACCESS 154' FT

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OFFICE INDUSTRIAL STORAGE EXIT SIGN DIRECTIONAL EXIT SIGN

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ZONE 1: 7,165 SF

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ZONE 2: 4,876 SF

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MEZZANINE 2: 2,098 SF

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MEZZANINE 1: 2,729 SF

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LEVEL 1 AREA: 25,900 SF

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FULL HEIGHT WALL

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EXIT ACCESS 154' FT

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EXIT ACCESS 125' FT

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330 OCC EXIT CAPACITY

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330 OCC EXIT CAPACITY

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330 OCC EXIT CAPACITY

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330 OCC EXIT CAPACITY

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165 OCC EXIT CAPACITY

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165 OCC EXIT CAPACITY

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330 OCC EXIT CAPACITY

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330 OCC EXIT CAPACITY

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165 OCC EXIT CAPACITY

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165 OCC EXIT CAPACITY

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330 OCC EXIT CAPACITY

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CONSULTANT

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SHEET TITLE

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SHEET NUMBER

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PROJECT NUMBER

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PROJECT

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DATE ISSUED

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CHECKED BY

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LIFE SAFETY

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CODE REVIEW

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PLUMBING FIXTURE COUNTS

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APPLICABLE CODES

AutoCAD SHX Text THE BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH: - MICHIGAN BUILDING CODE 2015 EDITION MICHIGAN BUILDING CODE 2015 EDITION 2015 EDITION - MICHIGAN MECHANICAL CODE 2015 EDITION MICHIGAN MECHANICAL CODE 2015 EDITION 2015 EDITION - MICHIGAN PLUMBING CODE 2018 EDITION MICHIGAN PLUMBING CODE 2018 EDITION 2018 EDITION - MICHIGAN ELECTRICAL CODE BASED ON THE 2017 NATIONAL ELECTRICAL CODE PART 8 STATE AMENDMENTS. MICHIGAN ELECTRICAL CODE BASED ON THE 2017 NATIONAL ELECTRICAL CODE PART 8 STATE AMENDMENTS. - ICC / ANSI A117.1 - 2009 & MICHIGAN BARRIER FREE DESIGN LAW OF PUBLIC ACT 1 OF 1966 AS AMENDED ICC / ANSI A117.1 - 2009 & MICHIGAN BARRIER FREE DESIGN LAW OF PUBLIC ACT 1 OF 1966 AS AMENDED - 2015 INTERNATIONAL ENERGY CONSERVATION CODE PART 10 WITH ANSI / ASHRAE / IESNA STANDARD 90.1 - 20132015 INTERNATIONAL ENERGY CONSERVATION CODE PART 10 WITH ANSI / ASHRAE / IESNA STANDARD 90.1 - 2013

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BUILDING CODE DATA

AutoCAD SHX Text USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3) USE GROUP: : FACTORY GROUP F-1 BUSINESS GROUP B NON SEPARATED OCCUPANCIES, FACTORY GROUP F-1 IS MOST RESTRICTIVE CONSTRUCTION TYPE (CHAPTER 6), TABLE 601 IIB SPRINKLERED GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5) TABLES 504.3, 504.4, 506.2 ALLOWABLE HEIGHT: 75' PROPOSED HEIGHT: 34'-6" ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLAN: 3 PROPOSED STORIES: 1 WITH MEZZANINE ALLOWABLE AREA FACTOR IN SQUARE FEET: 62,000 PROPOSED: 25,900 SF MEZZANINE AREA LIMITATIONS 505.2.1 EXCEPTION #1 505.2.1 EXCEPTION #1 ZONE 1: 7,165 SF X 2/3 = ALLOWABLE: 4,776 SF 7,165 SF X 2/3 = ALLOWABLE: 4,776 SF ALLOWABLE: 4,776 SF 4,776 SF PROPOSED 2,729 SF 2,729 SF ZONE 2: 4,876 SF X 2/3 = ALLOWABLE: 3,250 SF 4,876 SF X 2/3 = ALLOWABLE: 3,250 SF ALLOWABLE: 3,250 SF 3,250 SF PROPOSED 2,098 SF 2,098 SF FIRE RESISTANCE RATED CONSTRUCTION: ALL COMBUSTIBLE MATERIALS SHALL COMPLY WITH REQUIREMENTS ESTABLISHED IN CHAPTER 6; SECTION 603 ALL PROJECTIONS SHALL COMPLY WITH REQUIREMENTS ESTABLISHED IN CHAPTER 7 TABLE 705.2 PRIMARY STRUCTURAL FRAME: 0 HRS 0 HRS EXTERIOR BEARING WALLS: 0 HRS 0 HRS INTERIOR BEARING WALLS: 0 HRS 0 HRS EXTERIOR NON BEARING WALLS AND PARTITIONS: 0 HRS 0 HRS INTERIOR NON BEARING WALLS AND PARTITIONS: 0 HRS 0 HRS FLOOR CONSTRUCTION: 0 HRS 0 HRS ROOF CONSTRUCTION: 0 HRS 0 HRS FIRE PERFORMANCE CLASSIFICATIONS: FINISHES (CHAPTER 8; TABLE 803.11 INT. EXIT STAIRWAYS & RAMPS AND EXIT PASSAGEWAYS CLASS C CLASS C CORRIDORS & ENCLOSURE FOR EXIT ACC. STAIRWAYS & RAMPS CLASS C CLASS C ROOMS AND ENCLOSED SPACES CLASS C CLASS C CLASS C ROOF (CHAPTER 15; TABLE 1505.1) CLASS C CLASS C FIRE PROTECTION SYSTEMS (CHAPTER 9) 1. CONSTRUCTION TYPE IIB CONSTRUCTION TYPE IIB 2. SPRINKLER SYSTEM NFPA 13 SPRINKLER SYSTEM NFPA 13 NFPA 13 3. PORTABLE FIRE EXTINGUISHERS (SECTION 906) PORTABLE FIRE EXTINGUISHERS (SECTION 906) PORTABLE FIRE EXTINGUISHERS WILL BE LOCATED THROUGHOUT THE BUILDING IN ACCORDANCE WITH NFPA10 AND THE LOCAL AHJ MEANS OF EGRESS (CHAPTER 10) GROSS BUILDING AREA LEVEL ONE: 25,900 SF 25,900 SF MEZZANINE: 4,865 SF 4,865 SF 4,865 SF OFFICE (B) INDUSTRIAL (F1) ACCESSORY STORAGE AREA (FI) TOTAL OCC. LOAD INDUSTRIAL (F1) ACCESSORY STORAGE AREA (FI) TOTAL OCC. LOAD ACCESSORY STORAGE AREA (FI) TOTAL OCC. LOAD (FI) TOTAL OCC. LOAD TOTAL OCC. LOAD OCC. LOAD FACTOR 100 GROSS 100 GROSS 300 GROSS 247 OCCUPANTS 100 GROSS 100 GROSS 300 GROSS 247 OCCUPANTS 100 GROSS 300 GROSS 247 OCCUPANTS 300 GROSS 247 OCCUPANTS 247 OCCUPANTS LEVEL ONE AREA: 6,942 SF 14,453 SF 4,302 SF 6,942 SF 14,453 SF 4,302 SF 14,453 SF 4,302 SF 4,302 SF OCCUPANCY: 70 OCC. 145 OCC. 15 OCC. 70 OCC. 145 OCC. 15 OCC. 70 OCC. 145 OCC. 15 OCC. 145 OCC. 15 OCC. 15 OCC. MEZZANINE MEZZANINE 1 2,729 SF 2,729 SF SF OCCUPANTS: 10 OCC. 10 OCC. MEZZANINE 2 2,098 SF 2,098 SF OCCUPANTS: 7 OCC. 7 OCC. EXITING (CHAPTER 10) DESIGN OCCUPANT LOAD 247 OCCUPANTS 247 OCCUPANTS QUANTITY OF ACCESSIBLE EXITS REQUIRED (SECTION 1006) 2 EXITS 2 EXITS ARRANGEMENT OF EXITS (SECTION 1007.1.1 1/3 OF DIAGONAL LENGTH OF ROOM 1/3 OF DIAGONAL LENGTH OF ROOM COMMON PATH OF EGRESS TRAVEL (SPRINKLERED): 100 FT 100 FT EXIT ACCESS TRAVEL DISTANCE: OCCUPANCY GROUP B: 300 FT 300 FT OCCUPANCY GROUP F2 400 FT 400 FT MIN. CORRIDOR WIDTH 44" 44" MINIMUM DOOR CLEAR WIDTH 32"32"

AutoCAD SHX Text MINIMUM REQUIRED PLUMBING FIXTURES PER GENDER FIXTURE FACTORY (F1) BUSINESS (B1) FACTORY (F1) BUSINESS (B1) BUSINESS (B1) 160/2=80 MEN, 80 WOMEN 70/2=35 MEN, 35 WOMEN 70/2=35 MEN, 35 WOMEN 70/2=35 MEN, 35 WOMEN WATER CLOSETS 1 PER 100 (1 REQUIRED PER GENDER) 1 PER 25 FOR 1ST 50, 1 PER 50 FOR REMAINDER (2 REQUIRED PER GENDER) 1 PER 100 (1 REQUIRED PER GENDER) 1 PER 25 FOR 1ST 50, 1 PER 50 FOR REMAINDER (2 REQUIRED PER GENDER) (1 REQUIRED PER GENDER) 1 PER 25 FOR 1ST 50, 1 PER 50 FOR REMAINDER (2 REQUIRED PER GENDER) 1 PER 25 FOR 1ST 50, 1 PER 50 FOR REMAINDER (2 REQUIRED PER GENDER) (2 REQUIRED PER GENDER) LAVATORIES 1 PER 100 (1 REQUIRED PER GENDER) 1 PER 40 FOR 1ST 80, 1 PER 80 FOR REMAINDER (1 REQUIRED PER GENDER) 1 PER 100 (1 REQUIRED PER GENDER) 1 PER 40 FOR 1ST 80, 1 PER 80 FOR REMAINDER (1 REQUIRED PER GENDER) (1 REQUIRED PER GENDER) 1 PER 40 FOR 1ST 80, 1 PER 80 FOR REMAINDER (1 REQUIRED PER GENDER) 1 PER 40 FOR 1ST 80, 1 PER 80 FOR REMAINDER (1 REQUIRED PER GENDER) (1 REQUIRED PER GENDER) DRINKING FOUNTAIN 1 PER 400 (0 REQUIRED) 1 PER 100 (1 REQUIRED) 1 PER 400 (0 REQUIRED) 1 PER 100 (1 REQUIRED) 1 PER 100 (1 REQUIRED) SERVICE SINK 1 TOTAL 1 TOTAL 1 TOTAL 1 TOTAL 1 TOTAL PROVIDED WATER CLOSETS MEN 1 3 1 3 3 WOMEN 1 3 1 3 3 LAVATORIES MEN 1 3 1 3 3 WOMEN 1 3 1 3 3 DRINKING FOUNTAINS 2 2 2 2 2 SERVICE SINKS 3 13 11

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STATE PLAN REVIEW

AutoCAD SHX Text 7/26/2023

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BID PACK #2

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BID PACK #3

AutoCAD SHX Text 9/21/2023

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BID PACK #4

AutoCAD SHX Text 10/12/2023

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ISSUE FOR CONSTR.

gator 56x82 gator 56x82 gator 56x82 bobcat 68x134 bobcat 68x134 cu be va n

7'8 " x

2'6 cu be va n

7'8 " x

2'6 wide area m ower 128 x 128 wide area m ower 128 x 128 mower 64x64 mower 64x64 mower 64x64 mower 64x64 fro nt e nd lo ad er x1 fro nt e nd lo ad er x1 fro nt e nd lo ad er x1

3 yard dump truck 80x194

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3 yard dump truck 80x194 fu ll s ize tr uc k x2 fu ll s ize tr uc k x2 fu ll s ize tr uc k x2 fu ll s ize tr uc k x2 fu ll s ize tr uc k x2

PARKING

65 SPACES

FUEL

DETENTION

11,500 SF

DETENTION

13,250 SF

EXIT

ENTRY

EXTERIOR

PATIO

40 X 22

RETAINING WALL

EXISTING POLE BARN

APPROX. AREAS

GENERATOR

gator 56x82 gator 56x82 gator 56x82 bobcat 68x134 bobcat 68x134 cu be va n

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2'6 cu be va n

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3 yard dump truck 80x194

3 yard dump truck 80x194

3 yard dump truck 80x194 fu ll s ize tr uc k x2 fu ll s ize tr uc k x2 fu ll s ize tr uc k x2 fu ll s ize tr uc k x2 fu ll s ize tr uc k x2

PARKING

65 SPACES

FUEL

DETENTION

11,500 SF

DETENTION

13,250 SF

EXIT

ENTRY

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PATIO

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GENERATOR

© Copyright 2016 Hobbs+Black Associates, Inc.

ALL RIGHTS RESERVED

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FUTURE PAD

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FUTURE PAD

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FUTURE PAD

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KATHRYN

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BATHROOM SINK

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VITREOUS CHINA

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KATHRYN

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BATHROOM SINK

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VITREOUS CHINA

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KATHRYN

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BATHROOM SINK

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VITREOUS CHINA

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KATHRYN

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BATHROOM SINK

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VITREOUS CHINA

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BROCKWAY

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C_SINKS

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CAST IRON

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WELD

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MISC RACKING

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TOOL CHEST

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TOOL CHEST

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TOOL CHEST

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%%USITE PLAN

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UX30SP01

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NORTH

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FLAG POLE

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DUMPSTER SCREEN -SEE C3/A-051

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ELECTRICAL OUT BUILDING -SEE B6/A-051

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MONUMENTAL SIGN -SEE B5/A-051

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FUELING STATION -SEE H4/A-051

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UNDEGROUND FUEL TANK-SEE H3/A-051

AutoCAD SHX Text Saline Area Schools Operations Center

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CONSULTANT

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SHEET TITLE

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SHEET NUMBER

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PROJECT NUMBER

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DATE ISSUED

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SITE PLAN

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STATE PLAN REVIEW

AutoCAD SHX Text 7/26/2023

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BID PACK #2

AutoCAD SHX Text 8/16/2023

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BID PACK #3

AutoCAD SHX Text 9/21/2023

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BID PACK #4

AutoCAD SHX Text 10/12/2023

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ISSUE FOR CONSTR.

S L O

P E

16'-0"

B3 A-051

D2

A-070

INTERIOREXTERIOR

© Copyright 2016 Hobbs+Black Associates, Inc.

ALL RIGHTS RESERVED

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PRE-MANUF. CANOPY W/ FUTURE SOLAR PANELS

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8" REINFORCED CONCRETE SLAB

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ELEC. OUT BLDG. BEYOND

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GUTTER ROUTE TO BELOW GRADE AT COL. LINE

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BUS CANOPY

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%%UBASIS OF DESIGN SECTION

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UX48BS01

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%%UOUT BUILDING PLAN

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(2) #5 CONT T& B

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TRENCH FOOTING

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HOLLOW METAL DOOR

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8" SPLIT FACE CMU BLOCK #5 VERTICALS @ 48" ON CENTER, CENTER IN WALL

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GROUT CMU SOLID WHERE BELOW GRADE

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#5 HOOKED DOWELS MATCH SPACING OF VERTICAL REINFORCING

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I.T. EQUIPMENT

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8" CMU BLOCK

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CONT. PREFIN. GALV. METAL COPING

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CONT BOND BEAM W/ (2) #5 CONT. PROVIDE CORNER BARS

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#5 VERTICALS @ 32" ON CENTER, CENTER IN WALL

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ELASTOMERIC PAINT FINISH

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8" SPLIT FACE SOLID GROUTED CMU WALL

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TRENCH FOOTING

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8" SPLIT FACE SOLID GROUTED CMU WALL - SEE STRUCT. DWGS

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STL. GATE POSTS & BRACKETS

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STAINED WOOD GATE FENCING W/ 100% SCREENING

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CONT. PREFIN. GALV. METAL COPING

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STL. GATE POSTS & BRACKETS

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STAINED WOOD GATE FENCING W/ 100% SCREENING

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8" SPLIT FACE CMU WALL

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GROUT CMU SOLID WHERE BELOW GRADE

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(2) #5 CONT T&B

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#5 HOOKED DOWELS MATCH SPACING OF VERTICAL REINFORCING

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ELASTOMERIC PAINT FINISH

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MONUMENTAL

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UX48AD02

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SALINE AREA SCHOOLS OPERATIONS CENTER

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BRICK BASE

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METAL PANEL

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CUSTOM GRAPHIC

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PIN MOUNT LETTERING

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GROUT CMU SOLID WHERE BELOW GRADE

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(2) #5 CONT T&B

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TRENCH FOOTING

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#5 HOOKED DOWELS MATCH SPACING OF VERTICAL REINFORCING

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4" FACE BRICK ON 10" CMU

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METAL PANELS ON Z-CLIPS

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SIGNAGE TO BE FRONT-LIT ACTIVATED BY PHOTO-CELL

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PIN MOUNTED LETTERING

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METAL PANEL CUSTOM EMBLEM

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EPDM…

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