OWNER

ARCHITECTURAL

Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585

309.282.8000

IL DESIGN FIRM

#184000358-0001

MEP

Dewberry Engineers Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585

309.282.8000

IL. REG.#184005007-0006

PROJECT NUMBERFIRE STATION #1 - HVAC REPLACEMENT

310 N. LEE STREET

BLOOMINGTON, IL 61701

ISSUED FOR BID | 02.27.2026

CITY OF BLOOMINGTON

50191304

Exp Date:

Seal Date: 02/27/2026

11/30/2027

Signed: 2/27/2026 Expires: 11/30/2027 jsoucie Text Box S jsoucie Snapshot

A101

SIM

APC-X

8' - 0"

A

X#XX 1HR

SF01

Area Name

150 SF

FIRST FLOOR

100' - 0"

ROOM NAME

A101

SIM

GB-01

View Name

1/A101Scale:1/8" = 1'-0"

A101

SIM

CALLOUT

BUILDING/WALL

SECTION

DETAIL SECTION

ROOM TAG

CEILING TAG

DOOR / BORROWED

LITE TAG

WINDOW TAG

WALL TAG

FURNITURE,

CASEWORK, &

EQUIPMENT TAG

REVISION TAG

KEYNOTE TAG00 00 00.A1

AREA TO BE

ENLARGED

SHEET REF.

PLAN / DETAIL REF.

SECTION REF.

SHEET REF.

DETAIL REF.

SHEET REF.

LEVEL LINE

AREA SQUARE

FOOTAGE

ROOM NUMBER

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

ELEVATION REF.

SHEET REF.A101

A101

1 ELEVATION REF.

SHEET REF.

VIEW NAME

VIEW SCALE

VIEW DESIGNATION

VIEW REF/SHEET REF

WHERE VIEW IS REFERENCED

VIEW TITLE

AREA TAG

CEILING TYPE

CEILING HEIGHT

(ABOVE FINISH FLOOR)

LEVEL NAME

LEVEL ELEVATION

GRID LINE

NORTH INDICATOR

GRID NUMBER OR

LETTER

INDICATES PLAN NORTH

INDICATES TRUE NORTH

A101

SPOT ELEVATION

SYMBOL

ANNOTATION LEGEND

PT-X

RB-X

CPT-X

NOTES: 22

ROOM NAME

ROOM FINISH TAG

ROOM NUMBER

WALL FINISH

BASE FINISH

FLOOR FINISH

FINISH NOTES

RECESSED LIGHT FIXTURE

PENDANT LIGHT FIXTURE

SUPPLY DIFFUSER

RETURN DIFFUSER

EXIT SIGN

S SPEAKER

A FIRE ALARM

HEAT DETECTOR

SMOKE DETECTOR

LINEAR SLOT DIFFUSER

SPRINKLER HEAD

EMERGENCY LIGHT

RECESSED LIGHT FIXTURE

SUSPENDED ACOUSTICAL PANEL CEILING (APC-#)

GYPSUM BOARD CEILING (GYP BD-#)

CEILING FAN

CEILING MOUNTED PROJECTOR

CEILING MOUNTED MOTORIZED PROJECTION SCREEN

ROLLER SHADE

SUSPENDED OPEN GRID CEILING SYSTEM

DROP IN RESIN PANEL ON SUSPENDED OPEN GRID

CEILING SYSTEM

SURFACE MOUNTED LIGHT FIXTURE

STRIP LIGHT FIXTURE

TRACK LIGHTING

CONTROL JOINTCJ

PLASTER CEILING (PLAS-#)

HORN/STROBE DEVICE

EXHAUST AIR DEVICE

OCCUPANCY SENSOR

CEILING ACCESS PANEL (AP-#)

SEE PLAN FOR TYPE

SUSPENDED WOOD PANEL GRILLE DOWELED

CEILING SYSTEM (WD-#)

WOOD PANEL CEILING SYSTEM (WD-#)

FAUX WOOD PANELS (WD-#)

DAYLIGHTING SENSOR

s SPEAKER/STROBE

STROBE

ES EXPOSED STRUCTURE

NOTE: FOR MEPFP DEVICES, REFER TO MEPFP DRAWINGS.

APC-X

8' - 0"

CEILING TYPE

CEILING HEIGHT

CEILING LEGEND

A. GENERAL NOTES APPLY TO ALL SHEETS.

B. DO NOT SCALE DRAWINGS, REPORT ANY DISCREPANCIES TO THE ARCHITECT IN

WRITING.

GENERAL NOTES

1. VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID SUBMISSION.

DISCREPANCIES BETWEEN CONSTRUCTION INDICATED ON DRAWINGS AND

ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO ARCHITECT’S ATTENTION

IMMEDIATELY IN WRITING.

2. DEMOLISHED ITEMS NOT INDICATED TO BE “DELIVERED TO OWNER” OR “TO BE

RELOCATED” SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE UNLESS THEY

ARE TO BE USED FOR REQUIRED PATCHING AND INFILLING OF EXISTING

CONSTRUCTION THAT IS TO REMAIN. NO OTHER DEMOLISHED ITEMS SHALL BE

STORED ON SITE.

3. DEMOLISHED ITEMS NOTED AS “DELIVER TO OWNER” OR “TO BE RELOCATED”

SHALL BE REMOVED OR DISASSEMBLED IN SUCH A MANNER THAT WILL NOT

DAMAGE THE ITEM AND PREVENT IT FROM BEING RELOCATED. REPAIR OR

REPLACE SUCH ITEMS, IF DAMAGED. NOTIFY OWNER’S REPRESENTATIVE

IMMEDIATELY IF DAMAGE HAS OCCURRED, AND SUBMIT A REPAIR SOLUTION TO

ARCHITECT FOR REVIEW.

4. TEMPORARILY STORE ITEMS INDICATED AS “DELIVER TO THE OWNER” IN ONSITE

LOCATION, DESIGNATED BY THE OWNER. OWNER SHALL MOVE ITEM(S), AS

NECESSARY, TO NOT HINDER OR DELAY PERFORMANCE OF WORK IN AREA.

5. TEMPORARILY STORE ITEMS INDICATED AS “TO BE RELOCATED” IN LOCATION

ONSITE AND PROTECT ITEMS FROM DAMAGE PRIOR TO INSTALLATION IN NEW

LOCATION.

6. ITEMS INDICATED “TO REMAIN” THAT ARE DAMAGED DURING THE PERFORMANCE

OF THE DEMOLITION WORK. SUCH DAMAGE SHALL BE REPORTED TO OWNER’S

REPRESENTATIVE IMMEDIATELY, AND SUBMIT A REPAIR SOLUTION TO ARCHITECT

FOR REVIEW.

7. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION WORK IN EACH AREA

OF DEMOLITION. EXISTING CONSTRUCTION IN AREAS ADJACENT TO DEMOLITION

WORK SHALL BE PATCHED AND REPAIRED TO MATCH ORIGINAL EXISTING

CONDITION AS REQUIRED TO PROVIDE FOR NEW CONSTRUCTION WORK IN AREA

OF DEMOLITION.

8. ITEMS INDICATED TO BE REMOVED BY OWNER SHALL BE COMPLETED PRIOR TO

COMMENCEMENT OF WORK.

9. AT LOCATIONS WHERE A PORTION OF EXISTING CONSTRUCTION IS TO BE

REMOVED AND PREPARED FOR NEW INFILL CONSTRUCTION, OR AN OPENING IN A

WALL, ROOF, OR FLOOR IS CREATED BY DEMOLITION WORK, CONSTRUCT INFILL

WITH SAME MATERIALS AND METHOD OF CONSTRUCTION AS EXISTING ADJACENT

CONSTRUCTION, UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS

FOR INFILL CONSTRUCTION. INFILL CONSTRUCTION SHALL SMOOTHLY BUTT

ADJACENT SURFACES AND MATCH THE FINISH, U.N.O.

10. AT LOCATIONS WHERE AN ITEM IS TO BE REMOVED FROM A SURFACE THAT IS TO

REMAIN, PATCH AND REPAIR EXISTING SURFACE TO MATCH EXISTING ADJACENT

SURFACE, UNLESS INDICATED OTHERWISE.

11. EXISTING ITEMS ANCHORED TO CONSTRUCTION THAT IS INDICATED TO BE

DEMOLISHED SHALL BE CONSIDERED A PART OF DEMOLISHED CONSTRUCTION

AND SHALL BE DEMOLISHED WITH THE INDICATED CONSTRUCTION, UNLESS

NOTED OTHERWISE.

12. CONSTRUCT TEMPORARY DUST PARTITIONS TO CONTAIN DEMOLITION WORK AND

PREVENT CONSTRUCTION DUST FROM ENTERING ADJACENT EXISTING

CONSTRUCTION. SUBMIT LOCATIONS OF THESE PARTITIONS FOR APPROVAL BY

OWNER’S REPRESENTATIVE. PARTITION LOCATIONS SHALL NOT IMPEDE OR

HINDER EMERGENCY EGRESS FROM BUILDING. REFER TO SPECIFICATIONS FOR

CONSTRUCTION OF DUST PARTITIONS.

13. IF EXISTING CONSTRUCTION IS REVEALED NOT CONSTRUCTED OR FINISHED IN A

MANNER THAT MATCHES ADJACENT SURFACES, PATCH AREA AS NECESSARY

WITH APPROPRIATE MATERIALS AND METHODS OF CONSTRUCTION TO MATCH

EXISTING ADJACENT FINISH, OR PREPARE SURFACE FOR INSTALLATION OF NEW

FINISH. CONTACT OWNER’S REPRESENTATIVE AS SOON AS POSSIBLE SO THAT

CONCEALED CONSTRUCTION MAY BE IDENTIFIED AND SCOPE OF POSSIBLE

ADDITIONAL WORK DETERMINED.

14. WHEN EXISTING SURFACE IS INDICATED TO BE “PATCHED AND REPAIRED” OR

“PREPARED” TO RECEIVE NEW FINISH MATERIAL, PROVIDE A CONSTRUCTION

SURFACE THAT IS CAPABLE OF RECEIVING NEW FINISH MATERIAL.

15. WHEN THE TERM ‘ENTIRETY’ IS DIRECTED TO A SPECIFIC ITEM OR ASSEMBLY,

DEMOLISH AND REMOVE IDENTIFIED ITEM AND ASSOCIATED CONSTRUCTION

PERTINENT TO THE ITEM, INCLUDING, BUT NOT LIMITED TO UNDERGROUND AND

CONCEALED CONSTRUCTION, SUCH AS FOOTINGS AND FOUNDATIONS, SEWER,

PLUMBING, AND ELECTRICAL WORK. THIS DEMOLITION WORK SHALL BE

COORDINATED WITH THE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL,

ELECTRICAL, AND TECHNOLOGY DRAWINGS.

16. REMOVE PORTION OF EXISTING GYP. BD. CEILING AS REQUIRED TO COMPLETE

MECHANICAL AND ELECTRICAL WORK ABOVE CEILING. PATCH AND REPAIR WITH

LIKE CONSTRUCTION.

DEMOLITION PLAN GENERAL NOTES

1. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL REFLECTED CEILING

PLAN SHEETS.

2. ELECTRICAL, MECHANICAL, AND TECHNOLOGY FIXTURES AND DEVICES ARE

SHOWN FOR REFERENCE AND TO COORDINATE PLACEMENT. REFER TO

ENGINEERING DRAWINGS FOR INFORMATION REGARDING TYPE AND OTHER

FIXTURE AND DEVICE INFORMATION.

3. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED

OTHERWISE. ESTABLISH PRE-INSTALLATION MEETING WITH ARCHITECT TO

REVIEW STARTING POINT OF CEILING GRID IN EACH AREA/ROOM.

4. GYPSUM CEILINGS & SOFFITS TO BE PAINTED, COLOR: PNT-1, U.N.O.

5. IN ROOMS WITH EXPOSED CEILINGS, MOUNT LIGHT FIXTURES TO UNDERSIDE OF

STRUCTURE. OTHER MEP/FP ITEMS TO MAINTAIN A MINIMUM CLEARANCE OF 9'-0"

A.F.F.

6. CEILING HEIGHTS SHOWN ON REFLECTED CEILING PLANS ARE FROM FINISHED

FLOOR OF PLAN SHOWN.

7. SEE ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHT FIXTURE LOCATIONS.

8. CONTRACTOR TO COORDINATE CEILING FIXTURE LOCATIONS WITH ABOVE-

CEILING WORK TO AVOID CONFLICTS.

9. ELECTRICAL, MECHANICAL, AND TECHNOLOGY FIXTURES AND DEVICES ARE

SHOWN FOR REFERENCE AND TO COORDINATE PLACEMENT. REFER TO

ENGINEERING DRAWINGS FOR INFORMATION REGARDING TYPE AND OTHER

FIXTURE AND DEVICE INFORMATION.

10. SUBMIT A REFLECTED CEILING PLAN COORDINATION DRAWING TO ARCHITECT

AFTER COORDINATING LAYOUT WITH OTHER TRADES PRIOR TO COMMENCING

CEILING WORK.

11. ALL SUSPENDED CEILING SYSTEMS SHALL BE SUPPORTED FROM STRUCTURE

ABOVE.

CEILING PLAN GENERAL NOTES

A

54321

B

C

D

E

F

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL DESIGN FIRM #184000358-0001

Dewberry Engineers Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL. REG.#184005007-0006

/2

/2

:0

:0

P M

ABBREVIATIONS,

LEGENDS, AND

GENERAL NOTES

DEW

PHT

PHT

02.27.2026

50191304

F

IR

E S

T A

T

IO

N

H V

A C

R E

P L A

C E

M E

N T

C

IT

Y O

F B

L O

O M

IN

G

T O

N

IS

S

U E

D F

O R

B

ID

N

L E

E S

T R

E E

T B

L O

O M

IN

G

T O

N

IL

G-001

AB ANCHOR BOLT

ACST ACOUSTIC(AL)

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING,

ADJUSTABLE

AED AUTOMATED EXTERNAL

DEFIBRILLATOR

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

ANOD ANODIZE(D)

AP ACCESS PANEL

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ASPH ASPHALT

AUTO AUTOMATIC

AVE AVERAGE

AWT ACOUSTICAL WALL TREATMENT

BAL SHT BALANCE SHEET

BC BRICK COLOR

BCS BABY CHANGING STATION

BD BOARD

BG BUMPER GUARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING (WOOD)

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRK PV BRICK PAVERS

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

CAB CABINET

CB CHALKBOARD

CC CUBICLE CURTAIN

CCT CUBICLE CURTAIN TRACK

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CH COAT HOOK

CIP CONC CAST-IN-PLACE CONCRETE

CJ CONTROL JOING, CONSTRUCTION

JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT, CASED OPENING

COL COLUMN

COMB COMBINATION, COMBINED

COMP COMPRESSIBLE

COMPT COMPARTMENT

CONC CONCRETE

CONC CTG CONCRETE COATING

COND CONDITION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPRS COMPRESSIBLE

CPT CARPET

CR CLOSET ROD

CRL CRASH RAIL

CRS COLD-ROLLED STEEL

CTR CENTER(S)

CUH CABINET UNIT HEATER

CUV CABINET UNIT VENTILATOR

CW CURTAINWALL

D DEEP, DEPTH, PENNY NAIL

DC DISPLAY CASE

DET DETAIL

DETN DETENTION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DP DECORATIVE PANEL

DR DOOR

DS DOWNSPOUT

DWG DRAWING(S)

EHD ELECTRIC HAND DRYER

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EMER EMERGENCY

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRIC

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FLASH FLASHING

FLP FLOOR PATTERN

FLR FLOOR

FRP FIBER REINFORCED PLASTIC

FTG FOOTING

FURG C FURRING CHANNEL

FURN FURNACE

FWC FABRIC WALLCOVERING

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GFRC GLASS-FIBER REINFORCED

CONCRETE

GL GLASS

GL BLK GLASS BLOCK

GLZ CMU GLAZED CONCRETE MASONRY UNIT

GRFG GLASS-FIBER REINFORCED GYPSUM

GT GROUT

GWH GAS FIRED WATER HEATER

GYP BD GYPSUM WALL BOARD

H HIGH, HATCH (ROOF)

HB HOSE BIB

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

ID INSIDE DIAMETER, INSIDE

DIMENSION

IF INSIDE FACE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INV INVERT

JT JOINT

KD KNOCKED DOWN

KOP KNOCK OUT PANEL

L LONG, ANGLE

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

LINO LINOLEUM

LKR LOCKER

LL LIVE LOAD, LOW LEVEL

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LVL LEVEL

LVR LOUVER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MBH MOB/BROOM HOLDER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MI MIRROR

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODEL, MODULE, MODULAR

MSB MOP SERVICE BASIN

MT MOUNT

MTL METAL

NDU NEEDLE DISPOSAL UNIT

NIC NOT IN CONTRACT, NOISE ISOLATION

CLASS

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER, OUTSIDE

DIMENSION

OF OUTSIDE FACE

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD

OH DR OVERHEAD DOOR

OP OPERABLE PARTITION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OS OVERFLOW SCUPPER

PC PORTLAND CEMENT, POINT

OF CURVE, POLYCARBONATE

PCC PRECAST CONCRETE

PERIM PERIMETER

PJ PROJECTOR

PL PLATE, PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PS PROJECTION SCREEN

PSF POUNDS PER SQUARE FOOT

PT PAINT

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER &

RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVG PAVING

R RISER, RADIUS, THERMAL

RESISTANCE (R-VALUE)

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN, ROAD

REF REFERENCE, REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RF RESILIENT FLOORING

RFG ROOFING

RFM REMOVABLE FLOOR MAT

RH RIGHT HAND

RO ROUGH OPENING

RSF RESINOUS FLOORING

RST REINFORCING STEEL

RTF RESILIENT TILE FLOORING

RV ROOF VENT, ROOF VENTILATOR

SC SEALED CONCRETE

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCWD SOLID CORE WOOD DOOR

SD SOAD DISPENSER

SECT SECTION

SF STOREFRONT

SH SHINGLES, SINGLE HUNG (WINDOW)

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SOG SLAB ON GRADE

SPCG SPACING

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK , SOLID SURFACING

SST STAINLESS STEEL, SHOWER SEAT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TR STEEL TRUSS

STN STAIN

STRUCT STRUCTURAL

SUSP SUSPEND

SV SHEET VINYL

SWP SHEET WALL PROTECTION

SYMM SYMMETRICAL

SYNTH SYNTHETIC

T TILE, TREAD

T&G TONGUE AND GROOVE

T/S TUB/SHOWER

TB TOWEL BAR, TACKBOARD

TC TOILET COMPARTMENT

TD TRENCH DRAIN

TER TERRAZZO

THK THICK

TOB TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB, TOP OF STEEL

TOW TOP OF WALL

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TS TUBE STEEL, TRANSITION STRIP

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W WIDE, WEST

WC WALL COVERING

WD WOOD, WOOD DOOR

WDW WINDOW

WP WALL PATTERN, WATERPROOFING

WT WEIGHT, WINDOW TREATMENT

WWF WELDED WIRE FABRIC

STANDARD ABBREVIATIONS

NO. DESCRIPTION DATE

DESIGN CRITERIA

A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING

CODE 2018, LATEST EDITION, WITH THE SPECIFICATION AND WITH THE REGULATIONS OF

ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION.

B. ALL APPLICABLE DESIGN LOADS AND INFORMATION USED IN THE DESIGN OF THE

STRUCTURE ARE LOCATED ON THIS SHEET.

C. ALL GENERAL STRUCTURAL NOTES CONTAINING "THE MOST CURRENT EDITION" REFERS

TO THE LATEST EDITION ADOPTED BY THE BUILDING CODE MENTIONED ABOVE.

GENERAL CONSTRUCTION

A. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED IN THE

DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE

CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF

STAGING, ETC.

B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEVATIONS

AND DIMENSIONS WITH EXISTING CONDITIONS AND WITH OTHER PROJECT DRAWINGS;

COORDINATE LOCATION OF OPENINGS THROUGH THE STRUCTURE AND OTHER RELATED

ITEMS.

C. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OF DIMENSIONS

OR QUANTITIES AND FOR THE FITTING TO OTHER WORK; FOR WORK TO BE CONFIRMED

AND CORRELATED AT THE SITE; FOR INFORMATION PERTAINING TO THE FABRICATION

PROCEDURE OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND

PROCEDURES OF CONSTRUCTION; AND FOR THE COORDINATION OF STRUCTURAL WORK

WITH THE WORK OF ALL OTHER TRADES. THE VERIFICATION OF THE PHYSICAL

INTERRELATIONSHIPS OF ELEMENTS OF THE WORK FROM PLANS AND SPECIFICATIONS

AND IN THE FIELD IS THE CONTRACTOR'S SOLE RESPONSIBILITY. REVIEW OF

CONTRACTOR'S SUBMISSIONS DOES NOT RELIEVE CONTRACTOR FROM THESE

RESPONSIBILITIES.

D. SEE ARCHITECTURAL DRAWINGS FOR EXACT DETAIL AND LOCATION OF OPENINGS IN

SLABS AND OTHER DIMENSIONS NOT SHOWN IN STRUCTURAL DRAWINGS. SEE

MECHANICAL DRAWINGS FOR INFORMATION REGARDING SIZE AND LOCATION OF

OPENINGS FOR DUCTS, PIPES, AND THE LIKE. PROPOSED OPENINGS IN THE STRUCTURE

WHICH ARE NOT SHOWN IN THE STRUCTURAL DRAWINGS, EITHER DIRECTLY OR BY

TYPICAL DETAIL, SHALL BE SUBMITTED FOR ACCEPTANCE.

E. HOLES OF ANY SIZE SHALL NOT BE DRILLED INTO STRUCTURAL MEMBERS, EXCEPT AS

SHOWN IN THE DRAWINGS, WITHOUT THE ACCEPTANCE OF THE ENGINEER.

F. IT IS INTENDED THAT ALL MEMBERS BE FABRICATED AND ERECTED FREE OF SHOP AND

FIELD SPLICES. IF FIELD CONDITIONS NECESSITATE THE NEED FOR FIELD SPLICING OF

MEMBERS SUBMIT SPLICE LOCATIONS FOR ENGINEER'S ACCEPTANCE. WHERE FIELD

SPLICING IS ACCEPTED, SPLICES SHALL BE SHOWN IN THE SHOP DRAWINGS.

DEMOLITION

A. DO NOT ALLOW DEMOLISHED OR REMOVED MATERIALS TO DROP, FALL OR IMPACT

AGAINST STRUCTURE-TO-REMAIN. PROTECT ALL STRUCTURE-TO-REMAIN FROM DAMAGE

OF ANY KIND.

B. REMOVE ALL DEMOLISHED MATERIAL PROMPTLY FROM SITE.

C. REMOVE EXISTING ROOF SYSTEM TO LINES SHOWN AND NOTED. EDGES OF DEMOLITION

SHALL BE LEFT CLEAN, SOUND AND ESSENTIALLY VERTICAL. EXISTING ROOF SYSTEM

SHALL BE SAW CUT WITH SUITABLE POWER DRIVEN EQUIPMENT. CHOPPING AND

CHIPPING, WHERE ACCEPTED BY THE ENGINEER, SHALL BE PERFORMED IN A

CONTROLLED AND WORKMAN LIKE MANNER.

D. REPAIR ALL STRUCTURE DAMAGED DURING DEMOLITION OPERATIONS TO THE

SATISFACTION OF THE ENGINEER.

DESIGN LOAD SCHEDULE (IBC 2018)

ITEMS

LEVEL

SUPERIMPOSED DEAD LOAD (PSF)

ROOFING/

INSULATION/

GYPSUM DECK/

BULB TEE

MEP CEILING SNOW ROOF LIVE

LOAD

ROOF 24 2013 5 10 0.8

RISK CATEGORY: IV

WIND LOADS:

1. BASIC WIND SPEED (3 SEC. GUST), V = 119 MPH

2. WIND DIRECTIONALITY FACTOR, Kd = 0.85

3. WIND EXPOSURE CATEGORY = C

4. TOPOGRAPHIC FACTOR, Kzt = 1.0

5. GUST EFFECT FACTOR, G = 0.85

6. INTERNAL PRESSURE COEFFICIENT: ±0.55

7. COMPONENTS AND CLADDING WIND LOADS SHALL BE IN ACCORDANCE WITH ASCE 7 REQUIREMENTS.

MEAN ROOF HEIGHT:

ROOF: 17.33 FT

ROOF SNOW LOAD:

1. GROUND SNOW LOAD (Pg) = 30 PSF

2. EXPOSURE FACTOR (Ce) = 0.90

3. SNOW IMPORTANCE FACTOR (Is) = 1.20

4. THERMAL FACTOR (Ct) = 1.00

5. FLAT ROOF SNOW LOAD (Pf) = 24 PSF

SEISMIC LOADS:

1. MAPPED SPECTRAL RESPONSE ACCELERATION SS = 0.147 S1 = 0.082

2. DESIGN SPECTRAL ACCELERATION FOR SHORT PERIODS SDS = 0.157

3. DESIGN SPECTRAL ACCELERATION FOR 1-SEC PERIOD SD1 = 0.131

4. SITE CLASSIFICATION D (ASSUMED)

5. IMPORTANCE FACTOR 1.5

6. SEISMIC DESIGN CATEGORY C

7. RESPONSE MODIFICATION COEFFICIENT SEE BELOW

8. BASE SHEAR = 0.1176*W (W = EFFECTIVE SEISMIC WEIGHT)

9. LATERAL SYSTEM:

TRANSVERSE DIRECTION: MASONRY SHEAR WALLS, ASSUMED FROM EXISTING DRAWINGS

LONGITUDINAL DIRECTION: MASONRY SHEAR WALLS, ASSUMED FROM EXISTING DRAWINGS

10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

EXIST DRAWINGS PROVIDED BY CLIENT: PREPARED BY EVANS ASSOCIATES ARCHITECTS AND M. DEAN WURTH STRUCTURAL ENGINEER, 1972.

MISC

STRUCTURAL STEEL

A. ALL STRUCTURAL STEEL SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE

FOLLOWING:

AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

FIFTEENTH EDITION - ALLOWABLE STRENGTH DESIGN.

B. ALL STRUCTURAL STEEL UNLESS OTHERWISE NOTED SHALL CONFORM TO THE FOLLOWING

ASTM SPECIFICATIONS:

STRUCTURAL ANGLES A36

C. ALL THREADED ROD AND NUTS SHALL MEET ASTM A307 GRADE A AND ASTM A563A HEX

RESPECTIVELY. HARDENED WASHERS SHALL BE INSTALLED ADJACENT TO THE BEARING FACE

OF THE TURNED ELEMENT OF EACH ASSEMBLY.

D. IF PARTS TO BE JOINED WITH FILLET WELDS CANNOT BE BROUGHT INTO DIRECT CONTACT, THE FILLET WELD SHALL BE INCREASED IN SIZE ABOVE THAT INDICATED IN THE DRAWINGS.

THE INCREASED SIZE SHALL BE EQUAL TO OR GREATER THAN THE GAP. WELDING

ELECTRODES SHALL BE E70XX LOW HYDROGEN AND SHALL OBTAIN PHYSICAL PROPERTIES

AFTER WELDING EQUIVALENT TO E7018 ELECTRODES.

E. ON SHOP DRAWINGS, WELDS AND NONDESTRUCTIVE TESTS SHALL BE INDICATED BY USING

THE SYMBOLS CONFORMING TO AWS A2.4, "SYMBOLS FOR WELDING AND NONDESTRUCTIVE

TESTING". WHERE NECESSARY FOR CLARITY, INDICATE WELDING PROCEDURE DESIGNATION

OR OTHER DATA IN THE TAIL OF THE WELDING SYMBOL.

F. ALL WELDED CONNECTIONS FOR STRUCTURAL STEEL SHALL CONFORM TO THE MOST

CURRENT AWS "STRUCTURAL WELDING CODE," D1.1.

G. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, ALL WELDED CONNECTIONS

SHALL BE MADE WITH E70-XX ELECTRODES. SHIELDED METAL ARC WELDING PROCESS SHALL

USE LOW HYDROGEN ELECTRODES. FILLER MATERIAL FOR WELDING PROCESS SHALL HAVE A

YIELD STRENGTH OF 70 KSI. ALL FILLET WELDS SHALL BE 1/4" MIN U.O.N.

H. ALL GROUT BELOW ALL SUPPORT STEEL MEMBERS SHALL BE NON-SHRINK, NON-METALLIC

GROUT UNLESS OTHERWISE SHOWN OR NOTED. GROUT INSTALLATION SHALL BE COMPLETED

BEFORE SUPERIMPOSED LOADS ARE APPLIED TO THE MEMBERS. GROUT SHALL ATTAIN A

MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 7 DAYS.

I. CLEANING AND PAINTING:

1. BASIC WORK SHALL BE DONE IN THE SHOP, WITH FIELD TOUCH-UP ONLY DONE IN THE FIELD.

2. STEEL SHALL BE SHOP CLEANED TO MEET THE REQUIREMENTS OF SSPC-SP3, "STEEL

STRUCTURES PAINTING MANUAL." PAINT WITH SHOP PRIMER 2.0 TO 4.0 DRY FILM

THICKNESS. ACCEPTABLE PRODUCTS: TNEMEC 10-99, BY TNEMEC CO., INC. OR OTHER

ACCEPTED BY ENGINEER.

3. PAINT SHALL BE APPLIED TO DRY SURFACES, ONLY AT TIMES WHEN STEEL SURFACE

TEMPERATURES ARE ABOVE THE DEW POINT AND SHALL BE APPLIED THOROUGHLY AND

EVENLY WITHOUT SAGS OR HOLIDAYS.

4. FIELD TOUCH-UP SHALL BE PROVIDED TO ALL COMPONENTS AT ALL POINTS OF DAMAGE,

INCLUDING AREAS RECEIVING WELD AFTER COATING. COAT ALL NO PAINT AREAS AFTER

COMPLETION OF ERECTION.

J. DELIVERY, STORAGE, AND HANDLING: STORE MATERIALS TO PERMIT EASY ACCESS FOR

IDENTIFICATION. KEEP STEEL MEMBERS OFF GROUND AND SPACED USING PALLETS, DUNNAGE,

OR OTHER SUPPORTS AND SPACERS. PROTECT STEEL MEMBERS AND PACKAGED MATERIALS

FROM CORROSION AND DETERIORATION. DO NOT STORE MATERIALS IN A MANNER THAT MIGHT

CAUSE DISTORTION OR DAMAGE. REPAIR OR REPLACE DAMAGED MATERIALS OR STRUCTURES

AS DIRECTED.

SUBMITTALS

A. GENERAL: SUBMIT SHOP DRAWINGS AND TEST REPORTS FOR ALL SPECIFIED ITEMS. SHOP

DRAWINGS SHALL CONFORM TO THE BEST STANDARDS OF THE CONSTRUCTION INDUSTRY.

B. SUBMIT PIECE DRAWINGS FOR FABRICATED STEEL AND FIELD WORK DRAWINGS.

C. SUBMIT CERTIFIED COPIES OF MILL TEST REPORTS FOR ALL STEEL FURNISHED AND

MANUFACTURER'S CERTIFICATION OF FILLER MATERIAL FOR WELDING UPON REQUEST.

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REVISIONS

SEAL

KEY PLAN

401 SW Water Street Suite 701 Peoria, IL 61602

309.282.8000 Phone

IL DESIGN FIRM REG.

#184005007-0006

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GENERAL

STRUCTURAL

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Dewberry Architects Inc.

401 SW Water Street Suite 701 Peoria, IL 61602 309.282.8000

S-001

Dewberry Engineers Inc.

GENERAL STRUCTURAL NOTES

ABBREVIATIONS

Key Name Structural Abbreviation

ADDL ADDITIONAL

ARCH ARCHITECTURAL

BRG BEARING

CF CUBIC FOOT

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR

CONC CONCRETE

CONT CONTINUOUS

DET, DTL DETAIL

DIA DIAMETER

DIM DIMENSION

(E), EXIST EXISTING

EA EACH

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

GALV GALVANIZED

HORIZ HORIZONTAL

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LB POUNDS

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

NO., # NUMBER

NTS NOT TO SCALE

OC ON CENTER

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCING

REQ'D REQUIRED

SCHED SCHEDULE

SF SQUARE FEET

SIM SIMILAR

SPAC SPACED

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT. VERTICAL

VIF VERIFY IN FIELD

w/ WITH

2 10

E

5 9

(E) W21X62 /(+) 16'-6" *(E) W21X68 /(+) 16'-6" *(E) W21X62 /(+) 16'-6" *

10" * 6 SPA @ 4' - 0" = 24' - 0" *

3' - 1" *

5 SPA @ 4' - 0" = 20' - 0" *

3' - 1" *

6 SPA @ 4' - 0" = 24' - 0" * 10" *

75' - 10" *

(E

H

24' - 10" * 26' - 2" * 24' - 10" *

(E) MASONRY

BRG WALL

TO REMAIN, TYPNOTE # 2

NOTE # 2

10 3/4" * 10 3/4" *

(E) MASONRY

BRG WALL

TO REMAIN, TYP

C

B

(E) W16X36 /(+) 10'-7 1/2" *(E) W16X36 /(+) 10'-7 1/2" * (E) W16X31 /(+) 10'-7 1/2" *

(E) W8X13 /(+) 10'-8 1/2" *

(E

H

(E

H

(E

H

(E

8H

(E

H

(E

H

(E

H

(E

H

(E

H

(E

8H

(E

H

(E

H

(E

H

(E

H

(E

H

(E) STL BM

(E) STL BM

(E) MASONRY

BRG WALL

TO REMAIN, TYP

(E) 8H2

(E) 8H2

NOTE #5,

TYP OF 4

NOTE #4NOTE #4

NOTE #4,

TYP

NOTE #4

3 6

(E) W16X40 /(+) 10'-5 1/2" *(E) W16X45 /(+) 10'-5 1/2" * (E) W16X45 /(+) 10'-5 1/2" *

(E

H

(E

H

(E

H

(E

H

(E

H

(E

H

NOTE # 2

NOTE #4

23' - 11" * 21' - 0" * 23' - 11" * 22' - 11 1/2" *

(E) MASONRY

BRG WALL

TO REMAIN, TYP

NOTE #6

TYP

NOTE #6

TYP

NOTE #6

TYP

NOTE #4

NOTE #4

NOTE #4

PLAN NOTES

1. FOR GENERAL NOTES, ABBREVIATIONS, AND LOADING CRITERIA, SEE DRAWING S-001.

2. EXISTING 2" POURED GYPSUM DECK ON 1" FORMBOARD SUPPORTED BY #112 STEEL BULB TEES SPACED AT 2'-8 5/8" OC TO REMAIN.

3. * INDICATES DIMENSION TO BE COORDINATED WITH ARCHITECTURAL OR MECHANICAL DRAWINGS, OR EXISTING CONSTRUCTION PRIOR TO ANY FABRICATION.

4. PROVIDE SUPPORT AROUND OPENING PER STANDARD DETAIL 2/S-110. SEE ARCHITECTURAL AND MECHANICAL FOR SIZE, LOCATION, AND QUANTITY.

COORDINATE WITH ALL APPROPRIATE SUB-CONTRACTORS.

5. NEW MECHANICAL UNIT HEATER BELOW CEILING, APPROXIMATELY 300 LB EACH. MECHANICAL CONTRACTOR TO SUPPORT UNIT DIRECTLY FROM EXISTING

STEEL JOISTS WITH HANGERS. SEE MECH DRAWINGS AND SPECIFICATIONS FOR SUPPORT AND SEISMIC BRACING.

6. EXISTING JOIST BRIDGING TO REMAIN.

/8

F .V

4' - 0" F.V.

EXISTING STL ROOF JOIST, TYP

SEE PLAN, PRESERVE AND PROTECT

EXISTING STEEL,

#112 BULB TEE, TYP

PRESERVE AND PROTECT

EXISTING STEEL JOIST BRIDGING,

PRESERVE AND PROTECT

FRAMED OPENING FOR NEW

MECHANICAL PENETRATION.

MECHANICAL CONTRACTOR TO

LOCATE AND CENTER OPENING

EQUALLY BETWEEN BULB TEES AND

EQUALLY BETWEEN JOISTS.

DEMOLISH EXISTING POURED GYPSUM

AND FORM DECK AFTER FRAME INSTALL.

2/A-A

S-110

PACK TIGHT

w/ GROUT

1/2" DIA. THREADED ROD AND WASHERS,

SPAC. AT 1'-0" O.C.

TIGHTEN AND DEFORM NUTS EA SIDE.

F .V

F

.V

(E) FORMBOARD

(E) POURED GYPSUM w/ REINF

ROOFING

AND BLOCKING

SEE ARCH

(E) #112 STL

BULB TEE

L3x2x1/4 (LLH) x 3'-0" LONG, TYP

L3x2x1/4 (LLH) x 2'-0" LONG

FIELD CUT AS REQ'D, TYP

/2

F .V

DEMO LINE, TYP.

COORD LOCATION

w/MECH CONTRACTOR

3/16

3/16 2"

SECTION A-A

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REVISIONS

SEAL

KEY PLAN

401 SW Water Street Suite 701 Peoria, IL 61602

309.282.8000 Phone

IL DESIGN FIRM REG.

#184005007-0006

/3

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ROOF FRAMING

PLAN

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Dewberry Architects Inc.

401 SW Water Street Suite 701 Peoria, IL 61602 309.282.8000

S-110

Dewberry Engineers Inc.

Scale: 1/8" = 1'-0"1 ROOF FRAMING PLAN N

Scale: 1 1/2" = 1'-0"2 STANDARD NEW OPENING THRU EXISTING ROOF

024119.02

024119.01024119.01

024119.02

024119.01024119.01

024119.01024119.01

024119.01024119.01

024119.02

024119.01024119.01

024119.01024119.01

024119.01024119.01024119.01

024119.01024119.01

024119.01024119.01

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

TOILET

EXIST.

TOILET

EXIST.

STOR.

EXIST.

MECHANICAL

EXIST.

CONFERENCE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

STORAGE

EXIST.

STOR.

EXIST.

STAIR

EXIST.

STAIR

EXIST.

STORAGE

024119.02ES

ES

ES

ESES

ES

024119.03

024119.01024119.01

024119.02

024119.01024119.01

024119.01024119.01

024119.01

024119.01024119.01

024119.03 024119.02

024119.01024119.01

024119.01024119.01

EXIST.

HOSE

TOWER

EXIST.

HOSE

WASH

EXIST.

RUBBER

EXIST.

RUBBER

WASH

EXIST.

NIGHT GEAR

EXIST.

DORMITORY

EXIST.

BATH

EXIST.

LOCKER

EXIST.

DINING

EXIST.

KITCHEN

EXIST.

RECREATION

EXIST.

STORAGE

EXIST.

MEETING

EXIST.

OFFICE

EXIST.

STORAGE

EXIST.

LOBBY

EXIST.

ASST.

CHIEF

EXIST.

STAIR

EXIST.

STAIR

EXIST.

HALL

EX

IS

T.

C O

R R

ID

O

R

EXIST.

APPARATUS

EXIST.

OXYGEN

EXIST.

FITNESS

EXIST.

STORAGE

024119.03024119.03

024119.02024119.02

ES

ES

024119.01

ES

024119.01

024119.01

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TITLE

DRAWN BY

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PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL DESIGN FIRM #184000358-0001

Dewberry Engineers Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL. REG.#184005007-0006

2/

/2

:0 2:

A

M

FIRST & SECOND

FLOOR

DEMOLITION RCP

DEW

PHT

PHT

02.27.2026

50191304

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AD113

KEYNOTES PER SHEET

NOTE DESCRIPTION

024119.01 REMOVE EXISTING ACOUSTIC PANEL CEILING IN ITS ENTIRETY,

INCLUDING GRID, HANGERS, AND ACCESSORIES.

024119.02 REMOVE EXISTING GYP. BD OR GYP. PLASTER BOARD IN ITS

ENTIRETY, EXISTING FRAMING TO REMAIN FOR INSTALLATION OF

NEW CEILING.

024119.03 REMOVE PORTION OF EXISTING GYP. BD. CEILING AS REQUIRED FOR

INSTALLATION OF MECHANICAL SCOPE OF WORK. PATCH AND

REPAIR AS REQUIRED, PAINT EXTENTS OF CEILING TO EDGE. REFER

TO FINISH LIST.

Scale: 1/8" = 1'-0"

1 FIRST FLOOR DEMOLITION RCP

Scale: 1/8" = 1'-0"

2 SECOND FLOOR DEMOLITION RCP

08B

17B 06B

06D

06E

13 14 09

07A

APC-1

9' - 2"

APC-1

9' - 2"

APC-1

9' - 2"

08A

06C

APC-1

9' - 2"

APC-1

8' - 0"

06C

APC-1

9' - 2"

APC-1

8' - 0"

APC-1

8' - 0"

17A

APC-1

8' - 0" APC-1

8' - 0"

APC-1

8' - 0"

07B

GYP

7' - 4"

GYP

7' - 4"

GYP

8' - 0"

GYP

8' - 0"

ES

ES

ES

ES

120 121

116C

116A

116B

101B101A

105 APC-1

8' - 0"

APC-1

9' - 0"

APC-1

8' - 0"

APC-1

8' - 0"

APC-1

9' - 0"

APC-1

8' - 0"

APC-1

8' - 0"

GYP

8' - 0"

GYP

8' - 0"

APC-1

8' - 0"

APC-1

8' - 0"

APC-1

8' - 0"

GYP

8' - 0"

APC-1

8' - 0"

APC-1

8' - 0"

ES

ES

APC-1

8' - 0"

APC-1

9' - 0"

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APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL DESIGN FIRM #184000358-0001

Dewberry Engineers Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL. REG.#184005007-0006

2/

/2

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REFLECTED

CELIING PLAN

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A-113 Scale: 1/8" = 1'-0"

1 FIRST FLOOR REFLECTED CEILING PLAN

Scale: 1/8" = 1'-0"

2 SECOND FLOOR REFLECTED CEILING PLAN

FINISH LIST

FINISH COMMENTS

CEILING FINISHES

ACOUSTIC PANEL CEILING (APC)

APC-1 USG MARS HEALTHCARE ACOUSTICAL PANELS 2'-0" x 2'-0" - SLT.

USG BRAND DX/DXL ACOUSITAL SUSPENSION SYSTEM

PAINT (PNT)

PNT-1 SHERWIN WILLIAMS; SW7007 CEILING BRIGHT WHITE

A-151

A-151

A-151

A-151

A-151

A-151

A-151

A-151

8" MIN

[203MM]

MODIFIED MEMBRANE

METAL CAP SECURED 12" O.C.

[305MM] W/ FASTENERS &

NEOPRENE WASHERS

BASE PLY

PASSIVE

AIR/VENT INTAKE

FLASHING FASTENED

8" O.C. [203MM]

CAP FLASHING PLY 9" MIN.

[228MM] ON FIELD - TERMINATE

AT TOP OF NAILER, BUT DO

NOT TURN OVER TOP

BASE FLASHING PLY 6" MIN.

[152MM] ON FIELD -

WRAP UP AND OVER NAILER

INSULATION

COVERBOARD

GYPSUM DECK

AIR BARRIER, REFER TO

SPECIFICATION FOR TYPE AND

APPLICATION METHOD

CANT STRIP

NOTE:

1. REFERENCE SPECIFICATION FOR

SURFACING, MEMBRANE ADHESIVE

TYPE, AND INSULATION/COVER BOARD

TYPE AND ATTACHMENT METHOD.

2. ASSURE ROOF AIR BARRIER

PROPERLY TIES INTO WALL SYSTEM

AIR BARRIER, IF PRESENT.

8"

MIN

[203M M]

CAP FLASHING PLY 9" MIN.

[228MM] ON FIELD

BASE FLASHING PLY 6"

MIN. [152MM] ON FIELD

MODIFIED MEMBRANE

BASE PLY

TEMPERATURE APPROPRIATE

ELASTOMERIC SEALANT

STORM COLLAR

SET IN MASTIC,

PRIME FLANGE

UMBRELLA

DRAWBAND OR

WELD UMBRELLA

TO STACK

HEAT STACK

SEALANT, REFERENCE SPECIFICATION

GYPSUM DECK

SEAL GAP AROUND

PENETRATION W/FOAM

NOTE:

1. REFERENCE SPECIFICATION FOR

SURFACING, MEMBRANE ADHESIVE

TYPE, AND INSULATION/COVER BOARD

TYPE AND ATTACHMENT METHOD

2. ASSURE ROOF AIR BARRIER PROPERLY

TIES INTO WALL SYSTEM AIR BARRIER,

IF PRESENT.

INSULATION

COVERBOARD

OPT: WOOD NAILERS; VARIES

DEPENDING UPON SIZE OF

PENETRATION

AIR BARRIER, REFER TO

SPECIFICATION FOR TYPE

AND APPLICATION METHOD

4"

MIN.

Scale: 1 1/2" = 1'-0"

HEAT STACK

Scale: 1 1/2" = 1'-0"

INTAKE/EXHAUSET HOOD

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PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL DESIGN FIRM #184000358-0001

Dewberry Engineers Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL. REG.#184005007-0006

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DETAILS

DEW

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A-151 Scale: 1/8" = 1'-0"

ROOF PLAN

F

TS

FLOW SWITCH

HOSE END DRAIN VALVEHED

TEMPERATURE SENSOR

PRESSURE GAUGE

MANUAL DAMPER

MECHANICAL SYMBOLS

FIRE DAMPER

HUMIDISTAT

SYMBOL DESCRIPTION

H

GAS COCK

GAS PRESSURE REGULATING VALVE

CO2

CARBON MONOXIDE SENSOR

T THERMOSTAT/TEMPERATURE SENSOR

MOTOR OPERATED DAMPERM

DUCTWORK SYMBOLSPIPING DESCRIPTION

X" CD

CONDENSATE DRAIN

NATURAL GAS

SMOKE DAMPER

FD

SD

REFRIGERANT PIPES (SUCTION/LIQUID)

X = SECTION DETAIL NUMBER

XX = SHEET REFERENCE

X

XX

X = CALLOUT DETAIL NUMBER

XX = SHEET REFERENCE

X

XX

GENERAL

CONNECT TO EXISTING

DIRECTION OF AIR FLOW

VENTURI FLOW METER

BUTTERFLY VALVE

BACKFLOW PREVENTER

1/8" PIPE SLOPE AS NOTED

PRESSURE REGULATING VALVE

PIPE REDUCER OR INCREASER

CONTROL VALVE (3-WAY)

MECHANICAL SYMBOLS

DIRECTION OF FLOW

GATE VALVE

BALANCING VALVE

GLOBE VALVE

Y-STRAINER

PIPE CAP OR PLUG

CHECK VALVE

UNION

PIPE CONTINUES

SYMBOL DESCRIPTION

CONTROL VALVE (2-WAY)

ELBOW UP

ELBOW DOWN

TOP TAKE-OFF

BOTTOM TAKE-OFF

BALL VALVE

BFP

SUPPLY AIR DEVICE

EXHAUST AIR DEVICE

RETURN AIR DEVICE

EQUIPMENT TAG

XXX = TYPE X = NUMBER

(SEE SCHEDULE)

XXX

X

AIR DEVICE TAG

X = TAG XX = CFM

(SEE SCHEDULE)

X

XX

AIR DEVICE SYMBOLS

WALL AIR DEVICE (SUPPLY/RETURN)

SA

TO SPACE

SQUARE ELBOW (WITH TURNING VANES)

RADIUS ELBOW (1.5 DIA. UNLESS NOTED)

SQUARE TO SQUARE/ROUND DUCT 90 DEGREE TAKEOFF

ROUND TO ROUND DUCT 90 DEGREE TAKEOFF

TRANSITION

RECTANGULAR ELBOW UP (SUPPLY)

RECTANGULAR ELBOW DN (SUPPLY)

ROUND ELBOW UP (SUPPLY)

ROUND ELBOW DN (SUPPLY)

VAV BOX (SIZE MAY VARY)

45 DEGREE DUCT TRANSITION UP/DN

FLEX DUCT

X" NG

X" RF

LINEAR SLOT CEILING AIR DEVICE

LINEAR SLOT WALL AIR DEVICE

CO

CARBON DIOXIDE SENSOR

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

NOT ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS DRAWING MAY BE USED

FOR THIS PROJECT.

THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY FOR

THE INSTALLATION OF THE WORK AND FOR ALL CERTIFICATES OF INSPECTION

AND APPROVAL REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. NO WORK

IS TO PROCEED WITHOUT BUILDING DEPARTMENT PERMIT.

THE CONTRACTOR SHALL MAINTAIN SUCH INSURANCE AS WILL PROTECT HIMSELF

AND/OR THE OWNER FROM DIRECT, ASSUMED AND CONTINGENT LIABILITY FROM

CLAIMS FOR DAMAGES, FOR PERSONAL INJURIES, INCLUDING DEATH, AND/OR

DAMAGE TO PROPERTY, WHICH MAY ARISE FROM OPERATION UNDER HIS

CONTRACT WHETHER SUCH OPERATIONS BE BY HIMSELF, OR ANY SUB-

CONTRACTOR, OR ANYONE DIRECTLY EMPLOYED BY EITHER OF THEM.

THE MECHANICAL CONTRACTOR SHALL BE FAMILIAR WITH ALL CONTRACT

DOCUMENTS FOR ALL TRADES AND COORDINATE WITH OTHER CONTRACTORS.

WHEN CONFLICTS OCCUR IN THE SPECIFICATIONS OR ON THE DRAWINGS OR

BETWEEN EITHER, PROVIDE THE ITEM OF GREATER QUANTITY OR HIGHER COST,

UNLESS WRITTEN INSTRUCTIONS FROM THE OWNER OR ENGINEER ARE

PROVIDED TO RESOLVE THE SPECIFIC CONFLICT.

THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AS

SPECIFIED, ARE PART OF THIS CONTRACT.

THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND

PLUMBING REQUIREMENTS WITH THE ELECTRICAL AND PLUMBING CONTRACTORS.

MECHANICAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE AND LOCAL CODES, AND STANDARDS.

THE CONTRACTOR WILL BE HELD TO HAVE VISITED THE PREMISES PRIOR TO

SUBMITTING HIS BID AN TO HAVE THOROUGHLY EXAMINED ALL EXISTING

CONDITIONS INCLUDING ENTRANCE AND EXIT FACILITIES, HOURS PERMITTED BY

THE BUILDING FOR THE TRANSPORTATION OF EQUIPMENT AND MATERIALS, AS

WELL AS THE CONTRACTOR SATISFIED HIMSELF AS TO THE CONDITIONS AND

WORK SHOWN ON THE PLANS OF THE ARCHITECT WHICH WOULD IN ANY MANNER

AFFECT THE WORK UNDER HIS CONTRACT AND ITS COMPLETION DATE. NO LATER

CLAIM FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN

FORESEEN BY SUCH VISIT OR INVESTIGATION SHALL BE RECOGNIZED.

SUBMISSION OF A BID SHALL BE CONSTRUED AS EVIDENCE THAT SUCH A VISIT

HAD OCCURRED. THE CONTRACTOR SHALL EXAMINE ALL EXISTING STRUCTURAL

CONDITIONS, TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE

AND SHALL VERIFY ALL DIMENSIONS GIVEN ON THE DRAWINGS OF THE WORK AND

THE REFERENCE DRAWINGS.

THE SCOPE OF WORK SHALL INCLUDE PROVIDING HEATING, VENTILATING AND AIR

CONDITIONING FOR THE PREMISES IN ACCORDANCE WITH THESE DRAWINGS AND

SPECIFICATIONS. DRAWINGS AND SPECIFICATIONS INDICATE GENERAL

ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THIS CONTRACT, WORK

SHALL CONSIST OF FURNISHING ALL ASPECTS NECESSARY FOR AND INCIDENTAL

TO THE EXECUTION AND COMPLETION OF FULLY FUNCTIONAL HVAC SYSTEMS

INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN.

MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. MECHANICAL DRAWINGS

ARE DIAGRAMMATIC ONLY AND ARE BASED ON ONE MANUFACTURER'S

EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT

LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT OR

DEVICES. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE

EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE

AVAILABLE SPACE; FINAL ROUTING OF DUCTWORK, PIPING AND EQUIPMENT

LOCATIONS SHALL BE DETERMINED IN THE FIELD. ADDITIONAL OFFSETS, ELBOWS,

ETC., SHALL BE PROVIDED AND INSTALLED WITHOUT ADDITIONAL COST TO THE

OWNER.

IN ORDER TO DEFINE REQUIREMENTS FOR CAPACITY, QUALITY, FUNCTION, SIZE,

GAUGES AND GRADES, THESE MATERIAL SPECIFICATIONS DESIGNATE

MANUFACTURERS, BRANDS, AND OTHER PERTINENT DATA DESCRIBING

PRODUCTS THAT CONFORM TO THIS PROJECT'S REQUIREMENTS, MATERIALS OR

PRODUCTS SPECIFIED BY NAME OF MANUFACTURER, BRAND OR TRADE NAME OR

CATALOG REFERENCE SHALL BE THE BASIS OF THE BID AND FURNISHED UNDER

THIS CONTRACT. SHOULD THE CONTRACTOR WISH TO PROVIDE AN ALTERNATE

PIECE OF EQUIPMENT HE SHALL BEAR ALL BURDEN OF RESPONSIBILITY

GUARANTEEING SUBSTITUTE UNIT IS EQUAL IN ALL ASPECTS OF PERFORMANCE,

DIMENSIONS ETC. WHERE TWO OR MORE MATERIALS OR PRODUCTS ARE NAMED,

THE CHOICE OF THESE SHALL BE OPTIONAL WITH THE BIDDER, THE BIDDER SHALL

SUBMIT HIS BID BASED ON THE MATERIAL AND PRODUCTS LISTED IN THIS

SPECIFICATION.

THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL INCIDENTAL

ACCESSORIES NECESSARY TO MAKE THE MECHANICAL WORK COMPLETE AND

READY FOR OPERATION.

THE CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND MATERIALS

INSTALLED BY HIM TO BE FREE FROM INHERENT DEFECTS, AND SHALL REPAIR OR

REPLACE ANY DEFECTIVE MATERIALS OR WORKMANSHIP, FREE OF COST TO

OWNER, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY

THE OWNER. ANY DAMAGE OR LOSS, EXCLUSIVE OF BUILDING CONTENTS DUE TO

SUCH DEFECTS WILL ALSO BE MADE GOOD AT CONTRACTOR'S EXPENSE.

DEFECTS WILL BE REMEDIED AND DAMAGES OR LOSSES WILL BE MADE GOOD

WITHIN A REASONABLE TIME, AS SPECIFIED IN NOTICE BY THE OWNER.

16.

17.

18.

19.

20.

A.

B.

C.

21.

22.

23.

24.

25.

26.

27.

ANY LOSS OF, OR DAMAGE TO ANY EQUIPMENT, OR MATERIALS

SUPPLIED BY THE CONTRACTOR, OR BY OWNER FOR

INSTALLATION SHALL BE THE SOLE RESPONSIBILITY OF THIS

CONTRACTOR, UNTIL SUCH TIME AS COMPLETED JOB HAS BEEN

APPROVED AND ACCEPTED BY THE OWNER. IF LOSS, OR DAMAGE

SHOULD OCCUR NO CLAIM MAY BE MADE AGAINST THE OWNER,

NOR SHALL COMPLETION DATES BE AFFECTED BY SUCH LOSS, OR

DAMAGE.

THE MECHANICAL CONTRACTOR SHALL FURNISH TO THE GENERAL

CONTRACTOR ALL INFORMATION REQUIRED FOR SETTING OF

WALL, ROOF AND PARTITION OPENINGS FOR MECHANICAL WORK.

ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED

WITH A SEALANT OF HIGH QUALITY AND LONG LIFE, TO PREVENT

INFILTRATION OF OUTSIDE AIR INTO CONDITIONED SPACE.

CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS OF

THE EQUIPMENT, DUCTWORK IN 3/8" SCALE, PIPING,

TEMPERATURE CONTROLS AND PROVIDE CUTS OF COMPONENTS

TO BE FURNISHED BY HIM. ALL ITEMS SHALL BE SUBMITTED THE

ENGINEER FOR HIS APPROVAL. NO WORK SHALL PROCEED

WITHOUT APPROVED SHOP DRAWINGS.

CONTRACTOR SHALL FURNISH "AS BUILT" RECORD DRAWINGS

AND OPERATING AND MAINTENANCE INSTRUCTIONS AT THE

COMPLETION OF THE INSTALLATION. DRAWINGS SHALL SHOW:

ALL NEW ELECTRICAL AND MECHANICAL WORK INSTALLED

MODIFICATIONS AND ADDITIONS TO ORIGINAL DESIGN

DIMENSIONAL INFORMATION NECESSARY TO LOCATE BURIED

OR UNDERGROUND PIPING/UTILITIES

TEMPORARY WORK TO KEEP NORMAL BUILDING SERVICES IN

OPERATION SHALL BE PART OF THIS CONTRACT. COORDINATE

WITH BUILDING MANAGEMENT AND OBTAIN PERMISSION FOR ANY

ALTERATIONS AFFECTING BUILDING. COORDINATE ALL BUILDING

SHUTDOWNS AND RELOCATIONS OF EXISTING SYSTEMS WITH

OWNER. DO NOT PROCEED WITH WORK AFFECTING BUILDING

SYSTEMS AND OPERATION WITHOUT WRITTEN APPROVAL.

CONTRACTOR SHALL COORDINATE HIS WORK WITH ARCHITECT'S

DRAWINGS, LIGHTING, AND WORK OF ALL OTHER TRADES.

CONTRACTOR SHALL PROVIDE ADDITIONAL DUCTWORK TO

MAINTAIN CEILING HEIGHTS AND AVOID WORK OF OTHER TRADES

AND EXISTING CONDITIONS, AS PART OF HIS BASE BID.

FIELD OBSERVATION OF EXISTING SYSTEM AND CONDITIONS WAS

ATTAINED VIA LIMITED FIELD SURVEYS. ONLY SYSTEMS AND

CONDITIONS CLEARLY VISIBLE AT THE TIME OF SURVEY ARE

SHOWN. CONTRACTOR SHALL VERIFY EXACT LOCATION OF

CONNECTION OF NEW WORK TO EXISTING.

CONTRACTOR TO PROVIDE PRIME AND FINISH PAINTING AS

REQUIRED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING

AND/OR DISPOSING OF ALL ITEMS THAT ARE NOT NECESSARY IN

THE COMPLETION OF THE PROJECT AND SHALL CLEAN THE AREA

OF CONSTRUCTION AFTER THE COMPLETION OF THE PROJECT.

WHERE EXISTING EQUIPMENT IS TO BE RELOCATED, EXTREME

CARE SHALL BE TAKEN TO PREVENT DAMAGE DURING THE

REMOVAL AND REINSTALLATION. WHERE DAMAGE OCCURS, THE

EQUIPMENT SHALL BE REPLACED OR REPAIRED TO THE

SATISFACTION OF THE ARCHITECT, AT NO ADDITIONAL COST TO

THE OWNER.

PROVIDE COMPLETE ACCESS TO ALL NEW OR RELOCATED AIR

HANDLING UNITS, TERMINAL DEVICES, HEATING COILS, AND FANS

AND NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO

INSTALLATION.

GENERAL NOTES - MECHANICAL HVAC

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR LOCATIONS OF

DIFFUSERS, REGISTERS AND GRILLES.

VOLUME DAMPERS SHALL BE INSTALLED AT ALL LOW PRESSURE SUPPLY,

RETURN AND EXHAUST DUCTWORK BRANCH TAKE-OFFS.

FIRE DAMPERS AND ACCESS PANELS SHALL BE INSTALLED AT FIRE RATED

ASSEMBLIES AND FLOOR PENETRATIONS BY THE GC.

SUPPORTS FOR DUCT, FANS, VAV'S, ETC. SHALL BE DIRECTLY FROM BUILDING

STRUCTURE, SUSPENDING ANY OF THE ABOVE FROM ONE ANOTHER IS

PROHIBITED.

MECHANICAL CONTRACTOR SHALL INSTALL DUCT-MOUNTED SMOKE

DETECTORS IN DUCT AND PROVIDE A 16x16 DUCT ACCESS DOOR FOR EACH.

ELECTRICAL CONTRACTOR WILL FURNISH AND WIRE DETECTORS.

THE BUILDING AUTOMATION SYSTEM (BAS) CONTRACTOR SHALL COORDINATE

WALL AND CEILING MOUNTED SENSOR LOCATIONS WITH THE ARCHITECTURAL

PLANS. WALL MOUNTED SENSORS SHALL BE INSTALLED 48" ABOVE FINISHED

FLOOR UNLESS OTHERWISE NOTED.

INSULATE THE BACKS OF ALL DIFFUSERS UNLESS NOTED OTHERWISE.

PROVIDE ALL NECESSARY DUCT TRANSITIONS FROM THE INDICATED DUCT SIZE

TO THE ACTUAL EQUIPMENT DUCT COLLAR SIZE.

EXHAUST AND SUPPLY FANS SHALL BE PROVIDED WITH FLEXIBLE DUCT

CONNECTIONS WHEN ATTACHED TO DUCTWORK.

INSTALL EACH FAN WITH THE FAN MOTOR AND DRIVE ORIENTED TO ALLOW

ACCESS.

ALL DUCTS SHALL BE GROUNDED ACROSS FLEXIBLE CONNECTIONS WITH

FLEXIBLE BRAIDED COPPER GROUNDING STRIPS.

ALL DUCTWORK DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS.

DUCTWORK SIZES SHOWN DO NOT ACCOUNT FOR DUCTWORK LINER OR

INSULATION WRAP THICKNESS.

IN FINISHED AREAS, INSTALL ALL DUCTWORK AT THE MAXIMUM ELEVATION

POSSIBLE. PROVIDE ALL FITTINGS, TRANSITIONS AND MATERIALS REQUIRED TO

ACHIEVE MAXIMUM ELEVATION. COORDINATE ALL WORK WITH OTHER TRADES

PRIOR TO THE START OF WORK TO AVOID CONFLICTS. THIS EXCLUDES ALL

DUCT NECESSARY TO KEEP EQUIPMENT AND DAMPERS ACCESSIBLE FOR

MAINTENANCE.

THE CONTROLS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POWER

TO THE CONTROL PANELS. ELECTRICAL CONTRACTOR SHALL PROVIDE 120

VOLT CIRCUIT TO JUNCTION BOX IN EACH MECHANICAL SPACE. THE CONTROLS

CONTRACTOR SHALL BE RESPONSIBLE FOR PULLING WIRING FROM JUNCTION

BOX TO CONTROL PANELS. ALL 120 VOLT WIRING SHALL BE INSTALLED IN

ACCORDANCE WITH DIVISION 26.

TERMINAL UNITS SHALL ME MOUNTED WITHIN 8" AFC WHERE POSSIBLE.

ALL RETURN AIR OPENINGS INDICATED ON DRAWINGS ARE LOCATED ABOVE THE

CEILING UNLESS OTHERWISE NOTED. INSTALL ALL RETURN AIR OPENINGS SO

THAT THERE ARE NO OBSTRUCTIONS BLOCKING THE INDICATED RETURN AIR

PATH FREE AREA.

FLEXIBLE DUCTWORK SHALL NOT EXTEND THROUGH FULL HEIGHT PARTITIONS.

CONTRACTOR SHALL EXTEND RIGID ROUND DUCTWORK THROUGH FULL HEIGHT

PARTITIONS BEFORE CONNECTING FLEXIBLE DUCTWORK.

THE MAXIMUM LENGTH OF FLEXIBLE DUCTWORK SHALL NOT EXCEED 6'-0".

WHERE A LENGTH GREATER THAN 6'-0" OCCURS, CONTRACTOR SHALL EXTEND

THE DUCTWORK WITH EXTERNALLY INSULATED ROUND SHEET METAL OF THE

SAME SIZE AS THE FLEXIBLE DUCT.

THE CONTRACTOR SHALL SEAL ALL LEAKS IN NEW DUCTWORK AND EXISTING

DUCTWORK TO REMAIN. THE CONTRACTOR SHALL CAP AND SEAL ALL UNUSED

TAPS AND OPENINGS IN THE EXISTING DUCTWORK.

PROVIDE SPIN COLLAR BRANCH FITTINGS, CONSTRUCTED OF GALVANIZED

STEEL, WITH VOLUME DAMPER AT ALL NEW ROUND BRANCH TAPS SERVING ALL

SUPPLY AND EXHAUST AIR CEILING DIFFUSERS. WHERE THE DEPTH OF THE

DUCTWORK WILL NOT PERMIT A SPIN COLLAR FITTING, PROVIDE AN

EQUIVALENT FLAT OVAL CONNECTION WITH MANUAL VOLUME DAMPER AND AN

OVAL TO ROUND TRANSITION FOR EACH DIFFUSER TAP. REFER TO THE SQUARE

CEILING DIFFUSER DETAIL FOR EQUIVALENT FLAT OVAL SIZES. FLANGED AND

GASKETED STYLE OF SPIN COLLAR FITTINGS IS NOT ACCEPTABLE.

PROVIDE SCREWED ON ENGRAVED BLACK LAMICOLD SHEET NAMEPLATES FOR

EQUIPMENT, INSTRUMENTS, GAUGES, CONTROL SWITCHES ETC.

ALL AIR SYSTEMS SHALL BE BALANCED AND CERTIFIED READINGS SHALL BE

SUBMITTED FOR APPROVAL. THE CONTRACTOR SHALL ALLOW FOR A SECOND

VISIT TO REBALANCE THE SYSTEM TO PROVIDE AIR QUANTITIES INDICATED ON

DRAWINGS AND TO ADJUST AIR THROW ONCE SPACE IS OCCUPIED. THE WORK

WILL NOT BE CONSIDERED COMPLETE WITHOUT APPROVED BALANCING

REPORT.

GENERAL NOTES - MECHANICAL PIPING

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

SUPPORTS FOR, PIPING SHALL BE DIRECTLY FROM BUILDING STRUCTURE,

SUSPENDING PIPING FROM ANOTHER ITEM IS PROHIBITED.

MINIMUM SIZE OF HOT WATER SUPPLY, HOT WATER RETURN AND CONDENSATE

DRAIN PIPING SHALL BE 3/4" UNLESS OTHERWISE NOTED.

PROVIDE 3/4" MANUAL AIR VENTS WITH BALL VALVES AT ALL HIGH POINTS AND

ENDS OF MAIN PIPE RUNS. PIPE TO FLOOR DRAIN IN MECHANICAL ROOMS OR

JANITOR CLOSETS WITH 3/4" COPPER PIPING. ALTERNATE LOCATIONS MUST BE

APPROVED BY ENGINEER.

ALL WATER SYSTEMS SHALL BE BALANCED AND CERTIFIED READINGS SHALL BE

SUBMITTED FOR APPROVAL. THE CONTRACTOR SHALL ALLOW FOR A SECOND VISIT

TO REBALANCE THE SYSTEM TO PROVIDE WATER QUANTITIES INDICATED ON

DRAWINGS. THE WORK WILL NOT BE CONSIDERED COMPLETE WITHOUT APPROVED

BALANCING REPORT. HOT AND CHILLED WATER SYSTEM SHALL BE BALANCED TO

FLOW RATES INDICATED.

ISOLATION VALVES SHALL BE INSTALLED IN SUPPLY AND RETURN PIPING ON EACH

FLOOR, AND IN BRANCH PIPING SERVING MORE THAN ONE PIECE OF EQUIPMENT.

NO BULLHEAD TEES IN PIPING SYSTEMS SHALL BE ALLOWED ON THIS PROJECT.

CONTRACTOR SHALL PROVIDED OFFSETS AS NECESSARY TO MEET THIS

REQUIREMENT.

CONTRACTOR TO PROVIDE IDENTIFICATION OF PIPING WITH SIZE, PURPOSE AND

DIRECTION OF FLOW. APPLY ASME A13.1 COMPLYING MARKERS TO ALL PIPING WITH

NAME OR SERVICE, SPACE EVERY 20 FEET. COLORING OF ARROWS SHALL BE IN

ACCORDANCE WITH AMERICAN STANDARD ASSOCIATION (A.S.A.) REQUIREMENTS.

FURNISH AND INSTALL ON EACH VALVE A 2 INCH DIAMETER NUMBERED TAG,

FURNISH AND INSTALL TWO FRAME, GLASS COVERED VALVE CHARTS, LISTING

EACH VALVE BY SYSTEM, FUNCTION AND NUMBER, AS WELL AS ONE LINE FLOW

SCHEMATIC.

WHEN INSTALLING VALVES, INSURE THE ABILITY TO ACTUATE THE VALVE HANDLE

THROUGH THE FULL RANGE OF OPERATION.

IN FINISHED AREAS, INSTALL ALL PIPING AT THE MAXIMUM ELEVATION POSSIBLE.

PROVIDE ALL FITTINGS, TRANSITIONS AND MATERIALS REQUIRED TO ACHIEVE

MAXIMUM ELEVATION. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO

THE START OF WORK TO AVOID CONFLICTS. THIS EXCLUDES ALL PIPE NECESSARY

TO KEEP EQUIPMENT AND VALVES ACCESSIBLE FOR MAINTENANCE.

GENERAL NOTES - TEMPERATURE CONTROL

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

THE TEMPERATURE CONTROLS CONTRACTOR (TCC) SHALL BE FULLY RESPONSIBLE

FOR THE AUTOMATIC CONTROL, AS DEFINED BY THE SEQUENCE OF OPERATION, OF

EQUIPMENT DOCUMENTED ON THE TEMPERATURE CONTROLS DRAWINGS. THE TCC

SHALL PROVIDE ALL WIRING TO IMPLEMENT THE SEQUENCE OF CONTROL. WIRING

SHALL CONFORM TO THE DIVISION 26 SPECIFICATIONS.

UNLESS EXPLICITLY STATED IN THE EQUIPMENT SPECIFICATIONS, THE TCC SHALL

PROVIDE ALL THERMOSTATS AND/OR SPACE SENSORS REQUIRED FOR AUTOMATIC

CONTROL EQUIPMENT.

ALL THERMOSTATS AND/OR SPACE SENSORS SHALL BE OF THE SAME COLOR AND

LOOK SIMILAR IN NATURE UNLESS THE SEQUENCE OF OPERATION REQUIRES A

SPECIAL OR COMBINED FUNCTION OF THE DEVICE.

SUBMIT THERMOSTAT OR SENSOR COLOR/MATERIAL TO THE BUILDING ARCHITECT

FOR APPROVAL BEFORE DELIVERY OF THE EQUIPMENT TO THE JOB SITE.

UNLESS EXPLICITLY STATED IN THE EQUIPMENT SPECIFICATIONS, THE TCC SHALL

PROVIDE ALL HARDWARE AND SOFTWARE REQUIRED FOR AUTOMATIC CONTROL OF

THE EQUIPMENT.

THE TCC IS RESPONSIBLE TO OBTAIN AND THOROUGHLY REVIEW THE HVAC

EQUIPMENT SPECIFICATIONS AND SECTION 230900 (DIGITAL CONTROLS AND

INSTRUMENTATION) TO DETERMINE SCOPE OF WORK.

THE TCC IS RESPONSIBLE TO REVIEW ALL HVAC, PLUMBING, ELECTRICAL, AND FIRE

PROTECTION DRAWINGS TO DETERMINE SCOPE OF WORK.

THESE GENERAL NOTES SHALL SUPERSEDE ANY CONFLICTING INFORMATION FOUND

IN THE PROJECT DRAWINGS, SPECIFICATIONS, AND ADDENDA.

THE TCC SHALL BE RESPONSIBLE TO PROVIDE 120V POWER WIRING, CONDUIT AND

CIRCUIT BREAKERS TO EACH CONTROL PANEL AS REQUIRED. WIRING PROVIDED ON

THE PROJECT SHALL COMPLY WITH THE DIVISION 26 SPECIFICATIONS.

THE TCC SHALL PROVIDE ELECTRICAL POWER TO ALL VALVE AND DAMPER

ACTUATORS DESCRIBED IN THE SEQUENCE OF OPERATION OR SHOWN IN THE

CONTROL SCHEMATIC.

THE TEMPERATURE CONTROLS SYSTEM SHALL MONITOR ALL FACTORY STATUS

POINTS AND ALARMS FROM THE EQUIPMENT MANUFACTURER'S CONTROL PANEL.

A

54321

B

C

D

E

F

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL DESIGN FIRM #184000358-0001

Dewberry Engineers Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL. REG.#184005007-0006

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MECHANICAL

SYMBOLS,

ABBREVIATIONS

& NOTES

MFK

JRF

PER

2/27/2026

50191304

C O

B

FI

R E

ST

AT

IO

N

C ity o f B lo om in gt on

IS

SU

ED

F

O R

B

ID

N . L ee S t, Bl oo m in gt on , I

L

M-001

ABBREVIATIONS - MECHANICAL

% PERCENT

(D) DEMOLISH

(E) EXISTING

(R) REMOVE

< LESS THAN

> GREATER THAN

AC AIR CONDITIONING

ACCU AIR COOLED CONDENSING UNIT

ADJ ADJUSTABLE

AF AIRFLOW

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AO ANALOG OUTPUT

ARCH ARCHITECTURAL

AS AIR SEPARATOR

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATING, AND AIR-CONDITIONING

ENGINEERS

ATC AUTOMATIC TEMPERATURE CONTROL

B BOILER

B&G BELL & GOSSETT

BAS BUILDING AUTOMATION SYSTEM

BHP BRAKE HORSEPOWER

BI BINARY INPUT

BMS BUILDING MANAGEMENT SYSTEM

BO BINARY OUTPUT

BT BUFFER TANK

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

CD CONDENSATE DRAIN

CDWP CONDENSER WATER PUMP

CFM CUBIC FEET PER MINUTE

CH CHILLER

CHW CHILLED WATER

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

CONN CONNECTION

CONT CONTROLS

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

Cv VALVE COEFFICIENT

CW CONDENSER WATER

CWFS CONDENSER WATER FILTRATION SYSTEM

CWP CHILLED WATER PUMP

DB DRY BULB

DBL DOUBLE

DE DISHWASHER EXHAUST

DEF DISHWASHER EXHAUST FAN

DEG DEGREE

DIA DIAMETER

DN…