3-25134 - Bid Set - 2026-02-02.pdf

STANDARD

LOCATION MAP

SYMBOL LIST

-DWG #

SHT #

SHT #

DWG #

SHT #

DWG #

SHT #

DWG #

ITEM #

MATERIAL SYMBOLS

ABBREVIATIONS

INDEX OF DRAWINGS

GENERAL NOTES

Sheet Description

FIRE EXTINGUISHER & FIRE

EXTINGUISHER CABINET TYPESECTION

TARGET

DETAIL

TARGET

EXTERIOR ELEVATION

TARGET

INTERIOR ELEVATION

TARGET

DWG #

SHT #

DETAIL BLOW-UP

ACOUSTICAL TILE/PLASTER

FACE BRICK

CONCRETE

PLYWOOD

WOOD BLOCKING

CONCRETE MASONRY UNIT

FINISH WOOD ALUMINUM

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD

STEEL

SAND, MORTAR, OR GROUT

EARTH

GRANULAR FILL

ASPHALT PAVING

ROOM NAME

AND NUMBER

DOOR OR FRAMED

OPENING TARGET

NORTH ARROW

WALL OR TOILET

ACCESSORY TAG

WINDOW TAGITEM #

ITEM # WOOD CASEWORK

TAG

PLASTIC LAMINATE

CASEWORK TAG

ITEM #

TOP / JOIST BRG.

ELEV. = 0'-0"

ELEVATION TARGET

(VERTICAL HEIGHT)

COLUMN LINE

PARTITION TYPE

TAG

G0.1 COVER SHEET

A4.1 ROOF PLAN, DETAILS, FASTENER SCHEDULE AND GENERAL WORK NOTES

ACOUST - ACOUSTICAL

AFF - ABOVE FINISHED FLOOR

ALUM - ALUMINUM

ASS'Y - ASSEMBLY

AT - ACOUSTICAL TILE

BD - BOARD

BLDG - BUILDING

BRG - BEARING

BUR - BUILT UP ROOF

CJ - CONTROL JOINT

CLG - CEILING

CLR - CLEAR

CMU - CONCRETE MASONRY UNIT

COL - COLUMN

CONC - CONCRETE

CONT - CONTINUOUS

CPT - CARPET

CT - CERAMIC TILE

DIA - DIAMETER

DIM - DIMENSION

DN - DOWN

DOCS. - DOCUMENTS

DR - DOOR

DTL - DETAIL

DWG - DRAWING

EA - EACH

EJ - EXPANSION JOINT

EL - ELEVATION

ELEC - ELECTRICAL

ELEV - ELEVATOR

EQ - EQUAL

EWC - ELECTRIC WATER COOLER

EXIST - EXISTING

FDN - FOUNDATION

FE - FIRE EXTINGUISHER

FEC - FIRE EXTINGUISHER CABINET

FH - FIRE HYDRANT

FIN - FINISH

FIXT - FIXTURE

FLR - FLOOR

FT - FOOT/FEET

GA - GAUGE

GALV - GALVANIZED

GYP - GYPSUM

HGT - HEIGHT

HM - HOLLOW METAL

HORIZ - HORIZONTAL

HP - HIGH POINT

ID - INSIDE DIAMETER

INSUL - INSULATION

LBS - POUND

LP - LOW POINT

LOC - LOCATION

MANUF - MANUFACTURER

MASRY - MASONRY

MAX - MAXIMUM

MECH - MECHANICAL

MTL - METAL

MIN - MINIMUM

MJ - MOVEMENT JOINT

MO - MASONRY OPENING

NIC - NOT IN CONTRACT

NOM - NOMINAL

NTS - NOT TO SCALE

OC - ON CENTER

OD - OUTSIDE DIAMETER

OPER - OPERABLE

OPG - OPENING

OP H - OPPOSITE HAND

OZ - OUNCE

PLT - PLATE

PLAM - PLASTIC LAMINATE

PLYWD - PLYWOOD

PREFIN - PRE-FINISHED

R - RISERS

RAD - RADIUS

REINF - REINFORCED

REQ,D - REQUIRED

RM - ROOM

RRD - RAISED RUBBER DISC TILE

SC - SOLID CORE

SCHED - SCHEDULE

SHT - SHEET

SIM - SIMILAR

SPEC - SPECIFICATION

SS - STAINLESS STEEL

STD - STANDARD

STL - STEEL

STOR - STORAGE

STRUCT - STRUCTURE

SQ - SQUARE

TEL - TELEPHONE

TEMP - TEMPERED

THK - THICK

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VERT - VERTICAL

VCT - VINYL COMPOSITION TILE

VIF - VERIFY IN THE FIELD

W/ - WITH

W/O - WITHOUT

WD - WOOD

WP - WATERPROOF

A. SCOPE OF WORK AND GENERAL CONDITIONS

1. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS PROJECT.

2. THIS SET OF DOCUMENTS CONSISTS OF ALL SHEETS LISTED IN THE INDEX OF DRAWINGS ON THE TITLE SHEET, THE SPECIFICATIONS AND ALL ADDENDA. WORK SHOWN ON ANY OF THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND/OR FIRE PROTECTION DRAWINGS, WHERE APPLICABLE, INVOLVING ANY ONE TRADE SHALL BE PERFORMED BY THAT PARTICULAR TRADE WHETHER SUCH REQUIRED WORK IS SHOWN ON THE DRAWINGS BELONGING TO THAT PARTICULAR CATEGORY OR NOT. FOR CONFLICTS OR INCONSISTENCIES THAT MAY ARISE BETWEEN THE VARIOUS DOCUMENTS THE BIDDER SHALL ASSUME THE MORE STRINGENT OR SEVERE

CONDITION.

3. THE CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTORS SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK AS SHOWN ON THESE DRAWINGS EXCEPT WHERE NOTED AS NOT IN CONTRACT (N.I.C.). THEY SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THAT OF ALL OTHER TRADES. ALL WORK SHALL BE PERFORMED BY SKILLED AND

QUALIFIED WORKERS IN ACCORDANCE WITH THE BEST PRACTICES OF EACH TRADE.

4. THE CONTRACTORS SHALL SUPPLY ALL LABOR, TRANSPORTATION, APPARATUS, SCAFFOLDING, ANY TOOLS NECESSARY FOR THE COMPLETION OF THE WORK. THEY SHALL MAINTAIN AND REMOVE ANY TEMPORARY EQUIPMENT, AND CONSTRUCT IN EXCELLENT AND WORKMANLIKE MANNER THE COMPLETE WORK AND EVERYTHING PROPERLY INCIDENTAL THERETO AS STATED IN THE CONTRACT DOCUMENTS OR REASONABLY IMPLIED THEREFROM. IT IS NOT THE INTENT OF THE CONTRACT DOCUMENTS TO SET FORTH IN DETAIL EVERY ITEM NECESSARY TO PROVIDE FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTORS MUST BE QUALIFIED FOR THIS WORK AND MUST, WITHOUT DIRECTION, FURNISH AND INSTALL EVERYTHING NECESSARY TO PROVIDE CONSTRUCTION IN A COMPLETE AND ACCEPTABLE ORDER READY FOR USE WITHOUT ANY ADDITIONAL WORK. ALL PARTS MUST BE COORDINATED, COMPLETE, READY TO OPERATE AND DELIVERED TO THE OWNER IN NEW CONDITION.

5. DUE TO THE NATURE OF RENOVATION WORK, THE BIDDER SHALL CONSIDER CONTINGENCIES IN THE BID. NO ADDITIONAL FUNDS WILL BE PROVIDED FOR EXISTING FIELD CONDITIONS THAT MAY ARISE, IF IT IS DEEMED BY THE ARCHITECT THAT THE CONTRACTORS COULD HAVE ANTICIPATED A PROBLEM FROM A FIELD VISIT. THE CONSTRUCTION DOCUMENTS ARE SCOPE DOCUMENTS AND AS SUCH MAY NOT DETAIL EXISTING CONDITIONS EXACTLY; HOWEVER, THIS DOES NOT RELEASE THE

BIDDER FROM CAREFULLY REVIEWING THE EXISTING CONDITIONS THAT AFFECT THE WORK.

6. THE CONTRACTORS ACKNOWLEDGE AND AGREE THAT THEY HAVE INDIVISIBLE, INDELEGABLE, INTRANSFERABLE, AND CONTRACTUAL OBLIGATION TO THE OWNER TO MAKE THEIR OWN INSPECTIONS ON THEIR OWN WORK AT THE STAGES OF CONSTRUCTION, AND SHALL SUPERVISE AND SUPERINTEND PERFORMANCE OF WORK IN SUCH MANNER AS TO ENABLE THEM TO CONFIRM, CERTIFY AND CORROBORATE AT ALL TIMES THAT ALL WORK HAS BEEN EXECUTED STRICTLY, LITERALLY, RIGIDLY, AND

INFLEXIBLY IN ACCORDANCE WITH THEIR METHODS, MATERIALS AND STANDARDS.

7. THE CONTRACTORS WILL REPAIR AND/OR REPLACE ALL DAMAGED MATERIALS THAT ARE FOUND TO HAVE BEEN MADE DURING THE COURSE OF THE WORK AND CLEANUP PROCEDURE. REPAIR SHALL MEAN THE ITEM(S) ARE RETURNED TO THEIR ORIGINAL STATE, AS A MINIMUM, AS DETERMINED BY THE OWNER AND THE ARCHITECT.

8. ALL CONTRACTORS SHALL BE LICENSED TO PRACTICE IN THE JURISDICTION OF THE SITE.

B. CONTRACT DRAWINGS AND SPECIFICATIONS

1. THE CONTRACTORS ARE REQUIRED TO THOROUGHLY INSPECT THESE DRAWINGS AND SPECIFICATIONS AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS IN WRITING BEFORE PROCEEDING WITH THE

WORK.

2. EACH TRADE IS REQUIRED TO THOROUGHLY EXAMINE THESE DRAWINGS AND INSPECT THE EXISTING CONDITIONS AT THE JOB SITE TO IDENTIFY POTENTIAL PROBLEMS, CONFLICTS, DISCREPANCIES OR INTERFERENCE WITH OTHER TRADES.

3. ALL CONTRACTORS SHALL EXAMINE AND BE RESPONSIBLE FOR ALL ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS WHEN

ESTABLISHING THE SCOPE OF WORK FOR THEIR RESPECTIVE TRADES.

4. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUCTION MATERIALS. ALL SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO

BE APPLIED TO ALL RELATED DRAWINGS AND DETAILS.

5. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT

THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

6. DRAWINGS MAY BE DISTORTED AND ARE NOT TO BE SCALED. WRITTEN DIMENSIONS GOVERN; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DRAWINGS.

7. ARCHITECTURAL DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER ENGINEERING DIMENSIONS AND NOTES. IF DISCREPANCIES BETWEEN ARCHITECTURAL AND

ENGINEERING DRAWINGS ARE DISCOVERED, CONTACT ARCHITECT FOR INTERPRETATION.

C. EXISTING CONDITIONS

1. ALL CONTRACTORS SHALL VERIFY AND BE FAMILIAR WITH THE EXISTING CONDITIONS AS AFFECTED BY THE SCOPE OF WORK TO BE PERFORMED. BY SUBMITTING A BID OR EXECUTING THE CONTRACT, THE CONTRACTORS REPRESENT THAT THEY HAVE VISITED THE SITE AND FAMILIARIZED THEMSELVES WITH THE LOCAL CONDITIONS UNDER

WHICH THE WORK IS TO BE PERFORMED.

2. NO REQUESTS FOR ADDITIONAL FUNDS WILL BE ALLOWED DUE TO IGNORANCE OF EXISTING CONDITIONS OR INTERFERENCE WITH THE WORK OF OTHER TRADES.

3. THE CONTRACTORS SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS BETWEEN THE EXISTING

CONDITIONS AND THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS.

4. THE CONTRACTORS MUST VERIFY ALL EXISTING CONDITIONS AT THE SITE. WHERE REQUIRED, NEW WORK MUST BE ADAPTED TO FIT EXISTING CONDITIONS AT NO

ADDITIONAL COST TO THE OWNER.

5. EXISTING CONDITIONS ARE INDICATED FOR THE CONTRACTORS' CONVENIENCE ONLY. IT IS THE CONTRACTORS' RESPONSIBILITY TO VERIFY EXISTING CONDITIONS AS THEY ARE AFFECTED BY THE WORK. THE ARCHITECT DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN. NO ADDITIONAL FUNDS WILL BE AUTHORIZED FOR THE CONTRACTORS' IGNORANCE OF EXISTING CONDITIONS AND THEIR IMPLICATIONS.

D. DEMOLITION AND REMOVALS

1. OWNER SHALL HAVE THE OPTION OF SELECTING ANY OR ALL OF THE ITEMS WHICH ARE DESIGNATED TO BE REMOVED BY THE CONTRACTORS AS SALVAGE FOR THE OWNER. CONTRACTORS SHALL REMOVE SUCH ITEMS WITH EXTREME CARE AND RETURN SUCH ITEMS TO THE OWNER.

2. OWNER SHALL REMOVE AND/OR RELOCATE PORTABLE EQUIPMENT, FURNITURE, ETC. WHICH WILL BE IN CONFLICT WITH NEW CONSTRUCTION.

E. CUTTING AND PATCHING

1. THE CONTRACTORS SHALL COORDINATE ALL WORK WITH ADJACENT AND AFFECTED TRADES. THE CONTRACTORS SHALL PERFORM ALL CUTTING, PATCHING AND FITTING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED OR IMPLIED ON THE DRAWINGS AND ALL OTHER WORK AS MAY BE REQUIRED TO COMPLETE THE JOB. PATCH AND REPAIR FLOORS, WALLS, CEILINGS, ETC. AS REQUIRED TO MATCH ADJACENT SURFACES AND/OR AS INDICATED ON THE DRAWINGS.

F. MATERIALS, ASSEMBLIES AND INSTALLATION

1. IT IS THE CONTRACTORS' RESPONSIBILITY TO COORDINATE AND ACCURATELY LOCATE ELECTRICAL, MECHANICAL AND PLUMBING DEVICES WITH CASEWORK AND OTHER CONSTRUCTION TO AVOID CONFLICTS. NO ADDITIONAL FUNDS WILL BE AUTHORIZED BY THE ARCHITECT FOR MISCOORDINATED WORK.

G. SITE CONDITIONS

1. ACTIVE PIPES, CONDUITS AND OTHER UTILITIES OF ALL TYPES, WHETHER SHOWN OR NOT, MUST BE PROTECTED BY THE CONTRACTORS AT ALL TIMES DURING THE CONSTRUCTION OF THE WORK. EXTREME CARE SHALL BE EXERCISED AT ALL TIMES NOT TO DAMAGE ANY SUCH PIPES AND CONDUITS. WHERE DAMAGE OCCURS, THE CONTRACTORS SHALL REPAIR SUCH DAMAGE IN A MANNER APPROVED BY THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER.

2. UNLESS SPECIFICALLY OTHERWISE APPROVED BY THE OWNER, ALL MECHANICAL, PLUMBING AND/OR ELECTRICAL LINES MUST BE KEPT ACTIVE DURING AND/OR AFTER CONSTRUCTION. WHERE THEY INTERFERE WITH THE NEW OR REMODELING WORK, THEY MUST BE TEMPORARILY RELOCATED DURING CONSTRUCTION AND PERMANENTLY RELOCATED AFTER CONSTRUCTION, TO LOCATIONS APPROVED BY THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER.

3. THE CONTRACTORS SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY OF THE STRUCTURE AND ITS INHABITANTS

4. THROUGHOUT THE PERIOD OF DEMOLITION AND CONSTRUCTION, PROVIDE ALL NECESSARY ACCOMMODATIONS TO KEEP THE TENANT-OCCUPIED PORTIONS OF THE BUILDING OPERATIONAL AND SAFE. THESE ACCOMMODATIONS INCLUDE, BUT ARE NOT LIMITED TO MECHANICAL SYSTEMS, ELECTRICAL AND COMMUNICATION WIRING, PLUMBING SYSTEMS, NOISE AND DUST CONTROL, TEMPORARY SIGNAGE, AND LIFE SAFETY MEASURES.

5. ALL CORRIDORS ARE TO BE KEPT FREE OF REFUSE AND CONSTRUCTION MATERIAL. CONTRACTORS SHALL DISPOSE OF DEMOLISHED MATERIALS OFF SITE AND PROVIDE

DUMPSTERS AS REQUIRED.

H. SITE RESTORATION

1. WHETHER OR NOT SPECIFICALLY INDICATED, THE CONTRACT DOCUMENTS REQUIRE THAT THE CONTRACTORS SHALL INCLUDE AS A PART OF THEIR BID PROVISIONS FOR PROVIDING SITE RESTORATION FOR ANY PORTION OF THE SITE AFFECTED BY THE WORK. THIS SITE RESTORATION SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO RESTORING EXISTING LANDSCAPING, WALKS AND ROADWAYS TO A CONDITION ACCEPTABLE TO THE ARCHITECT.

J. UNDERGROUND UTILITIES

1. THE CONTRACTORS SHALL EXERCISE CARE IN EXCAVATION AND CONSTRUCTION SO AS NOT TO DISTURB EXISTING UNDERGROUND SITE UTILITIES (UNLESS SPECIFICALLY DOCUMENTED TO DO SO.) THE CONTRACTORS SHALL EMPLOY A SERVICE TO LOCATE SUCH UTILITIES AND SHALL CONSULT WITH THE OWNER AS TO POSSIBLE LOCATIONS OF UNDERGROUND UTILITIES. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO RESTORE SERVICE AND PAY FOR ANY UTILITY FEES IN CONNECTION WITH RESTORATION OF SERVICE IN THE EVENT OF DISRUPTION DUE TO EXCAVATION OR CONSTRUCTION.

FEC #

BUILDING ENVELOPE IMPROVEMENTS

for the

BOARD of EDUCATION School District U-46 355 East Chicago Street Elgin, Illinois 60120

LIBERTY ELEMENTARY SCHOOL

1375 W. BARTLETT ROAD

BARTLETT, IL 60103

LIBRTY ELEMENTARY SCHOOL

1375 W. BARTLETT ROAD

BARTLETT, IL 60103

SCHOOL DISTRICT U-46

46 S. GIFFORD ST.

ELGIN, IL 60120

at

JJP

COVER SHEET

G0.1

BUILDING

ENVELOPE

IMPROVEMENTS

BOARD of EDUCATION for the

LIBERTY

ELEMENTARY SCHOOL

at

REVISIONS

No. Date By

Issue Date:

Drawn by:

Sheet Title

Sheet Number

Project Number:

FEBRUARY 2, 2026

25134 / 1102-26

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School District U46 355 East Chicago Street Elgin, Illinois 60120

1375 W. BARTLETT ROAD

BARTLETT, IL 60103

IS

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F

O R

B

ID

AutoCAD SHX Text

PT #

AutoCAD SHX Text

AutoCAD SHX Text c

AutoCAD SHX Text c

2.0 3.0 4.0 5.0 7.0

6.0

8.09.010.011.0

1.0

FASTENER SCHEDULE

ITEM SPACING

(1) NAIL

(2) CAP NAIL

(3) #12 METAL DECK

SCREW

(4) FLATHEAD WOOD

SCREW

(5) STAINLESS STEEL

SCREW W/ WASHER

(6) FLATHEAD TAPCON

(7) TAPCON W/ WASHER

(8) THREADED ROD

(9) EXPANSION BOLT

WOOD BLOCKING CURBS,

CANTS & MISC. STEEL

30# FELT UNDERLAYMENT

SHEET METAL GUTTERS

GRAVEL STOPS

BASE FLASHINGS

PLYWOOD (PARAPET WALLS)

PLYWOOD

SHEET METAL

(COUNTERFLASHING)

SHEET METAL (RAISED METAL EDGE)

SHEET METAL (CONTINUOUS CLEATS)

SHEET METAL (KEEPER STRAPS)

SHEET METAL

(DOWNSPOUTS)

CEMENTITIOUS

WOOD FIBER

CONCRETE

MASONRY

GYPSUM

WOOD

METAL

SUBSTRATE

WOOD

WOOD

WOOD

MASONRY

PLYWOOD

CONCRETE

MASONRY

WOOD

WOOD

WOOD

CONCRETE

MASONRY

FASTENER

#12 METAL DECK SCREWS

GALVANIZED RING SHANK NAILS

TRUFAST TL ROOFING FASTENERS, PARALOK FASTENER,

TWIN LOC NAIL

TRUFAST VERSA-FAST FASTENERS, PARALOK FASTENER,

TWIN LOC NAIL

1/2" DIA. GALVANIZED THREADED ROD

12" O.C. STAGGERED

12" O.C. STAGGERED

2'-0" O.C.

2'-0" O.C.

2'-0" O.C.

1-1/4" GALVANIZED CAP NAILS W/ 1" HEAD 6" O.C. EACH DIRECTION

2 ROWS STAGGERED, 3" O.C.

IN EACH FLANGE1-1/2" GALVANIZED RING SHANK NAILS

4" O.C.1-1/4" GALVANIZED CAP NAILS W/ 1" HEAD

3/16" DIA. FLATHEAD TAPCON SCREWS 9" O.C. EACH DIRECTION

9" O.C EACH DIRECTIONFLATHEAD GALVANIZED WOOD SCREWS

3/16" DIA. TAPCON SCREWS OR DRIVE ANCHORS

W/ EPDM WASHERS 12" O.C.

18" O.C. (6 FASTENERS MIN. PER 10' SECTION)

AND 2 FASTENERS VERTICALLY AT EACH JOINT

COVER PLATE

#12-#14 DIA. STAINLESS STEEL SCREWS

W/ EPDM WASHERS

3/16" DIA. FLATHEAD GALVANIZED WOOD SCREWS

OR GALVANIZED RING SHANK NAILS 6" O.C. STAGGERED

1/4" X 1" U-STRAP W/ 2-5

16" TAPCONS

OR DRIVE ANCHORS

3 PER KEEPER STRAP

3 PER KEEPER STRAP

4'-0" O.C.

DRIVE ANCHORS

3/16 " STAINLESS STEEL ROUND HEAD SCREWS

(10) TRUFAST TL

ROOFING FASTENER

SYMBOL LEGEND

7.0 ROOF AREA DESIGNATION ROOF HATCH

EXHAUST FAN

CURB

DUCT

SKYLIGHT

RTU (CURB)

RTU (RAILS)

INTAKE

ANTENNA

PITCH PAN(S)

ROOF EXPANSION JOINT

ROOF AREA DIVIDER

ROOF MOUNTED BEAM

GENERAL WORK NOTES

ROOF CORE SAMPLE

SECONDARY ROOF DRAIN

ROOF DRAIN AND SUMP

PRIMARY ROOF DRAIN

CH/DS CONDUCTOR HEAD & DOWNSPOUT

GUTTER & DOWNSPOUT

PLUMBING VENT

FLUE STACK

THROUGH-WALL SCUPPER

ROOF LADDER

GAS PIPE

ELECTRICAL CONDUIT

CONDENSATE LINE

PIPE CURB COVER(S)

E

C

G

STRUCTURE BELOW ROOF OVERHANG

RIDGE LINE

VALLEY LINE

TWS

DS

ABANDONED CURBAB

COMPOSITE ROOF PLAN

SCALE:1 1/16" = 1'-0"

3'-0" 5"

8"

8"

8"

8"

2"

OVERHANG DETAIL - EXISTING

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

OVERHANG DETAIL - NEW WORK

SCALE:3 1 1/2" = 1'-0" DEMOLITION NOTES

1. PROVIDE REMOVAL OF EXISTING GUTTERS.

2. PROVIDE REMOVAL OF BOTTOM SECTION OF DRIP EDGE LEAVING 2" AT THE TOP.

3. PROVIDE REMOVAL OF COMPOSITE ALUMINUM METAL PANEL SYSTEM.

NEW WORK NOTES

A. PROVIDE OPEN CELL SPRAY FOAM INSULATION BETWEEN TOP OF WALL AND TOP OF EXTERIOR LAYER OF GYPSUM BOARD UP TO DECK.

B. PROVIDE 2.1" HUNTER XCI PLY TO HAT CHANNELS AT SOFFIT AND FASCIA.

C. PROVIDE BACKER ROD AND SEALANT JOINT AT XCI AND WALL INTERSECTION.

D. PROVIDE NEW SELF ADHERED AIR BARRIER OVER XCI PLY. PROVIDE SEALANT AT SELF ADHERED AIR BARRIER TO WALL INTERSECTION.

E. PROVIDE INSIDE CLOSURE FOR SOFFIT OVER SEALANT AT XCI TO WALL INTERSECTION.

F. PROVIDE PETERSEN PAC-750 SOLID SOFFIT PANELS WITH MANUFACTURER APPROVED TERMINATION AT WALL AND FASCIA.

G. PROVIDE 24 GA. PREFINISHED METAL FASCIA TO MATCH COLOR OF PETERSEN SOFFIT PANELS.

H. PROVIDE NEW DRIP EDGE TO SLIP BEHIND PREVIOUS DRIP EDGE AND EXTEND DOWN 4". PROVIDE 2" BUTYL TAPE ON FRONT AND BACK OF NEW DRIP EDGE THAT SLIPS BEHIND EXISTING DRIP EDGE.

MECHANICALLY FASTENED BOTH DRIP EDGES TO THE FASCIA.

I. PROVIDE GUTTER SPACERS INSTALLED BETWEEN BRACKETS.

J. 24 GA. PREFINISHED STEEL GUTTER, 6" DEEP x 8" WIDE. FRONT OF GUTTER SHOULD BE 1" LOWER THAN THE BACK.

K. 10 GA. GALVANIZED STEEL BRACKET SUPPORT, CLAD W/ 24 GA. PREFINISHED STEEL, 24" O.C.

L. 24 GA. PREFINISHED STEEL SEMI-OPEN DOWNSPOUT, 4" DEEP x 6" WIDE. INSTALL FACE PLATE 4' DOWN FROM THE TOP OF THE DOWNSPOUT. PROVIDE CONCRETE SPLASH BLOCKS AT THE BASE OF ALL DOWNSPOUTS. CONCRETE SPLASH BLOCKS SHOULD BE OBTAINED FROM THE UNIT STEP COMPANY, JOLIET, IL.

3'-0" 5"

8"

8"

8"

8"

BUILDING

ENVELOPE

IMPROVEMENTS

BOARD of EDUCATION for the

LIBERTY

ELEMENTARY SCHOOL

at

REVISIONS

No. Date By

Issue Date:

Drawn by:

Sheet Title

Sheet Number

Project Number:

FEBRUARY 2, 2026

25134 / 1102-26

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School District U46 355 East Chicago Street Elgin, Illinois 60120

1375 W. BARTLETT ROAD

BARTLETT, IL 60103

IS

SU

ED

F

O R

B

ID

JJP

ROOF PLAN, DETAILS,

FASTENER SCHEDULE, AND

A4.1

GENERAL WORK NOTES

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AutoCAD SHX Text

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AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text n

AutoCAD SHX Text

AutoCAD SHX Text A4.1

AutoCAD SHX Text 2,3

AutoCAD SHX Text A4.1

AutoCAD SHX Text 2,3

AutoCAD SHX Text A4.1

AutoCAD SHX Text 2,3

AutoCAD SHX Text A4.1

AutoCAD SHX Text 2,3

AutoCAD SHX Text c

AutoCAD SHX Text c