2-Issued for Bid 250908 U46 SEHS Pool 2024.121.pdf

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LICENSED ARCHITECT'S CERTIFICATION OF PLANS AND

SPECIFICATIONS FOR NEW CONSTRUCTION

I hereby certify that these plans and specifications, dated SEPTEMBER 8TH, 2025, for SOUTH ELGIN HIGH SCHOOL POOL

RENOVATIONS, located at 760 E MAIN ST., SOUTH ELGIN, for SCHOOL DISTRICT U-46, were prepared under my supervision using the 23 ILLINOIS ADMINISTRATIVE CODE 180 and the 2015 INTERNATIONAL BUILDING CODE and to the best of my knowledge, comply with the Health/ Life Safety Code as prepared by the State Board of Education.

Architect's Firm:

Architect's Name:

License Number:

License Expiration:

Signature:

DLA Architects, Ltd.

CARRIE MATLOCK

001018535

NOV. 30, 2026

1. VERIFY ALL EXISTING CONDITIONS RELATED TO CONSTRUCTION COMPARED TO THE INFORMATION PROVIDED IN THE CONSTRUCTION DOCUMENTS. IF DISCREPANCIES OR CONFLICTS BETWEEN THE TWO ARE DISCOVERED, NOTIFY THE ARCHITECT FOR CLARIFICATION PRIOR TO SUBMITTING A BID AND/ OR

PERFORMING WORK.

2. COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES.

3. COORDINATE ALL TRADES PRIOR TO PERFORMING WORK INCLUDING BUT NOT LIMITED TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL.

4. OTHER WORK MAY BE PERFORMED UNDER A SEPARATE CONTRACT. COORDINATE WITH ALL OTHER CONTRACTED TRADES SO AS TO NOT INTERFERE WITH

THEIR WORK.

5. STORE MATERIALS IN A MANNER NOT TO OVERSTRESS, OVERLOAD, OR OTHERWISE PUT AN INAPPROPRIATE LOAD ON ANY STRUCTURE DURING

CONSTRUCTION.

6. SCHEDULE AND COORDINATE ALL SHUT-DOWNS OF EXISTING UTILITIES WITH THE OWNER PRIOR TO SHUT DOWN. PREPARE ALL NECESSARY WORK PRIOR TO

SHUT-DOWNS. IF AT ALL POSSIBLE, COMBINE UTILITY SHUT-DOWNS TO MINIMIZE THE IMPACT OF THE OWNER'S OPERATION OF EXISTING FACILITIES. SEE

SPECIFICATIONS FOR ANY FURTHER DETAILS.

7. LOCATE ALL MATERIALS, EQUIPMENT, TRUCKS, DUMPSTERS, AND CONSTRUCTION FACILITIES IN AREAS APPROVED BY OWNER. SPECIAL CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING BUILDING STRUCTURE, LANDSCAPING, AND PAVED AREAS. PROVIDE WOOD PLANK PROTECTION BELOW ALL DUMPSTERS AND OTHER HEAVY EQUIPMENT. ALL DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AT NO EXPENSE TO THE OWNER.

8. PROTECT OR SAFELY STORE ALL BUILDING AND SITE ELEMENTS THAT ARE SCHEDULED TO REMAIN OR BE REUSED TO AVOID DAMAGE DURING THE CONSTRUCTION PROCESS. DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AT NO EXPENSE TO THE OWNER.

9. REPAIR ALL AREAS DAMAGED FROM THE CONSTRUCTION WORK. PATCH AND/OR PROVIDE NEW FINISHES AT ALL DAMAGED AREAS WITH MATERIALS AND FINISHES TO MATCH THE EXISTING CONDITIONS. NEW MATERIALS AND FINISHES SHALL BE BROUGHT TO A STOPPING POINT TO MINIMIZE DETECTION OF

REPAIR, VERIFY LOCATIONS WITH ARCHITECT.

10. ALL WORK OUTLINED IN THE PROJECT SCOPE THAT EXTENDS INTO AREAS LABELED "NIC" SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK TO

INSURE A COMPLETE AND FULLY OPERATIONAL SYSTEM.

11. TAKE SPECIAL CARE NOT TO DAMAGE OR INTERRUPT THE EXISTING SERVICES INCLUDING, BUT NOT LIMITED TO, ELECTRICAL WIRING, PNEUMATIC CONTROL LINES, SOUND SYSTEM WIRING, FIRE ALARM WIRING, COMPUTER/NETWORK CABLING, AND TEMPERATURE CONTROLS. THESE ITEMS AND THE LIKE ARE FULLY OPERATIONAL. VERIFY THE CONDITION AND OPERATION OF EACH SYSTEM BEFORE, DURING, AND AFTER CONSTRUCTION. SYSTEMS DAMAGED DURING CONSTRUCTION SHALL BE PLACED BACK INTO SERVICE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. REFER TO THE MEP DRAWINGS FOR

FURTHER INFORMATION.

12. COORDINATE THE SIZE AND LOCATION OF ALL NEW DUCT OPENINGS AND PENETRATIONS IN WALLS AND FLOORS WITH MECHANICAL, PLUMBING, AND ELECTRICAL TRADES PRIOR TO PERFORMING WORK. PROVIDE ALL REQUIRED LINTELS FOR THESE OPENINGS ALONG WITH FIRESTOPPING AS REQUIRED BY

THE FIRE RATING OF THE WALL.

13. DO NOT SCALE THE DRAWINGS TO DETERMINE A DIMENSION.

14. ALL PLAN DIMENSIONS ARE SHOWN AND INDICATED WITH A NOMINAL WIDTH.

15. INTERIOR DIMENSIONS ARE FROM FINISH TO FINISH UNLESS SPECIFICALLY NOTED OTHERWISE. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF STUD OR

MASONRY UNLESS NOTED OTHERWISE.

16. DETAILS ARE TYPICAL AND ARE NOT TO BE CONSTRUED AS LIMITED TO THOSE AREAS SPECIFICALLY INDICATED. IF IN QUESTION, VERIFY APPLICATION WITH

ARCHITECT PRIOR TO SUBMITTING A BID AND/ OR PERFORMING WORK.

GENERAL NOTES

ROOM IDENTIFICATION TAG

DOOR IDENTIFICATION TAG

ELEVATION TAG

ROOM NAME

ROOM NUMBER

DOOR LOCATION

DOOR NUMBER

DRAWING NUMBER

SHEET NUMBER

TAG NOTE

DRAWING NUMBER

SHEET NUMBER

TAG NOTE

DRAWING NUMBER

SHEET NUMBER

101-1

SECTION TAG

DETAIL TAG

MATCH LINE

AREA B

AREA A

NOTE: ARROW FILL

REMOVED WHEN

USING THE BUILDING

SECTION TAG

A101

SIM

A101

SIM

ROOM

X

SIM

AX.X

SYMBOLS LEGEND

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

APPROX APPROXIMATE

AV AUDIO/VISUAL

B/ BOTTOM OF

BD BOARD

CJ CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

DS DOWNSPOUT

DWG(S) DRAWING(S)

EJ EXPANSION JOINT

ELEC ELECTRICAL

EQ EQUALLY SPACED

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXT EXTERIOR

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FRTW FIRE RETARDANT TREATED WOOD

FP FIRE PROTECTION

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GYP GYPSUM

HM HOLLOW METAL

INT INTERIOR

INFO INFORMATION

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MFR MANUFACTURE(R)

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OZ OUNCE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PS PROJECTION SCREEN

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

ABBREVIATIONS

QT QUARRY TILE

RCP REFLECTED CEILING PLAN

REQ'D REQUIRED

RTB RESILENT TACKBOARD

SCH SCHEDULE

SFRM SPRAY-APPLIED FIRE-

RESISTIVE MATERIALS

SIM SIMILAR

SOG SLAB ON GRADE

SPECS SPECIFICATIONS

STRUCT STRUCTURAL

T/ TOP OF

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

WP WORK POINT

W/ WITH

DEMOLITION KEYNOTE

ELEVATION KEYNOTE

DATUM TAG

WALL TYPE TAG

WALL FIRE RATING TAG

ELEVATION HEIGHT

XX

PROJECTOR UNIT -

SEE ELEC

MARKERBOARD

DISPLAY MONITOR

TACKBOARD

101 FLOOR PLAN KEYNOTE

PROJECTION SCREEN

1hr

PU

FIRE EXTINGUISHER

RECESSED FIRE

EXTINGUISHER CABINET

W/ FIRE EXTINGUISHER

AUTOMATIC EXTERNAL

DEFIBRILLATOR

RECESSED FIRE

EXTINGUISHER CABINET

W/ FIRE EXTINGUISHER

& FIRE BLANKET

COMBINATION UNIT

HANDICAP ACCESSIBLE

CEILING HEIGHT AND

TYPE TAG

BORROWED LIGHT TAG

AREA OF REFUGE

REVISION CLOUD

9'-0"

XXX-X

PS

BL-###

FINISH TAG

NORTH ARROW

DESCRIPTION:DATE:

DATE:

PROJECT #

SHEET:

SHEET TITLE:

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ISSUED FOR BID

SCHOOL DISTRICT U-46

SOUTH ELGIN HIGH SCHOOL

SOUTH ELGIN HIGH SCHOOL POOL RENOVATION

760 E MAIN ST., SOUTH ELGIN, IL 60177

G0.1

SEPTEMBER 08, 2025

2024.121

TITLE SHEET

IS

S U E D F

O R B

ID

INDEX OF DRAWINGS

G0.1 TITLE SHEET

ARCHITECTURAL - DLA ARCHITECTS, LTD 847.742.4063

AM.1 FIRST FLOOR MASTER PLAN

AD1.1 FIRST FLOOR DEMOLITION PLAN

A1.1 FIRST FLOOR PLAN

A7.1 ENLARGED FLOOR PLANS, INTERIOR ELEVATIONS, & DETAILS

A8.1 FIRST FLOOR REFLECTED CEILING PLAN

P1.1 FIRST FLOOR POOL PLUMBING PLAN

E1.1 FIRST FLOOR POOL ELECTRICAL PLAN

OVEN

OVEN

OVEN

OVEN

DF

DF

DF

DF DF DF

DF

DF

DF DF

DF

DF DF

DF

DF

DF

DF

DF

DF DF DF DF

DF

DF

DF

DF

DF

DF

UP

UP UP

UP

UP

UP

UP

UP

UP

UP

UP

SR

S R

SR

FB +

SR

S R

S R

SR

SRSRSR

S R

S R

SR SR

S R

S R

S R

S R

DF DF

SR

S R

S R

SR

S R

SR

S R

SR

S R

S R

S R

FB +

F

B

FB +

FB +

+ FB

F

B

FB +

F

B

FB +

F

B

F

B

FEC

FE

F E

C

FE

FEC

FEC

F E

C

F E

C

FEC

FECFBFEC FE

FE

F E

C

FEC

FE

F E

C

FEC FECAED

R F

E C

F E

C

F E

C

FE

F E

C

F E

C

FEC

F E

C

FE

F E

C

R F

E C

FEC

FE

F E

C

FEC

F E

C

FEC

F E

C F

E C

F E

C

F E

C

F E

C

FEC

FE

FE

AED

FEC

FEC

FEC

F E

C

FEC

F E

C

FEC

F E

C

FEC

FEC

FEC

FE

F E

C

FEC

F E

C

FEC

FEC

F E

C

FEC

F E

C

A E

D

FEC

F E

C

FEC

FEC

FEC

F E

C

FEC

F E

C

FEC

FEC

FEC

FE

FEC

X

X

X X

F E

C

FE

FEC

FEC FEC

FEC

F E

C

F E

C

FE

S ta rt in g P la tf o rm

S ta rt in g P la tf o rm

S ta rt in g P la tf o rm

S ta rt in g P la tf o rm

8 7 6

14 15 16 18 1917

4 3

25 26

MASTER PLAN LEGEND

APPROXIMATE AREA OF REMODELING - SEE FULL SET OF

ARCHITECTURAL AND PLUMBING DRAWINGS FOR FULL EXTENT OF WORK

XX EXTERIOR DOOR NUMBERS

DESCRIPTION:DATE:

DATE:

PROJECT #

SHEET:

SHEET TITLE:

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U -4

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IN

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AM.1

SEPTEMBER 08, 2025

2024.121

FIRST FLOOR

MASTER PLAN

IS

S U E D F

O R B

ID

1/32" = 1'-0"

FIRST FLOOR MASTER PLAN

DF DF DF DF

DF

UP

S R

S R

R F

E C

F E

C

F E

C

FE

GIRLS

LOCKER

G129

CORRIDOR

C-1

JANITOR

G131

LOCKERS/SHOWER

G127B

POOL OFFICE

G127A

LAUNDRY

G133

TOILET RM

G127C

CORRIDOR

C-2

BOYS LOCKER

G135

ATHLETIC

EQUIPMENT

G137

STORAGE

G127D

POOL FILTER

G127B

POOL

G127

D03D03

D01

D02

D02

D01

D03D03

D04

D10

D06

D06

D02

D02

D02

D02

D04D04

D04D04

D04 D04

D04

D04

D04 D04

D04

D11 D11

D05

D09

D07

D07

D07

D12

D12

D08

D08

D08

D08

D05

D05

D05

D08

D08

D08

D05

NO WORK AT POOL

GENERAL DEMOLITION PLAN NOTES

DEMOLITION PLAN LEGEND

EXISTING WALLS AND PARTITIONS TO REMAIN

EXISTING WALLS AND PARTITIONS TO BE REMOVED

EXISTING DOORS AND FRAMES TO REMAIN

EXISTING DOORS AND FRAMES TO BE REMOVED

1. SEE G SHEETS FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

2. FIELD VERIFY AND COORDINATE EXACT LOCATIONS AND EXTENT OF WALL, FLOOR

AND CEILING DEMOLITION AND PATCHING REQUIRED TO COMPLETE NEW WORK.

COORDINATE EXTENT OF DEMOLITION WORK REQUIRED WITH STRUCTURAL,

CIVIL, MEP AND FIRE PROTECTION DRAWINGS.

3. PROTECT FLOORS, WALLS, AND CEILINGS TO AVOID DAMAGE THROUGHOUT

CONSTRUCTION.

4. REMOVE ALL EXISTING MISCELLANEOUS WALL MOUNTED ITEMS (E.G. SHELVES,

MIRRORS, VISUAL DISPLAY BOARDS, ETC.) AND ASSOCIATED ANCHORS AND/OR

FASTENERS WHETHER OR NOT INDICATED ON THE PLANS AS REQUIRED TO

ACCOMMODATE NEW WORK. TURN OVER ITEMS TO OWNER. DISPOSE OF ANY

ITEMS NOT WANTED BY THE OWNER.

5. WHERE REQUIRED FOR PATCHING, NEW MASONRY TO BE TOOTHED IN TO MATCH

EXISTING ADJACENT MATERIALS AND COURSING.

6. PATCH FLOORS SMOOTH WHERE WALLS, CONCRETE PADS, OR OTHER FLOOR

MOUNTED ITEMS HAVE BEEN REMOVED. GRIND CONCRETE SUBFLOOR AND/OR

PROVIDE SELF-LEVELING UNDERLAYMENT AS REQUIRED TO MATCH ADJACENT

FLOOR ELEVATIONS. SEE SPECIFICATIONS.

7. ALL ITEMS INDICATED TO BE SALVAGED FOR REINSTALLATION SHALL BE STORED

ON-SITE IN A LOCATION DESIGNATED BY OWNER.

NOTE: DEMOLITION PLANS, LEGEND AND NOTES ARE COMPLIMENTARY TO EACH

OTHER. ALL DASHED ITEMS ARE TO BE REMOVED EVEN IF DEMOLITION KEYNOTE IS

NOT PRESENT.

AREA OF WORK

DESCRIPTION:DATE:

DATE:

PROJECT #

SHEET:

SHEET TITLE:

S C

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AD1.1

SEPTEMBER 08, 2025

2024.121

FIRST FLOOR

DEMOLITION PLAN

IS

S U E D F

O R B

ID

1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN

DEMOLITION PLAN KEYNOTES

D01 EXISTING GUTTER RETURN DUCT AND FACEPLATE TO REMAIN.

D02 REMOVE AND DISPOSE OF EXISTING STARTER BLOCKS FOR INSTALLATION

OF NEW ONES PURCHASED BY OWNER.

D03 EXISTING MOSAIC FLOOR TILE TO BE CLEANED AND PREPPED TO RECEIVE

NEW QUARTZ FLOORING. CONTRACTOR TO DIAMOND GRIND TILE FOR

ADHESION, PATCH IMPERFECTIONS AND TRANSITION TILE WITH CEMLACK

TM MORTAR, AND INSTALL ADDITIONAL PRIMER COAT OF RESUFLOR EOC @

3O MILS, 50 SF PER GALLON

D04 EXISTING FLOOR DRAIN COVER AND THROAT TO BE REMOVED AND

REPLACED

D05 TYPICAL AT ENTIRE PERMIETER. REMOVE 4"-6" OUT OF CERAMIC TILE FOR

FLUSH INSTALLATION OF NEW QUARTZ FLOORING SYSTEM

D06 EXISTING DIVING BOARD TO REMAIN

D07 EXISTING 2" X 2" CERAMIC TILE COVE BASE TO REMAIN AT ENTIRE

PERIMETER OF SWIMMING POOL EXCEPT FOR BUILT IN CONCRETE STEPS

AND RISERS.

D08 REMOVE EXISTING 2" X 2" CERAMIC TILE COVE BASE AND GRIND CONCRETE

SMOOTH AND PATCH AS REQUIRED FOR INSTALLATION OF NEW EPOXY

FLOORING SYSTEM TO RECEIVE NEW EPOXY FLOOR AT CONCRETE STEPS

AND RISERS.

D09 DISCONNECT AND REMOVE EXISTING WATER COOLER. REMOVE

ASSOCIATED SANITARY WASTE, VENT AND COLD WATER PIPING TO POINT

OF RECONNECTION WITH NEW.

D10 CAREFULLY REMOVE AND DISCARD OF EXISTING STAINLESS STEEL

BORROWED LITE

D11 EXISTING CONCRETE RISERS TO REMAIN. REMOVE ONLY EXISTING

ALUMINUM SEATING AND BRACKETS ANCHORED INTO IT

D12 EXISTING HANDRAILS TO BE REMOVED AND REPLACED WITH NEW

NOT TO SCALE

KEY PLAN

REFER TO NOTE D08

REFER TO NOTE D12

PHOTO OF EXISTING CONCRETE STEPS & BLEACHER SEATING

REFER TO NOTE D11

DF

DF DF DF DF

DF

UP

S R

S R

R F

E C

F E

C

F E

C

FE

GENERAL FLOOR PLAN NOTES

1. SEE G SHEETS FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS, TYPICAL

MARKERBOARD AND TACKBOARD INSTALLATION HEIGHTS AND MOUNTING

HEIGHTS OF BUILDING ELEMENTS AND EQUIPMENT CODE REFERENCE PLANS

AND FIRE RATED ASSEMBLY LOCATIONS.

2. ALL HINGE SIDE DOOR RETURNS TO BE 4" UNLESS NOTED OTHERWISE.

3. PATCH ALL AREAS DISTURBED BY CONSTRUCTION WHETHER OR NOT INDICATED

ON PLANS. PATCH OR PROVIDE NEW MATERIALS TO MATCH EXISTING ADJACENT

CONDITIONS. NEW MATERIALS AND FINISHES SHALL BE BROUGHT TO A

STOPPING POINT TO MINIMIZE DETECTION OF REPAIR.

4. PATCH ALL HOLES WHERE ITEMS HAVE BEEN REMOVED FROM WALLS. INFILL ALL

FORMER OPENINGS AFTER REMOVAL OF EXISTING DUCTS, PIPING, CONDUIT, ETC.

TO MATCH EXISTING ADJACENT CONSTRUCTION.

5. ALL ROOM NAMES AND NUMBERS INDICATED ON THE DRAWINGS ARE FOR

REFERENCE ONLY. VERIFY WITH ARCHITECT THE FINAL NAMES AND NUMBERS

TO BE USED FOR THE PROGRAMMING OF THE FIRE ALARM SYSTEM, BUILDING

AUTOMATION SYTEMS, TECHNOLOGY SYSTEMS, ETC.

6. CONTRACTOR RESPONSIBLE FOR PROTECTION OF ADJACENT SPACES FROM

CONSTRUCTION DUST & DEBRIS. CONTRACTOR TO TAKE CARE TO SECURE AND

PROTECT SPACES FOR DUST & DEBRIS WHILE DOORS ARE BEING REPLACED.

/2

100'-4 1/2"

A7.1

A7.1

G D

-1

G129-1

G135-1

G127A-1

GIRLS

LOCKER

G129

CORRIDOR

C-1

JANITOR

G131

LOCKERS/SHOWER

G127B

POOL OFFICE

G127A

LAUNDRY

G133

TOILET RM

G127C

CORRIDOR

C-2

BOYS LOCKER

G135

ATHLETIC

EQUIPMENT

G137

STORAGE

G127D

POOL FILTER

G127B

POOL

G127

A .1

A .1

B L -1

22'-1 1/2"

V.I.F.

+/- 78'-10"

NO WORK AT POOL

EL.: 0'-0" AT POOL GUTTER

EL.: 0'-0" AT

PERIMETER WALL

EL.: 0'-0" AT

PERIMETER

WALL

EL.: 0'-0"

AT POOL

GUTTER

DECK

SLOPE:

1.1"/10'

DECK SLOPE:

1.1"/10'

DECK SLOPE:

1.1"/10'

DECK

SLOPE:

1.1"/10'

EL.: 0'-0" AT

POOL GUTTER

EL.: 0'-0" AT

PERIMETER WALL

EL.: 0'-0" AT

PERIMETER WALL

EL.: 0'-0" AT POOL

GUTTER

G -2

DECK SLOPE:

1.1"/10'

DECK

SLOPE:

1.1"/10'

DECK

SLOPE:

1.1"/10'

108108

A1.1

22'-2" 22'-2"

G -4

25'-0" 25'-0"

12FT 6IN14FT 6IN8FT 11IN5FT 0IN4FT 0IN

N O

D

IV

IN

G

N O

D

IV

IN

G

F

T

IN

12FT-6IN14FT-6IN8FT-11IN5FT 0IN4FT 0IN

F

T

IN

F

T

IN

F

T

IN

AREA OF WORK

TYPE F3TYPE F1

2" 2"

SEE SCH SEE SCHEDULE

2" 2"

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

TYPE F2

SEE SCHEDULE

2" 2"

S E

E S

C H

E D

U L E

2"2"

EQEQ

"2

SCHEDULE

SEE

S E

E S

C H

E D

U L E

8" 8"

TYPE B

SCHEDULE

SEE

S E

E S

C H

E D

U L E

TYPE A

1. ALL DOORS TO BE 1 3/4" THICK UNLESS NOTED OTHERWISE.

2. ALL GLASS IN EXTERIOR AND INTERIOR VESTIBULE DOORS AND FRAMES TO BE 1"

THICK INSULATED TEMPERED GLASS UNLESS NOTED OTHERWISE.

3. UNLESS NOTED OTHERWISE, ALL GLASS IN INTERIOR NON-FIRE-RATED DOORS

AND FRAMES TO BE TEMPERED GLASS.

4. ALL GLASS IN INTERIOR RATED DOORS AND FRAMES TO BE UL FIRE-RATED GLASS

UNLESS NOTED OTHERWISE.

5. INSTALL GLAZING STOPS ON THE SECURE SIDE OF FRAME.

6. REFER TO SPECIFICATIONS FOR HARDWARE SETS.

TYPICAL MOUNTING HEIGHTS FOR DOOR HARDWARE

1. MORTISE OR CYLINDRICAL LOCKSETS: 38” FROM FINISH FLOOR TO CENTER OF

LEVER HANDLE.

2. PANIC EXIT DEVICE: 40” FROM FINISH FLOOR TO CENTER OF PUSH PAD.

3. DOOR PULL HANDLE: 42” FROM FINISH FLOOR TO CENTER OF PULL HANDLE.

4. DEADBOLT LOCK: 44” FROM FINISH FLOOR TO CENTER OF DEADBOLT.

5. PUSH PLATE: 44” FROM FINISH FLOOR TO CENTER OF PLATE.

6. PUSH BAR: 44” FINISH FLOOR TO CENTER OF BAR.

GENERAL DOOR & FRAME NOTES

TYPE BLF-1

SEE SCHEDULE

2" 2"2" 2" 2"

S E

E S

C H 2

S E

E S

C H

EQ EQ EQ EQ

SEE DOOR SCHEDULE

FOR DOOR TYPE

NEW ALUMINUM FRAME.

EXISTING STRUCTURAL

LINTEL TO REMAIN

EXISTING CMU WALL

CONSTRUCTION TO REMAIN

SEE PLAN

NEW ALUMINUM FRAME

SEE DOOR SCHEDULE FOR

DOOR TYPE

EXISTING CMU WALL

CONSTRUCTION TO REMAIN

ALUMINUM FRAMED SYSTEM -

SEE SPECS

CONT. SEALANT AND BACKER

ROD - TYP BOTH SIDES.

EXISTING CMU WALL

CONSTRUCTION TO REMAIN

SEALANT AND BACKER

ROD AT ENTIRE

PERIMETER OF FRAME -

TYP BOTH SIDES

ALUMINUM FRAMED

SYSTEM - SEE SPECS

SEE PLAN

EXISTING STRUCTURAL

LINTEL TO REMAIN

EXISTING CMU WALL

CONSTRUCTION TO REMAIN

6"

ALUMINUM PLANK SEAT.

COLOR: RED

METAL BRACKET ANCHORED

INTO EXISTING CMU WALL

FLOOR FINISH PLAN LEGEND

QUARTZ FLOORING - GREY

QUARTZ FLOORING - BLUE ACCENT

DESCRIPTION:DATE:

DATE:

PROJECT #

SHEET:

SHEET TITLE:

S C

H O

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FIRST FLOOR PLAN

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1/8" = 1'-0"

FIRST FLOOR PLAN

NOT TO SCALE

KEY PLAN

1/4" = 1'-0"

FRAME TYPES

1/4" = 1'-0"

DOOR TYPES

DOOR & FRAME SCHEDULE

DOOR #

FIRE

RATING

(HR)

DOOR FRAME DETAILS

REMARKSTYPE PANEL MTRL WIDTH HEIGHT TYPE MTRL WIDTH HEIGHT DEPTH HEAD JAMB SILL

A PAIR FRP/ALUM HYBRID 3' - 1" 7' - 2" F3 ALUM 0' - 0" 0' - 0" 5 3/4" 2/A1.1 3/A1.1

G127-2 A PAIR FRP/ALUM HYBRID 3' - 1" 7' - 2" F3 ALUM 6' - 8" 7' - 4" 5 3/4" 2/A1.1 3/A1.1

G127-4 B SGL FRP/ALUM HYBRID 3' - 0" 7' - 0" F3 ALUM 7' - 8" 7' - 2" 5 3/4" 2/A1.1 3/A1.1

G127A-1 B SGL FRP/ALUM HYBRID 3' - 0" 7' - 2" F1 ALUM 3' - 4" 7' - 4" 5 3/4" 2/A1.1 3/A1.1

G127D-1 A PAIR FRP/ALUM HYBRID 3' - 0" 7' - 0" F2 ALUM 6' - 4" 7' - 2" 5 3/4" 2/A1.1 3/A1.1

G129-1 A SGL FRP/ALUM HYBRID 3' - 0" 7' - 2" F1 ALUM 3' - 4" 7' - 4" 5 3/4" 2/A1.1 3/A1.1

G135-1 A SGL FRP/ALUM HYBRID 3' - 0" 7' - 2" F1 ALUM 3' - 4" 7' - 4" 5 3/4" 2/A1.1 3/A1.1

BORROWED LIGHT SCHEDULE

BL #

FRAME DETAILS

REMARKSTYPE MTRL WIDTH HEIGHT DEPTH

SILL

HEIGHT HEAD JAMB SILL

BL-1 BLF1 ALUM 12' - 8" 4' - 0" 0' - 5 3/4" 3' - 4" 4/A1.1 5/A1.1

1/4" = 1'-0"

BORROWED LIGHTS

1 1/2" = 1'-0"

HEAD DETAIL

1 1/2" = 1'-0"

JAMB DETAIL

1 1/2" = 1'-0"

JAMB DETAIL

1 1/2" = 1'-0"

HEAD DETAIL

7' - 2"

7' - 2"

6' - 6"

3' - 0"

1 1/2" = 1'-0"

DETAIL

FLOOR PLAN KEYNOTES

101 EXISTING METAL EDGE PLATE AT POOL PERIMETER TO REMAIN. PROTECT

AS REQUIRED

104 NEW WALL MOUNTED BENCH SEATING. NO BACKS.

105 REPLACE ALUMINUM SEATING WITH NEW ALUMINUM PLANK SEATING

MOUNTED TO CONCRETE RISERS. ALTERNATE # 01: PROVIDE PLASTIC

PLANK SEATING MOUNTED TO CONCRETE RISERS.

106 REPLACE EXISTING HANDRAIL WITH NEW 1 1/2" O.D. ALUMINUM HANDRAIL IN

THE SAME CONFIGURATION AS EXISTING.

107 FURNISH AND INSTALL NEW SCHLUTER TRIM PIECE AT EDGE BETWEEN

EXISTING FLOORING AND NEW QUARTZ FLOOR. SEE SPECS.

108 EXISTING DRAIN TO BE REPLACED WITH NEW COVER AND THROAT.

111 FURNISH AND INSTALL NEW WATER COOLER/BOTTLE FILLER WITH NEW

MOUNTING/HANGER BRACKETS AND HARDWARE. EXTEND AND CONNECT

EXISTING SANITARY WASTE, VENT AND COLD WATER PIPING TO NEW

WATER COOLER. SAWCUT WALL AND MODIFY EXISTING PIPING AS

REQUIRED FOR CONNECTIONS TO NEW WATER COOLER/BOTTLE FILLER.

PATCH AND PAINT TO MATCH EXISTING.

3' - 0" 7' - 2"

REMOVABLE MULLION

7' - 2"

7' - 2"

7' - 2"

7' - 4"

7' - 4"

7' - 4"

7' - 4"

7' - 4"F2

1. SEE G SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS AND

TYPICAL MOUNTING HEIGHTS OF PLUMBING FIXTURES AND TOILET ACCESSORIES.

2. ALL EXPOSED STRUCTURE CEILINGS INCLUDING CONDUITS SHALL BE PAINTED

PT-1, UNLESS NOTED OTHERWISE. EXPOSED DUCTWORK IN EXPOSED CEILING

SPACE REMAINS UNPAINTED.

GENERAL NOTES

PT-2

PT-3

PT-1

PAINT UNDERSIDE OF EXISTING PRECAST ROOF

DECK PANELS. ANY AND ALL ASSOCIATED

PIPING, CONDUIT, ETC. SEE SPECS

COORDINATE PAINTING OF NEW POOL

DEPTHS INDICATORS.

NEW PAINTED SCHOOL GRAPHICS. FILE

PROVIDED BY ARCHITECT

NEW PAINTED SCHOOL SLOGAN SIGN, GRAPHIC

EMBLEM, GRAPHIC FILE PROVIDED BY

ARCHITECT

NEW 'OASIS' BOTTLE FILLER DRINKING

FOUNTAIN

NEW FIXED BENCH SEATING. ANCHORED TO

WALL.

31'-7 1/2" 18'-11" 12'-9 1/2" 2'-10" 12'-0 1/2"2'-9"

4 0FT IN 5 0FT IN 8 11FT IN 12 6FT IN14 6FT IN

EXISTING RAILING TO BE REPLACED WITH NEW

PAINT UNDERSIDE OF EXISTING PRECAST ROOF DECK

PANELS. ANY AND ALL ASSOCIATED PIPING, CONDUIT,

ETC. SEE SPECS

QUARTZ FLOORING OVER EXISTING CONCRETE RISERS

BLEACHER SEATS ANCHORED TO CONCRETE STEPS

TO BE REPLACED

PT-3

PT-1

COORDINATE PAINTING OF NEW POOL DEPTHS

INDICATORS.

EXISTING DUCTWORK TO REMAIN UNPAINTED. PROTECT

AS REQUIRED DURING WORK.

EXISTING WALL PADDING TO BE PROTECTED FROM

DUST & DEBRIS IN PLACE BY CONTRACTOR.

12 6FT IN 14 6FT IN 8 11FT IN 5 0FT IN 4 0FT IN

PAINT UNDERSIDE OF EXISTING PRECAST ROOF DECK

PANELS. ANY AND ALL ASSOCIATED PIPING, CONDUIT,

ETC. SEE SPECS

EXISTING SCORE BOARD TO REMAIN. PROTECT AS

REQUIRED.

EXISTING DIVING BOARDS TO REMAIN

PT-2

PT-3

PT-1

COORDINATE PAINTING OF NEW POOL DEPTHS

INDICATORS.

EXISTING DUCTWORK TO REMAIN UNPAINTED. PROTECT

AS REQUIRED DURING WORK.

LOCATION FOR CONFERENCE FLAGS

NEW PAINTED LANE NUMBERS. FILE PROVIDED BY

ARCHITECT. COORDINATE FINAL LOCATION ARCHITECT

17'-4" 16'-10"

STARTING BLOCKS PROVIDED BY THE OWNER, TO BE

INSTALLED BY CONTRACTOR. TO BE CENTERED ON

EXISTING LANE LINES - CONTRACTOR TO VERIFY.

STARTING BLOCKS TO BE GROUNDED AND BONDED.

DASHED LINES REPRESENT INSTALLATION REFERENCE

POINT. CENTER LINE OF THE BOX SURROUNDING

NUMBER SHOULD BE ALIGNED TO CENTER LINE OF

STARTING BLOCK

13 0FT IN 13 0FT IN13 0FT IN

EXISTING WALL PADDING TO BE PROTECTED FROM

DUST & DEBRIS IN PLACE BY CONTRACTOR.

PAINT UNDERSIDE OF EXISTING PRECAST ROOF

DECK PANELS. ANY AND ALL ASSOCIATED PIPING,

CONDUIT, ETC. SEE SPECS

EXISTING DUCTWORK TO REMAIN UNPAINTED.

PROTECT AS REQUIRED DURING WORK.

PT-3

PT-1

COORDINATE PAINTING OF NEW POOL DEPTHS

INDICATORS.

EXISTING WALL REGISTERS TO REMAIN.

NEW DRINKING FOUNTAINS WITH BOTTLE FILLER

FUNCTION

M A

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4 0FT IN 4 0FT IN

FLOOR FINISH PLAN LEGEND

PT-1 SHERWIN WILLIAMS FIELD COLOR

PT-2 SHERWIN WILLIAMS ACCENT COLOR

PT-3 SHERWIN WILLIAMS ACCENT COLOR

XX-XX FINISH TAG

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ENLARGED FLOOR

PLANS, INTERIOR

ELEVATIONS, &

DETAILS

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1/8" = 1'-0"

INTERIOR ELEVATION

1/8" = 1'-0"

INTERIOR ELEVATION

1/8" = 1'-0"

INTERIOR ELEVATION

1/8" = 1'-0"

INTERIOR ELEVATION

1/2" = 1'-0"

STARTING PLATFORM DETAIL

POOL WALL TO CENTER : 2'- 0"

DISTANCE BETWEEN POSTS 20"

DIAMETER OF POSTS 2"

EXISTING ANCHOR MEASUREMENTS

CEILING HEIGHT IDENTIFICATION TAG

1. SEE G SHEETS FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

2. COORDINATE LOCATIONS OF SHOWN SUPPLY DIFFUSERS, RETURN GRILLES,

LIGHT FIXTURES AND ALL OTHER ELECTRICAL/ TECHNOLOGY DEVICES.

3. LOCATE ALL SPRINKLER HEADS IN THE CENTER OF CEILING TILES.

4. PROVIDE CONTROL JOINTS 20'-0" TO 25'-0" OC IN ALL GYP BD CEILINGS AND

SOFFITS. COORDINATE LOCATIONS WITH ARCHITECT IN FIELD, UNO.

5. ALL EXPOSED CEILINGS TO BE PAINTED (PT-XX), UNLESS NOTED OTHERWISE.

PAINT ALL STRUCTURE, DECKING, CONDUIT, DUCTWORK, AND ALL OTHER

ASSOCIATED CONSTRUCTION (PT-XX), UNLESS NOTED OTHERWISE. COORDINATE

WITH OWNER AND ARCHITECT FOR ANY ITEMS THAT SHALL NOT BE PAINTED.

6. PATCH/REPAINT EXISTING CEILING SYSTEMS AS REQUIRED TO ACCOMODATE NEW

CONSTRUCTION WHETHER OR NOT INDICATED ON PLANS.

7. PROVIDE FLOOR PROTECTION FOR ANY CONSTRUCTION RELATED ACTIVITIES

INCLUDING SCAFOLDING OR LIFTS FOR PAINTING OVERHEAD.

GENERAL REFLECTED CEILING PLAN NOTES

REFLECTED CEILING PLAN LEGEND

9'-0"

EXISTING SUSPENDED LIGHT FIXTURE TO REMAIN

PAINT FINISH IDENTIFICATION TAGPT-1

CEILING FINISH LEGEND

PAINT

WHITE (FIELD)

PT-1

GIRLS

LOCKER

G129

CORRIDOR

C-1

JANITOR

G131

LOCKERS/SHOWER

G127B

POOL OFFICE

G127A

LAUNDRY

G133

TOILET RM

G127C

BOYS LOCKER

G135

ATHLETIC

EQUIPMENT

G137

STORAGE

G127D

POOL FILTER

G131

POOL

G127

804804

PT-1

AREA OF WORK

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FIRST FLOOR

REFLECTED

CEILING PLAN

IS

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REFLECTED CEILING PLAN KEYNOTES

802 PAINT THE UNDERSIDE OF EXISTING EXPOSED CONCRETE DOUBLE TEE

CONSTRUCTION AND STRUCTURE. ANY AND ALL ASSOCIATED PIPING,

CONDUIT, ETC. SEE SPECS.

803 EXISTING ACOUSTICAL PANELS ON INSIDE FACE OF DOUBLE TEE PRECAST

ROOF DECK TO BE PROTECTED FROM DUST AND DEBRIS PRIOR TO

PAINTING.

804 EXISTING SUSPENDED LIGHT FIXTURES TO REMAIN. PROTECT AS REQUIRED

DURING PAINTING WORK

1/8" = 1'-0"

FIRST FLOOR REFLECTED CEILING PLAN

NOT TO SCALE

KEY PLAN

GIRLS

LOCKER

G129

CORRIDOR

C-1

JANITOR

G131

LOCKERS/SHOWER

G127B

POOL OFFICE

G127A

LAUNDRY

G133

TOILET RM

G127C

CORRIDOR

C-2

BOYS LOCKER

G135

ATHLETIC

EQUIPMENT

G137

STORAGE

G127D

POOL FILTER

G127B

NO WORK AT POOL

AREA OF WORK

DESCRIPTION:DATE:

DATE:

PROJECT #

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FIRST FLOOR

POOL PLUMBING

PLAN

ISSUED FOR BID

1/8" = 1'-0"1 FIRST FLOOR POOL PLUMBING PLAN

NOT TO SCALE

A1 - KEYPLAN

PLUMBING PLAN NOTES

DISCONNECT & REMOVE EXISTING WATER COOLER & RELATED APPURTENANCES. FURNISH & INSTALL NEW BI-LEVEL WATER COOLER/BOTTLE FILLER AT SAME LOCATION. EXTEND & CONNECT EXISTING SANITARY WASTE, VENT & CW PIPING TO NEW UNIT. SAW-CUT WALL AS REQUIRED. PATCH & PAINT TO MATCH EXISTING. SEE ARCHITECTURAL DRAWINGS FOR PATCHING & FINISHED INFORMATION.

NEW BI-LEVEL WATER COOLER/BOTTLE FILLER TO BE: OASIS MODEL PGV8FEBFSL-FVF VANDAL RESISTANT, LEAD FREE, BARRIER FREE WALL MOUNTED, VANDAL RESISTANT FRONT PUSH BUTTON TO ACTIVATE WATER COOLER, TOUCHLESS SENSOR BOTTLE FILLER, STAINLESS STEEL CONSTRUCTION, BASIN WITH INTEGRAL DRAIN GRID, VANDAL RESISTANT ANTI-MICROBIAL BUBBLER, 8.0 GPH COOLING OF 50°F WATER AT 90°F AMBIENT AIR, 120 VOLT, 60 HZ, 1 PH, 5.0 F.L.A., 500 WATTS. PROVIDE WITH CANE APRON AND ALL REQUIRED MOUNTING HARDWARE. FINISH & COLOR TO BE SELECTED BY ARCHITECT.

SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION & ELEVATION.

2 EXISTING SILLCOCK SHALL BE RELOCATED SOUTH OF NEW BI-LEVEL WATER COOLER/BOTTLE FILLER. VERIFY EXACT LOCATION IN FIELD. EXTEND EXISTING PIPING TO NEW LOCATION. SAW-CUT WALL. PATCH & PAINT TO MATCH EXISTING. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION & ELEVATION.

GIRLS

LOCKER

G129

CORRIDOR

C-1

JANITOR

G131

LOCKERS/SHOWER

G127B

POOL OFFICE

G127A

LAUNDRY

G133

TOILET RM

G127C

CORRIDOR

C-2

BOYS LOCKER

G135

ATHLETIC

EQUIPMENT

G137

STORAGE

G127D

POOL FILTER

G127B

NO WORK AT POOL

NEW

STARTING

BLOCKS

NEW

STARTING

BLOCKS

NEW

STARTING

BLOCKS

NEW

STARTING

BLOCKS

NEW

STARTING

BLOCKS

NEW

STARTING

BLOCKS

EXISTING DUPLEX

RECEPTACLE TO

BE REMOVED.

NEW GFI DUPLEX

RECEPTACLE TO BE

SURFACE MOUNTED WITHIN

WATER COOLER CABINET.

AREA OF WORK

DESCRIPTION:DATE:

DATE:

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FIRST FLOOR

POOL ELECTRICAL

PLAN

ISSUED FOR BID

1/8" = 1'-0"1 FIRST FLOOR POOL ELECTRICAL PLAN

NOT TO SCALE

A1 - KEYPLAN

ELECTRICAL PLAN NOTES: #

1. EXISTING WATER COOLER TO BE REMOVED BY OTHER. DISCONNECT AND REMOVE GFI

RECEPTACLE, BOX, CONDUIT AND WIRING BACK TO NEAREST UNAFFECTED JUNCTION

BOX. BYPASS CONDUIT AND WIRING TO KEEP REMAINING DEVICES OPERATIONAL. SAW

CUT WALL AS REQUIRED FOR REMOVAL OF BOX AND TO EXTEND CONDUIT AND WIRING

TO NEW RECEPTACLE LOCATION.

FURNISH AND INSTALL NEW 20 AMP RATED, GFI TYPE, WEATHER RESISTANT, DUPLEX

RECEPTACLE TYPICAL TO HUBBELL #GFTWRST20 SERIES, COLOR SELECTED BY

ARCHITECT FOR NEW WATER COOLER. COVERPLATE TO BE BRUSHED STAINLESS STEEL

0.302. RECEPTACLE TO BE MOUNTED WITHIN NEW WATER COOLER CABINET,

COORDINATE EXACT MOUNTING LOCATION OF RECEPTACLE IN THE FIELD WITH THE

PLUMBING CONTRACTOR. CONNECT TO EXISTING POWER CIRCUIT PREVIOUSLY SERVING

AREA. EXTEND CONDUIT AND WIRING AS REQUIRED FOR A COMPLETE INSTALLATION.

SAW CUT WALL AS REQUIRED TO FLUSH MOUNT RECEPTACLE BOX AND CONCEAL

CONDUIT IN WALL. PATCH AND PAINT WALL TO MATCH SURROUNDING AREA,

COORDINATE WITH THE ARCHITECT.

2. EXISTING STARTING BLOCKS TO BE REMOVED BY OTHER. PRIOR TO PERFORMING ANY

WORK, CONTRACTOR SHALL MEGGER TEST EXISTING GROUNDING SYSTEM TO ENSURE

IT IS FUNCTIONAL AND COMPLIES WITH POOL GROUNDING REQUIREMENTS PER NEC

ARTICLE 680. PROVIDE A WRITTEN REPORT OF SYSTEM CONDITION AND REPORT ANY

DEFICIENCIES IN THE SYSTEM.

AT NEW STARTING BLOCK LOCATION, SAW CUT AND EXCAVATE FLOOR SLAB AREA AS

NEEDED TO REACH EXISTING POOL GROUNDING SYSTEM. ALL NEW STARTING BLOCKS

TO BE BONDED TO THE EXISTING POOL GROUNDING SYSTEM. UTILIZE MINIMUM #8

COPPER BONDING WIRE AND CONNECT TO EXISTING GROUNDING SYSTEM. CLEAN OFF

EXISTING GROUNDING WIRE BELOW DECK AND REMOVE CORROSION PRIOR TO BONDING

COPPER WIRE WITH CADWELD OR OTHER UL APPROVED (IRREVERSIBLE) FITTING

SUITABLE FOR LOCATIONS IN CONCRETE POURS. ONCE COMPLETE, TEST NEW STARTING

BLOCK GROUNDING SYSTEM IN SAME WAY AS NOTED ABOVE. IF SYSTEM PASSES

GROUNDING TEST, CONTRACTOR SHALL TERMINATE GROUNDING WIRE ON NEW

STARTING BLOCK SYSTEM. STARTING BLOCK ANCHOR SYSTEM MAY INCLUDE AN IN-

FLOOR SLEEVE WITH GROUND LUG OR AN OUT OF SLAB MOUNTING SYSTEM WITH

GROUND LUG. TERMINATE PER STARTING BLOCK MANUFACTURER’S INSTALLATION

DIRECTIONS. ONCE COMPLETE, THE DISTURBED FLOOR AREA SHALL BE BACKFILLED,

COMPACTED AND INFILLED WITH CONCRETE TO MATCH EXISTING SURROUNDING

SURFACE AREA. COORDINATE ALL WORK WITH ARCHITECT PRIOR TO REPAIRING THE

FLOOR. FLOOR NEEDS TO BE LEVEL FOR INSTALLATION OF NEW STARTING BLOCK.

ENTIRE GROUNDING INSTALLATION SHALL COMPLY WITH NEC ARTICLE 680

REQUIREMENTS.

NOTES RE: EXISTING CONDITIONS:

1. VERIFY EXISTING CONDITIONS AND LOCATIONS IN FIELD PRIOR TO SUBMITTING PROPOSAL. FAILURE TO DO SO SHALL NOT RELIEVE

CONTRACTOR FROM PERFORMING THE WORK REQUIRED UNDER THIS CONTRACT.

2. MAKE NECESSARY MODIFICATIONS AND ADJUSTMENTS TO ALL ELECTRICAL ITEMS AND EQUIPMENT, BOTH NEW AND EXISTING, AS MAY BE

REQUIRED BY THESE ALTERATIONS AND ADDITIONS.

3. DISCONNECT AT SOURCE AND REMOVE EXISTING ELECTRICAL MATERIALS AND EQUIPMENT AND ALL OTHER ELECTRICAL ITEMS WHICH ARE RENDERED OBSOLETE BY THESE ALTERATIONS AND ADDITIONS. THESE ARE THE PROPERTY OF THE OWNER AND SHALL EITHER BE REMOVED FROM THE SITE OR RETURNED TO THE OWNER'S STOCK AT THE DISCRETION OF THE OWNER.

4. DISCONNECT, REMOVE AND RELOCATE EXISTING ELECTRICAL MATERIALS AND EQUIPMENT, AND ALL OTHER ELECTRICAL ITEMS WHICH INTERFERE OR ARE INTERFERED WITH, OBSTRUCT OR ARE OBSTRUCTED BY THESE LOCATIONS AS DIRECTED. RECONNECT SUCH ITEMS IN

PROPER OPERATING CONDITION AT NEW LOCATIONS.

5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE EXISTING BUILDING IN ELECTRICAL OPERATION AT ALL TIMES DURING THE ENTIRE CONSTRUCTION PERIOD. IF IT IS ABSOLUTELY NECESSARY TO SHUT DOWN THE FACILITY AT ANY TIME, THE CONTRACTOR SHALL CONSULT WITH THE OWNER AND MAKE ARRANGEMENTS TO DO SO AT THE OWNER'S CONVENIENCE. PRIOR NOTICE SHALL BE GIVEN.

6. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICTS AND DELAYS.

7. ALL CUTTING AND PATCHING AS REQUIRED FOR NEW WORK & ABANDONED DEVICES TO BE BY THE CONTRACTOR.

8. RADAR SCAN ALL FLOORS BEFORE CORING OR SAW CUTTING. NOTIFY G.C., OWNER AND ENGINEER OF FINDINGS AND IF NEW WORK WILL CONFLICT WITH ANY EXISTING CONDUIT OR PIPING THAT MAY HAVE BEEN DISCOVERED IN THE FLOOR SYSTEM. IF RADAR SCANS ARE NOT PERFORMED, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL REPAIR WORK NEEDED TO RETURN THE EXISTING SYSTEMS BACK TO AN OPERATIONAL CONDITION. REFER TO SPECIFICATION SECTION 260000 FOR ADDITIONAL INFORMATION.

9. WHERE EXISTING CONDUITS HAVE BEEN MADE OBSOLETE BY THESE ALTERATIONS AND ADDITIONS AND IT IS IMPRACTICAL TO REMOVE SAME, CONTRACTOR SHALL:

a. CUT CONDUITS OFF AT SLAB OR WALL LINE

b. CAP ALL OBSOLETE CONDUIT.

10. WHERE THE EXISTING WIRING & CONDUIT SERVING ANY EXISTING ELECTRICAL EQUIPMENT IN AREA OF EXISTING BUILDING NOT BE ALTERED IS INTERFERED WITH, CONTRACTOR SHALL REROUTE AND RECONNECT ALL SUCH CONDUIT & WIRING.

NOTES RE: INSPECTING EXISTING BUILDING:

1. THE CONTRACTORS SHALL VISIT AND INSPECT THE EXISTING BUILDING AND SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH ACTUAL JOB CONDITIONS BEFORE SIGNING CONTRACTS. NO EXTRAS WILL BE ALLOWED FOR WORK WHICH MIGHT HAVE BEEN REASONABLY FORESEEN BY

AN INSPECTION OF THESE PREMISES.

2. WHILE THE SIZE AND LOCATION OF NEW WORK AND EQUIPMENT IN THE EXISTING BUILDING HAS BEEN INDICATED ON THE DRAWINGS AS ACCURATELY AS POSSIBLE, CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID EXISTING DUCTS, PIPES, CONDUITS AND BEAMS NOT SHOWN ON PLANS. CONTRACTOR SHALL ADAPT HIS WORK TO MEET ALL ACTUAL CONDITIONS ON THE EXISTING PREMISES.

3. CONTRACTOR SHALL INSPECT THE PREMISES AND MAKE A DETAILED EXAMINATION OF ALL LOCATIONS WHERE NEW WORK IS TO BE INSTALLED

AND SHALL EXAMINE EXISTING PIPING, CONDUITS, STRUCTURAL SUPPORTING BEAMS, ETC.

4. CONTRACTOR AFTER INSPECTING THE PREMISES AND THE DRAWINGS SHALL CALL TO THE ATTENTION OF THE ARCHITECT ANY LACK OF ANY NECESSARY SPACE OR CLEARANCE REQUIRED BY THE VARIOUS EQUIPMENT BEFORE CONTRACT IS SIGNED. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE NEGLECTS TO DO SO.

NOTE:

ALL DEVICES SHOWN DOTTED, DASHED, OR INDICATED WITH A PLAN NOTE (INDICATING REMOVAL) ARE EXISTING TO BE REMOVED. ALL DEVICES SHOWN SOLID ARE EXISTING TO REMAIN. IF THE CONTRACTOR DEEMS IT NECESSARY FOR A DEVICE TO BE REMOVED, THEY SHALL COORDINATE IN

FIELD WITH THE ARCHITECT/ENGINEER FOR APPROVAL.

GENERAL ELECTRICAL DEMOLITION NOTES:

GROUNDING SPECIFICATION NOTES:

1. EQUIPOTENTIAL BONDING AND GROUNDING WORK SHALL BE COMPLETED BY A COMPANY

SPECIALIZING IN POOL BONDING AND GROUNDING: HARGER LIGHTNING & GROUNDING; HLP

SYSTEMS.

2. PROVIDE ALL CONNECTIONS AS REQUIRED IN THE 2014 NATIONAL ELECTRICAL CODE 680

AND 250.

3. PROVIDE COPPER BONDING CONNECTIONS OF #8 AWG COPPER BONDED TO ALL METAL

PARTS ON AND WITHIN 5' OF THE POOL EDGE (OR AS INDICATED) INCLUDING THE STARTING

BLOCKS, ETC... PROVIDE MULTIPLE CONNECTIONS TO CONCRETE REINFORCEMENT AS

INDICATED. ALL ELECTRICAL EQUIPMENT SERVING THE POOL SHALL BE PROPERLY

GROUNDED. REFER TO POOL DRAWINGS FOR ADDITIONAL BONDING CONNECTION

INFORMATION AND CONNECTION POINTS. VERIFY AND PROVIDE BONDING TIES TO

STRUCTURAL REBAR AS NECESSARY TO SATISFY CODE REQUIREMENTS OF 680.26B.

4. ALL GROUNDING AND BONDING CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC OR

UTILIZE IRREVERSIBLE COMPRESSION CONNECTORS.

5. COORDINATE WITH IDPH TO ALLOW FOR INSPECTIONS AT DIFFERENT POINTS AS DIRECTED

BY IDPH DURING CONSTRUCTION.

ALL POOL BONDING/GROUNDING TO COMPLY WITH NEC ARTICLE 680 REQUIREMENTS.

POOL BONDING/GROUNDING NOTES:

GROUNDING SPECIFICATION

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. All equipment must be UL listed and comply with UL 467.

2. All pool equipment must comply with NEC Article 680 requirements.

3. Grounding Conductors, Cables, Connectors, and Rods:

a. Apache Grounding/Erico Inc.

b. Boggs, Inc.

c. Chance/Hubbell.

d. Copperweld Corp.

e. Erico Inc.; Electrical Products Group.

f. Framatome Connectors/Burndy Electrical.

g. Harger Lightning Protection, Inc.

h. Ideal Industries, Inc.

i. ILSCO.

j. Kearney/Cooper Power Systems.

k. O-Z/Gedney Co.; a business of the EGS Electrical Group.

l. Raco, Inc.; Division of Hubbell.

m. Robbins Lightning, Inc.

n. Superior Grounding Systems, Inc.

o. Thomas & Betts, Electrical.

p. Thompson Lightning Protection.

B. Conductors:

1. Pool Bare Copper Conductors:

a. Solid Copper Conductors: ASTM B 3.

b. Minimum size 8AWG for pool equipment bonding.

2. Insulated Copper Conductors for power grounding system:

a. Manufacture:

1) US Wire & Cable

2) Southwire

3) General Cable.

4) Essex

5) Carol Cable

6) American Insulated Wire Corp.

b. Copper Conductors: Comply with NEMA WC 70, 98 percent conductivity.

c. Conductor Insulation: Comply with NEMA WC 70 for Types THHN/THWN-2, 75 deg C wet/90 deg C dry, minimum 600 V.

d. Color: Green insulation.

e. Minimum size 12AWG THWN/THHN insulated copper for power circuit grounding conductor.

C. Pool Connectors:

1. Comply with IEEE 837 and UL 467.

2. Listed and labeled by a nationally recognized testing laboratory acceptable to authorities having jurisdiction for applications in which used, and for specific types, sizes, and combinations of conductors and other items connected.

3. Pool Use: Bolted Connectors for Conductors: Copper or copper alloy with irreversible type connection and compatible with device connecting to.

4. Pool Use: Welded Connectors: Exothermic-welding kits of types recommended by kit manufacturer for materials being joined and installation conditions.

D. Power System Connectors:

1. Manufacture:

a. AFC Cable Systems, Inc.

b. AMP Incorporated/Tyco International.

c. Buchanan/Tyco.

d. FCI-Burndy.

e. Hubbell Power Systems, Inc.

f. Ideal Industries, Inc.

g. O-Z/Gedney; EGS Electrical Group LLC.

h. 3M; Electrical Products Division.

i. Thomas & Beits Corp.

j. Tyco Electronics Corp

2. Connectors for power/grounding wires shall be insulated:

a. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated.

b. Bolted or screwed mechanical pressure/connector block type (insulated).

c. Compression/crimped pressure type.

d. Twist-on pressure type plastic or nylon insulator cap with internal threaded core and spring insert.

E. Installation:

1. Bond all metallic elements within 5’-0” of pool water surface to pool grounding system.

2. All pool connections must be made and finished in a way to prevent corrosion.

3. Exothermic-Welded Connections: Comply with manufacturer's written instructions. Welds that are puffed up or that show convex surfaces indicating improper cleaning are not acceptable.

4. Test grounding system to comply with NEC Article 680 equipotential system. Make system corrections if excessive grounding resistance is detected.

a. Qualifications: An agency, with the experience and capability to conduct the testing indicated, that is a member company of the InterNational Electrical Testing Association or is a nationally recognized testing laboratory (NRTL) as defined by OSHA in 29 CFR 1910.7, and that is acceptable to authorities having jurisdiction

5. Repair all surfaces disturbed to match surrounding area.

F. Warranty:

1. Minimum of 2 years on all parts and labor.

1. PRIOR TO SUBMITTING THIS BID, THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND THOROUGHLY ACQUAINT THEMSELVES WITH ALL EXISTING CONDITIONS AND DETERMINE HOW THEY EFFECTIVELY WORK. THEY SHALL INCLUDE IN THIER BID ANY ALTERATION, RELOCATION, REROUTING, ETC... OF EXISTING FACILITIES, WIRING, CONDUIT, PANELBOARDS REQUIRED FOR INSTALLATION OF NEW WORK. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE GIVEN CONSIDERATION FOR ADDITIONAL COMPENSATION DUE TO THEIR NEGLECT TO COMPLY WITH FOREGOING

REQUIREMENTS.

2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CODES:

2015 INTERNATIONAL BUILDING CODE

2014 NATIONAL ELECTRICAL CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL FIRE CODE

ILLINOIS ACCESSIBILITY CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

IN ADDITION TO THE ABOVE, FOLLOW ALL LOCAL CODES AND AMENDMENTS, UTILITY COMPANY REQUIREMENTS AND ANY OTHER REQUIREMENTS APPLICABLE TO THIS JOB. ELECTRICAL

CONTRACTOR SHALL SUBMIT ANY REQUIRED DRAWINGS FOR APPROVAL TO ANY AGENCIES REQUIRING THEM AND OBTAIN NECESSARY PERMITS AT NO ADDITIONAL BID COSTS. ALL EQUIPMENT

SHALL BE NEMA STANDARDS AND SHALL BE U.L. LISTED.

3. THESE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY JUNCTION BOX, FITTING, ETC... REQUIRED.

4. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN THEIR BID ANY VARIANCES REQUIRED BY APPLICABLE CODES.

5. ALL ELECTRICAL WORK TO BE COORDINATED WITH THE OWNERS OPERATING SCHEDULE IN ORDER NOT TO DISRUPT SAME UNDER ANY CIRCUMSTANCES.

6. PROTECT EXISTING BUILDING STRUCTURE AND GROUNDS FROM ANY DAMAGE WHICH MAY OCCUR DURING INSTALLATION OF NEW WORK. ANY DAMAGE TO EXISTING FACILITIES WILL BE REPLACED OR RESTORED TO THE ORIGINAL CONDITION AND SATISFACTION OF THE WORK BY THE ARCHITECT.

7. PROTECT THE MATERIALS AND WORK OF OTHER TRADES FROM DAMAGE DURING INSTALLATION OF THE WORK. PAY PARTICULAR ATTENTION TO THE LIMITED SPACE AVAILABLE IN CERTAIN LOCATIONS OF THE PROJECT SO THAT EQUIPMENT MAY BE INSTALLED WITHOUT ANY INTERFERENCE.

8. ALL EXISTING SYSTEMS SHALL BE KEPT IN OPERATION THROUGHOUT THE CONSTRUCTION PERIOD AND SHUT DOWNS WILL ONLY BE PERMITTED WHICH HAVE BEEN REQUIRED IN WRITING TO THE

ARCHITECT/OWNER AND WILL NOT INTERFERE WITH NORMAL OPERATIONS.

9. ALL EQUIPMENT SHALL BE INSTALLED COMPLETE FURNISHING ANY REQUIRED DISCONNECTS, JUNCTION BOXES, ETC... FOR A COMPLETE AND WORKING INSTALLATION. ALL DEVICES SHALL BE U.L.

LISTED.

10. ELECTRICAL WORK SHALL BE WARRANTIED FOR BOTH MATERIALS AND LABOR FOR A PERIOD OF TWO (2) YEAR FROM DATE OF FINAL ACCEPTANCE. MANUFACTURER'S EQUIPMENT GUARANTEES OR WARRANTIES FOR PERIODS OF MORE THAN TWO (2) YEAR SHALL BE INCLUDED IN THE MAINTENANCE MANUALS.

11. VERIFY USE OF CONDUIT AND CONDUCTORS IN EXISTING AREAS BEING REMOVED. CAP AND ABANDON, REROUTE OR REPLACE AS REQUIRED.

12. REMOVE, REROUTE, RELOCATE OR EXTEND ALL ELECTRICAL WORK AS DIRECTED AND AS REQUIRED FOR CONSTRUCTION AND OPERATION OF ALL EXISTING AND NEW SYSTEMS.

13. PROVIDE ALL LABOR AND MATERIALS REQUIRED FOR COMPLETION OF THE WORK AS SHOWN. THIS INCLUDES WORK NOT SPECIFICALLY INDICATED BUT REASONABLY INFERRED FOR PROPER

COMPLETION OF THE WORK.

14. REMOVE RUBBISH AS FAST AS IT ACCUMULATES.

15. ALL CUTTING, DRILLING AND PATCHING SHALL BE DONE BY THIS CONTRACTOR. UNDER NO CIRCUMSTANCES SHALL STRUCTURAL WORK BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT.

16. UNLESS OTHERWISE SPECIFIED, THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT, WIRING AND DISCONNECTS FOR ALL ELECTRICALLY OPERATED EQUIPMENT INCLUDING

FINAL CONNECTIONS TO SAME.

17. ALL PANELBOARDS AND DISCONNECT SWITCHES SHALL BE LABELED BY USE OF ENGRAVED PLASTIC LAMINATED NAME PLATE.

18. ALL CONDUITS EXPOSED TO THE ELEMENTS, DAMP LOCATIONS, HAZARDOUS AREAS, DIRECT BURIED IN EARTH, SLAB ON GRADE OR FOR SERVICE ENTRANCE RACEWAYS SHALL BE RIGID GALVANIZED METAL OR INTERMEDIATE METAL CONDUIT. FOR ALL OTHER INTERIOR INSTALLATIONS, THIN WALL (EMT) CONDUIT SHALL BE USED. CONDUIT SHALL BE AS MANUFACTURED BY ALLIED, TRIANGLE OR REPUBLIC STEEL CORPORATION. MINIMUM SIZE 3/4"C.

19. CONTRACTOR SHALL INSTALL ALL EQUIPMENT, WIRE AND CABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL INSTALLATION DRAWINGS AND WIRING DIAGRAMS FROM THE EQUIPMENT MANUFACTURER. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR SHALL MAKE FINAL

CONNECTIONS AND TERMINATIONS.

20. PROTECT CONDUIT AND WIREWAY OPENINGS AGAINST THE ENTRANCE OF FOREIGN MATTER BY MEANS OF PLUGS OR CAPS, COVER FIXTURES MATERIALS, EQUIPMENT AND DEVICES FURNISHED OR INSTALLED UNDER THIS SECTION OR OTHERWISE PROTECT AGAINST DAMAGE FROM ANY CAUSE, BOTH BEFORE AND AFTER INSTALLATION. MATERIALS, EQUIPMENT OR DEVICES DAMAGED PRIOR TO FINAL ACCEPTANCE OF THEIR WORK SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR REPLACED.

21. CONTRACTOR SHALL TEST ALL CIRCUITS, EQUIPMENT, ETC... FOR POLARITY, GROUNDING CONTINUITY, GROUND FAULTS, SHORTS, ETC... PRIOR TO OPERATING ANY ELECTRICAL ITEMS OR EQUIPMENT. UPON INSTALLATION IN OPERATION, TEST FOR EACH PROPER FUNCTION, AND SHOW SYSTEMS AND EQUIPMENT TO BE FREE OF DEFECTS. RECORD AND DOCUMENT LOAD AMPERAGE AND TERMINAL VOLTAGE OF EACH PANELBOARD, MOTOR, ETC... WHERE APPLICABLE. FURNISH COPIES TO ARCHITECT.

22. WHERE EXISTING ELECTRICAL EQUIPMENT IS DESIGNATED TO BE REMOVED IT SHALL BE COMPLETELY REMOVED WITH ALL ASSOCIATED BOXES, SUPPORTS AND APPURTENANCES. WIRING AND CONDUIT SHALL BE REMOVED COMPLETELY BACK TO THE FIRST ITEM LEFT UNAFFECTED BY THE REMOVAL. CONDUIT WHICH IS BURIED OR OTHERWISE UNACCEPTABLE SHALL BE ABANDONED.

23. FIELD VERIFY EXISTING UTILITIES IN FLOOR BEFORE CORING/SAW CUTTING. FIREPROOF ALL CORES MADE AS REQUIRED. RADAR SCAN FLOORS IN LOCATIONS OF ALL UNDER FLOOR WORK.

24. WITH THE APPROVAL OF THE ARCHITECT/ENGINEER AND WITHOUT ADDITIONAL COST TO THE OWNER, MAKE MINOR MODIFICATIONS IN THE WORK, INCLUDING REROUTING AS REQUIRED BY INTERFERENCES WITH STRUCTURAL GENERAL AND WORK OF OTHER TRADES OR FOR THE PROPER EXECUTION OF THE WORK.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING RECEPTACLE CIRCUITS FROM WHICH EXISTING RECEPTACLES HAVE BEEN REMOVED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REROUTING AND RECONNECTION TO EXISTING CIRCUIT THE EXISTING RECEPTACLES WHICH ARE TO REMAIN.

GENERAL ELECTRICAL SPECIFICATION NOTES: