2508 LCSS Canopy Repair_V2 WP_FEB2026.pdf

COGDELL & MENDRALA ARCHITECTS, PC

LCSS CANOPY REPAIR

VOL. II - WALDO PAFFORD ELEMENTARY SCHOOL

ARCH. PROJECT NO. 2508

LIBERTY COUNTY SCHOOL SYSTEM

SAUSSY ENGINEERING

ARCHITECTS

OWNER

LIBERTY COUNTY SCHOOL SYSTEM

200 BRADWELL STREET, HINESVILLE, GA 31313

517 E CONGRESS ST. SAVANNAH, GEORGIA, 31401

912.234.6318

CONSULTANTS

400 JOHNNY MERCER BLVD. SUITE E SAVANNAH, GA 31410

912.898.8255

STRUCTURAL ENGINEERSSTRUCTURAL ENGINEERS

MEP ENGINEERSMEP ENGINEERS

SHEET

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

METHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101, SAVANNAH, GA 31401

912.963.1611

FACILITY NO. 689-0100

OWNER PROJECT NUMBER 2026-10

2550 W 15TH ST., HINESVILLE, GA 31313

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CONSTRUCTION DOCUMENTS

JANUARY 2026

T1.0

FEBRUARY 2026

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SHEET TITLE

SHEET

KEY PLAN

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

CogdellMendralaArchitects

N.T.S.

SCOPE OF WORK

WALDO PAFFORD

ELEMENTARY SCHOOL

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

OWNER NO:

FACILITY NO.: 689-0100

2550 W 15TH ST, HINESVILLE, GA 31313

SEAL

STRUCTURAL ENGINEERS

SAUSSY ENGINEERINGSAUSSY ENGINEERING

400 JOHNNY MERCER BLVD, SUITE E,

SAVANNAH, GA 31410

M.E.P. ENGINEERS

METHOD ENGINEERING GROUPMETHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101,

SAVANNAH, GA 31401

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G0.01

SHEET LIST

CONSTRUCTION

DOCUMENTS

MAB

JANUARY 2026

2026-10

LCSS CANOPY

REPAIR

LIBERTY COUNTY SCHOOL

SYSTEM

VOLUME II - WALDO

PAFFORD

ELEMENTARY

SCHOOL

VOLUME II SHEET LIST - GENERAL

Sheet

Number Sheet Name REV. DATE REV.

G0.01

SHEET LIST

G0.02

GENERAL PROJECT INFORMATION

VOLUME II SHEET LIST - ARCHITECTURAL

Sheet

Number Sheet Name REV. DATE REV.

A2.01

CANOPY FLOOR PLAN, REFLECTED CEILING PLAN, &

ROOF PLAN

A3.01

EXTERIOR ELEVATIONS

A3.11

BUILDING SECTIONS

A8.41

EXTERIOR DETAILS

VOLUME II SHEET LIST - DEMOLITION

Sheet

Number Sheet Name REV. DATE REV.

D2.01

DEMOLITION - FLOOR PLAN AND ROOF PLAN

REVISION SCHEDULE

NO DATE DESCRIPTION

VOLUME II SHEET LIST - STRUCTURAL

Sheet

Number Sheet Name REV. DATE REV.

S1.01 STRUCTURAL NOTES

A2 �A2 �A2

G

VOLUME II SHEET LIST - ELECTRICAL

Sheet

Number Sheet Name REV. DATE REV.

E1.01 ELECTRICAL PLAN

2026-18

DRAWING

TITLE TITLE OF DRAWING1

A0.1 1/8" = 1'-0"

100A

LOBBY

H100

A0.1 SHEET NO. WHERE

DWG NO.

SHEET NO. WHERE

ELEV. IS DRAWN

SHEET NO. WHERE

DRAWING NO.

SECT. LINESECT. IS DRAWN

SECT. IS DRAWN

DET. IS DRAWN

AREA

AROUND

DASHES

DETAILED

ROOM NAME

ROOM NO.

DOOR NO.

SHEET NO. WHERE

DWG NO.

DWG NO.

DWG NO.

CENTER LINE

DOOR TAG

EXTERIOR WALL TAG

SEE A0.03

MATCH LINE

BREAK LINE

REVISION TAG

DIMENSION

INDICATOR

X.X

16'-0"

BUILDING

SECTION

WALL

SECTION

PLAN OR

SECTION

DETAIL

ROOM TAG

EXTERIOR

ELEVATION

N O R T H

NORTH

ARROW

A0.1

A0.1

SECT. LINE

A0.1

S1

R1

FLOOR TAG

SEE A0.03

A0.1 A0.1

REVISION CLOUD

REVISION NUMBER

ROOF TAG

SEE A0.03

WINDOW TAG

SEE A8.X SERIES

C1

STOREFRONT TAG

SEE A8.X SERIES

CURTAIN WALL TAG

SEE A8.X SERIES

S1

W1

ROOF TYPE

FLOOR TYPE

EXTERIOR

WALL TYPE

VERTICAL HEIGHT

SPOT ELEVATION

MAIN LEVEL PLAN

0' - 0"

0' - 0"

TOILET & BATH

ACCESSORY TAG

TBA-1

KEYNOTE TAG 03 30 00.A CAST-IN-PLACE CONCRETE

SPECIFICATION SECTION

DESCRIPTION OF CONSTRUCTION

COMPONENT

CONSTRUCTION COMPONENT AS

LISTED IN LEGEND

PLAN NOTE TAG REFERS TO CORRESPONDING

NOTES ON SHEET

ELEV. IS DRAWN

SHEET NO. WHERE

DRAWING NO.INTERIOR

ELEVATION

A0.1 A0.1

INTERIOR PARTITION TAG

SEE A0.04

X.X.X INTERIOR

WALL TYPE

X.X

X X

REFERS TO CORRESPONDING

ITEM AS SCHEDULED

AIR CONDITION(ING)

ADMINISTRATION

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

APPROXIMATE(LY)

ARCHITECT(URAL)

AUTOMATIC

AUXILIARY

AUDIOVISUAL

BITUMINOUS

BUILDING LINE

BUILDING

BOTTOM OF STEEL

BOTTOM

CABINET

CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CONTROL JOINT

CENTER LINE

CEILING

CEILING HEIGHT

CLOSET

CLEAR(ANCE)

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONFERENCE

CONTINUE, CONTINUOUS

CORRIDOR

CUBIC FOOT

CUBIC YARD

DEMOLISH

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DIVISION

DOWN SPOUT

EAST

EACH

ELEVATION

ELECTRIC(AL)

ELEVATOR

EXPANSION JOINT

ENCLOSE(D)

EDGE OF SLAB

EQUAL

EQUIPMENT

ELECTRIC WATER COOLER

EXISTING

JT EXPANSION JOINT

EXTERIOR

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER ON

BRACKET

FIRE EXTINGUISHER CABINET

FACE TO FACE

FINISH FLOOR ELEVATION

FIRE HOSE CABINET

FINISHED FLOOR

FLOOR, FILLER

FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF SLAB

FACE OF WALL

FOOT, FEET

FOOTING

FURNISH, FURNITURE

GAGE

GALVANIZED

GENERAL CONTRACTOR

GYPSUM BOARD

GYPSUM PLASTER

HANDICAP

HEAVY DUTY

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

HEIGHT

HEATING, VENTILATION &

AIR CONDITIONING

INSIDE DIAMETER

INFORMATION

INCLUDE(D), (ING)

INSULATION

INTERIOR

JANITOR CLOSET

KITCHEN

KNOCKOUT

LABORATORY

LAMINATE

LAUNDRY

LAV LAVATORY

LF LINEAR FEET

LVR LOUVER

MAINTENANCE

MATERIAL

MAXIMUM

MECHANICAL

MEZZANINE

MANUFACTURING

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOISTURE RESISTANT

MOUNTED

MOUNTING

METAL

NORTH

NOT IN CONTRACT

NON-COMBUSTIBLE

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED,

CONTRACTOR INSTALLED

OWNER FURNISHED, OWNER

INSTALLED

OPTION(AL)

OPPOSITE

POUNDS PER CUBIC FEET

PLASTIC LAMINATE

POUNDS PER LINEAR FOOT

PLYWOOD

PANEL

PAIR

PREFABRICATED

PREFINISH

PARKING

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAINT, POST-TENSIONED,

PRE-TREATED

POLYVINYL CHLORIDE

(PLASTIC)

QUARTER

QUANTITY

RADIUS, RISER

REFLECTED CEILING PLAN,

REINFORCED CONCRETE

PIPE

ROOF DRAIN

REFRIGERATOR, REFERENCE

REQUIRED

ROOF LEADER

ROOM

ROUGH OPENING

RIGHT OF WAY

S SOUTH

SC SOLID CORE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STANDARD

STORAGE

SUSPENDED

SYSTEM

TREAD

TELEPHONE

TEMPORARY

TOP OF FINISH FLOOR

THICKNESS

THROUGH

TOP OF BEAM

TOP OF CONCRETE, TOP OF CURB

TOP OF FOOTING

TOP OF JOIST

TOP OF MASONRY

TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TREATED

TELEVISION

TYPICAL

UNDERWRITERS LABORATORIES

UNLESS NOTED OTHERWISE

VERTICAL

VESTIBULE

VERIFY IN FIELD

WEST, WIDE

WITH

WITHOUT

WATER CLOSET

WOOD

WORKING POINT, WATERPROOFING

WATER REPELLENT

WEIGHT

WALL TO WALL

WELDED WIRE FABRIC

YARD

A/C

ADMIN

AFF

ALT

ALUM

APPROX

ARCH

AUTO

AUX

AV

BITUM

BL

BLDG

BOS

BOT

CAB

CFCI

CJ

CL

CLG

CLG HT

CLO

CLR

CMU

COL

CONC

CONF

CONT

CORR

CU FT

CU YD

DEMO

DEPT

DET

DF

DIA

DIAG

DIM

DIV

DS

E

EA

EL

ELEC

ELEV

EJ

ENCL

EOS

EQ

EQUIP

EWC

EXIST

EXP JT

EXT

FD

FE

FEB

FEC

F/F

FF EL

FHC

FIN FLR

FLR

FOC

FOF

FOM

FOS

FOW

FT

FTG

FURN

GA

GALV

GC

GYP BD

GYP PLAS

HC

HD

HDWR

HDWD

HM

HORIZ

HT

HVAC

ID

INFO

INCL

INSUL

INT

JAN CLO

KIT

KO

LAB

LAM

LAU

LAV

LF

LVR

MAINT

MATL

MAX

MECH

MEZZ

MFG

MFR

MIN

MISC

MO

MR

MTD

MTG

MTL

N

NIC

NON

NOM

NTS

OC

OD

OFCI

OFOI

OPT

OPP

PCF

PLAM

PLF

PLYWD

PNL

PR

PREFAB

PREFIN

PRKG

PSF

PSI

PT

PVC

QTR

QTY

R

RCP

RD

REF

REQD

RL

RM

RO

ROW

S

SC

SD

SECT

SF

SIM

SPEC

SPKR

SQ

SS

STD

STOR

SUSP

SYS

T

TEL

TEMP

TFF

THK

THRU

TOB

TOC

TOF

TOJ

TOM

TOP

TOS

TOW

TRTD

TV

TYP

UL

UNO

VERT

VEST

VIF

W W/ W/O

WC

WD

WP

WR

WT

W/W

WWF

YD

EARTH/COMPACT FILL

POROUS FILL

CONCRETE

SAND, GYPSUM BOARD

MORTAR, PLASTER

CONCRETE MASONRY

ROUGH WOOD

WOOD BLOCKING

ASPHALT FILL

PLAN LEGEND

SECTION

BATT INSULATION

RIGID INSULATION

BRICK VENEER

STEEL/OTHER METALS

PLYWOOD

GYPSUM BOARD

ACOUSTICAL CLG. TILE

FINISH WOOD

EXISTING BUILDING

FOOTPRINT

ASPHALT

METAL STUD

PARTITION

CONCRETE MASONRY

PARTITION

EXISTING

CONSTRUCTION

CONSTRUCTION TO BE

REMOVED

PROJECT SCOPE AT WALDO PAFFORD ELEMENTARY SCHOOL CONSISTS OF

REPAIR/REPLACEMENT OF EXISTING CANOPIES THAT WERE DAMAGED BY

WIND STORMS, AND PROVIDING CANOPY LIGHTING AT NEW CANOPIES.

TYPICAL SLAB ON GRADE CONSTRUCTION

F103 30 00.BCAST-IN-PLACE CONCRETE SEE

STRUCT.

03 30 00.GWELDED WIRE MESH SEE STRUCT.

90% COMPACTED SUBGRADE

PROPERTY ADDRESS: WALDO PAFFORD

ELEMENTARY SCHOOL

2550 W 15TH ST.

HINESVILLE, GA 31313

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

APPLICABLE BUILDING CODES WITH GEORGIA AMENDMENTS:

(LIST IS NOT INCLUSIVE)

INTERNATIONAL BUILDING CODE, 2024 EDITION, WITH GEORGIA

AMENDMENTS (2026)

INTERNATIONAL FIRE CODE, 2024 EDITION, WITH GEORGIA

AMENDMENTS (2025)

INTERNATIONAL PLUMBING CODE, 2024 EDITION, WITH GEORGIA

AMENDMENTS (2026)

INTERNATIONAL MECHANICAL CODE, 2024 EDITION, WITH

GEORGIA AMENDMENTS (2026)

INTERNATIONAL FUEL GAS CODE, 2024 EDITION, WITH GEORGIA

AMENDMENTS (2026)

NATIONAL ELECTRICAL CODE, 2023 EDITION AND AMENDMENTS

(2026)

INTERNATIONAL ENERGY CONSERVATION CODE, 2015 EDITION,

WITH GEORGIA SUPPLEMENTS AND AMENDMENTS (2020), (2022),

(2023)

LIFE SAFETY CODE, NFPA 101, 2024 EDITION WITH GEORGIA

AMENDMENTS

NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE (2022) WITH

GA AMENDMENTS

NFPA 13 (2019) WITH GEORGIA AMENDMENTS (2020)

DOJ 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, WITH

GEORGIA ACCESSIBILITY CODE 120-3-20

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SHEET TITLE

SHEET

KEY PLAN

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

CogdellMendralaArchitects

N.T.S.

SCOPE OF WORK

WALDO PAFFORD

ELEMENTARY SCHOOL

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

OWNER NO:

FACILITY NO.: 689-0100

2550 W 15TH ST, HINESVILLE, GA 31313

SEAL

STRUCTURAL ENGINEERS

SAUSSY ENGINEERINGSAUSSY ENGINEERING

400 JOHNNY MERCER BLVD, SUITE E,

SAVANNAH, GA 31410

M.E.P. ENGINEERS

METHOD ENGINEERING GROUPMETHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101,

SAVANNAH, GA 31401

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As indicated

G0.02

GENERAL

PROJECT

INFORMATION

CONSTRUCTION

DOCUMENTS

MAB

JANUARY 2026

2026-10

LCSS CANOPY

REPAIR

LIBERTY COUNTY SCHOOL

SYSTEM

VOLUME II - WALDO

PAFFORD

ELEMENTARY

SCHOOL

GRAPHIC SYMBOLS

ABBREVIATIONS

MATERIAL LEGEND

PROJECT SUMMARY - VOLUME II

KEYNOTE LEGEND - MASTER

NO. NOTE

03 30 00.A CAST-IN-PLACE CONCRETE

03 30 00.B CAST-IN-PLACE CONCRETE SEE STRUCT.

03 30 00.G WELDED WIRE MESH SEE STRUCT.

03 30 00.P2 1/2" PEJ

03 48 16 PRECAST CONCRETE SPLASH BLOCKS

07 92 00 JOINT SEALANT

10 73 26 MANUF. WALKWAY COVERS

10 73 26.B1 MANUF. DRAINING COLUMN

10 73 26.F FLASHING

10 73 26.F1 FASCIA

10 73 26.H SUPPORT STRUT

32 93 00 MULCH

FLOOR TYPES

TAGDESCRIPTION FIRE RATING

REFERENCE

GENERAL INFORMATION - VOLUME IILOCATION MAP

SITE LOCATION

W 15

TH

ST

ELMA G MILES PKWY

TRUE NORTH

REVISION SCHEDULE

NO DATE DESCRIPTION

GENERAL NOTES

1 REFER TO SHEET G0.02 FOR SYMBOL LEGEND.

2 EXTERIOR CONCRETE SIDEWALKS/SURFACE SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER FOOT MINIMUM FOR A DISTANCE OF 8'-0" MINIMUM.

BEYOND 8'-0" THEY SHALL SLOPE AWAY FROM THE BUILDING AT 1/8" PER FOOT MINIMUM TO 1/2" PER FOOT MAXIMUM. REFER TO CIVIL DRAWINGS FOR

EXTENT OF SIDEWALKS AND SPOT ELEVATIONS.

3 REFER TO DRAWINGS FOR DIMENSIONS BETWEEN COLUMN GRID LINES COLUMN DIMENSIONS ARE TO CENTERLINE OF COLUMN U.N.O.

4 REFER TO PLANS AND/OR SECTIONS FOR SUBSYSTEM TYPE

5 ALL EXPOSED, UNFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

6 NEW FINISHES SHALL BE INSTALLED FLUSH WITH EXISTING FINISHES.

7 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR AND LIKE CONDITIONS, UNLESS NOTED OTHERWISE.

8 DEMOLITION PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 241, 2022 EDITION "STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS".

9 WHERE MATERIALS ARE REMOVE OR DEMOLISHED, INFILL AND/OR PATCH TO MATCH EXISTING ADJACENT FINISH AND/OR STRUCTURAL MEMBER.

10 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING DEMOLITION.

11 AT CONCRETE WALK REMOVAL WHERE NEW WALKS ARE TO BE INSTALLED, CUT SLABS TO THE NEAREST CONTROL JOINT. THIS APPLIES AT THE NEW

WALKS ONLY, NOT STRIP FOOTING SECTIONS.

12 CONTRACTOR TO CONSULT WITH ARCHITECT PRIOR TO REMOVAL OF ANY DAMAMAGED CONCRETE SECTIONS.

FOUNDATIONS:

1. FOUNDATION DESIGN IS BASED ON A MAXIMUM ALLOWABLE SOIL BEARING PRESSURE

OF 1500 PSF. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR SUBSURFACE

CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT FROM THOSE ASSUMED OR DESIGNED.

2. ALLOWABLE BEARING PRESSURE SHALL BE VERIFIED BY FIELD TESTING IN

ACCORDANCE WITH REQUIREMENTS OF THE PROJECT SPECIFICATIONS. A DYNAMIC

CONE PENETROMETER TEST (ASTM STP-399) SHALL BE PROVIDED AT EACH COLUMN

FOOTING EXCAVATION TO VERIFY AVAILABILITY OF THE DESIGN PRESSURE INDICATED.

3. ALL FOOTINGS AND SLABS SHALL BEAR ON SUBGRADE COMPACTED TO A MINIMUM 95%

ASTM D-1557. PROVIDE ONE COMPACTION TEST AT EACH COLUMN FOOTING EXCAVATION

TO VERIFY REQUIRED COMPACTION HAS BEEN OBTAINED.

4. NO FOOTINGS SHALL BEAR ON ROCK. UNDERCUT ROCK A MINIMUM OF 2 FEET BELOW

BOTTOM OF FOOTING AND REPLACE WITH STRUCTURAL FILL IN ACCORDANCE WITH

PROJECT SPECIFICATION REQUIREMENTS.

5. CONTRACTOR SHALL PROVIDE TEMPORARY DEWATERING AS REQUIRED TO INSTALL FOUNDATIONS.

ALL WATER SOFTENED SOILS IN FOUNDATION EXCAVATIONS SHALL BE REMOVED PRIOR TO

POURING CONCRETE. FILL OVER-EXCAVATED LIMITS WITH COMPACTED STRUCTURAL FILL OR

ADDITIONAL CONCRETE.

6. ALL BOTTOM REINFORCING IN FOOTINGS SHALL BE SUPPORTED ITH WHOLE CONCRETE BRICKS

OR PREFABRICATED ALL PLASTIC CHAIR SUPPORT AT MAXIMUM 48" O.C. BAR SUPPORTS

SHALL BE POSITIONED TO MAINTAIN NO LESS THAN 3" CLEAR TO BOTTOM OF LOWEST

REINFORCING BAR.

7. ALL FOOTING, PIER AND OTHER FOUNDATION TYPE REINFORCING SHALL BE TIED IN

PLACE PRIOR TO POURING CONCRETE.

CONCRETE:

1. UNLESS SPECIFIED OTHERWISE, CONCRETE COVER OVER REINFORCEMENT SHALL

CONFORM TO THE FOLLOWING:

A. ALL FOOTINGS AND OTHER CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH: 3"

B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BAR AND SMALLER: 1 1/2"

#6 BAR AND LARGER: 2"

2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS

NOTED OTHERWISE.

3. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED ON THE

STRUCTURAL DOCUMENTS, EXCEPT REINFORCING MARKED CONTINUOUS MAY BE SPLICED

AT LOCATIONS DETERMINED BY THE CONTRACTOR. SPLICES AT OTHER LOCATIONS

SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.

4. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS.

5. DEFECTIVE AREAS IN CONCRETE WORK INCLUDING, BUT NOT LIMITED TO,

HONEYCOMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.10" SHALL BE

REPAIRED BY THE CONTRACTOR. THE EXTENT OF THE DEFECTIVE AREA SHALL BE

DETERMINED BY THE STRUCTURAL ENGINEER.

6. NO REINFORCING SHALL BE CUT IN FIELD. ADDITIONAL REINFORCING AND THAT

QUANTITY OF REINFORCING OCCURRING AT OPENINGS SHALL BE PLACED EQUALLY

EACH SIDE OF OPENING AS DETAILED.

7. UNLESS NOTED OTHERWISE, DETAILING AND FABRICATION OF REINFORCING STEEL

SHALL FOLLOW CRSI "MANUAL OF STANDARD PRACTICE".

8. REINFORCING SHALL BE SUPPORTED IN FORMS AND SPACED WITH WIRE BAR SUPPORTS

ACCORDING TO CRSI "PLACING REINFORCING BARS", UNLESS NOTED OTHERWISE.

BASIS OF DESIGN:

A. GRAVITY LOADS UNIFORM CONCENTRATED

ROOF LIVE LOADS 20 PSF

B. SNOW LOADS (REFERENCE: ASCE 7-22)

GROUND SNOW LOAD, Pg = 7 PSF (FIGURE 7.2-1)

Ce = 0.90 (TERRAIN CATEGORY C) (TABLE 7.3-1)

Ct = 1.0 (TABLE 7.3-2)

C. RAIN LOADS (REFERENCE: ASCE 7-22)

60 MINUTE RAINFALL INTENSITY 4.15 IN/H (NOAA NATIONAL WEATHER SERVICE)

D. WIND LOADS (REFERENCE: ASCE 7-22)

BASIC WIND SPEED (3 SECOND GUST), V = 140 MPH (FIGURE 26.5-1B)

NOMINAL WIND SPEED, Vasd = 117 MPH

RISK CATEGORY = III (TABLE 1.5-1)

EXPOSURE CATEGORY = C (SECTION 26.7)

INTERNAL PRESSURE COEFFICIENTS: +0.18,-0.18 (TABLE 26.13-1)

(ENCLOSED BUILDING TYPE)

E. SEISMIC LOADS (REFERENCE: ASCE 7-22)

BUILDING RISK CATEGORY = III (TABLE 1.5-1)

0.2 SEC SPECTRAL RESPONSE ACCELERATION: Ss = 0.250

1.0 SEC SPECTRAL RESPONSE ACCELERATION: S1 = 0.140

SPECTRAL RESPONSE ACCELERATION: Sds = 0.210

SPECTRAL RESPONSE ACCELERATION: Sd1 = 0.140

SITE CLASSIFICATION = D (ASSUMED) (SECTION 11.4)

BASIC SEISMIC-FORCE-RESISTING SYSTEM

SEISMIC DESIGN CATEGORY = C (SECTION 11.6)

SEISMIC IMPORTANCE FACTOR = 1.25 (TABLE 1.5-2)

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE (SECTION 12.8)

SPECIAL STRUCTURAL INSPECTIONS:

A. SPECIAL INSPECTIONS

1. SPECIAL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PERFORMED ON THIS

PROJECT IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE

IBC 2024 BUILDING CODE AND ALL GEORGIA STATE ADMENDMENTS.

2. SPECIAL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN

AGENCY SELECTED BY THE DESIGN PROFESSIONAL WHICH MEETS ALL OF THE

REQUIREMENTS FOR APPROVAL INDICATED IN IBC 2024 SECTION 1704. SPECIAL

INSPECTORS SHALL BE QUALIFIED PERSONS WHO SHALL DEMONSTRATE COMPETENCE

FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION

REQUIRING SPECIAL INSPECTION.

3. THE CONTRACTOR SHALL COORDINATE THE INSPECTION SERVICES IN

ACCORDANCE WITH THE PROGRESS OF THE WORK. THE CONTRACTOR SHALL

PROVIDE SUFFICIENT NOTICE TO THE INSPECTOR TO ALLOW PROPER

SCHEDULING OF PERSONNEL.

4. THE COSTS OF THE SPECIAL INSPECTOR'S SERVICES SHALL BE THE RESPONSIBILITY

OF THE OWNER. COSTS OF INSPECTION SERVICES WHICH ARE EXEMPTED UNDER

CHAPTER 17 AND SPECIFIED IN THE PROJECT SPECIFICATIONS, SHALL BE

PAID FOR BY THE CONSTRUCTION MANAGER AT RISK.

B. REPORTS

1. SPECIAL INSPECTORS SHALL KEEP A RECORD OF ALL INSPECTIONS PERFORMED.

COPIES OF ALL INSPECTIONS SHALL BE FURNISHED TO THE DESIGN PROFESSIONAL

WITHIN 48 HOURS OF THE INSPECTION.

2. REPORTS SHALL INDICATE THAT THE WORK WAS PERFORMED AND CONSTRUCTED

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WORK WHICH DOES NOT

CONFORM TO THE CONTRACT DOCUMENTS SHALL BE IDENTIFIED IN THE REPORT

AND SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR.

3. INTERIM REPORTS OF INSPECTIONS DOCUMENTING REQUIRED SPECIAL

INSPECTIONS INCLUDING ANY DISCREPANCIES NOTED IN THE INSPECTIONS

SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL PRIOR TO COMPLETION

OF THE STRUCTURAL SYSTEMS BUT AT A FREQUENCY NOT TO EXCEED 60 DAYS.

IF ITEMS IN THE SPECIAL INSPECTION SCHEDULE ARE NOT COMPLETED WHEN

REQUIRED OR, IN THE OPINION OF THE SPECIAL INSPECTOR ARE FOUND TO BE

NOT APPLICABLE, THE DESIGN PROFFESIONAL SHOULD BE NOTIFIED

IMMEDIATELY TO DISCUSS/RESOLVE SAID ISSUES. THE CONTRACTOR MUST

NOT WAIT UNTIL ISSUANCE OF THE FINAL REPORT TO BRING THIS TO THE

ATTENTION OF THE DESIGN PROFESSIONAL.

C. REQUIRED SPECIAL INSPECTIONS

IBC SPECIAL INSPECTION REQUIRED

SECTION DESCRIPTION OF WORK YES NO REMARKS

1704.2.5 INSPECTION OF FABRICATORS

1705.2 STEEL CONSTRUCTION

1705.3 CONCRETE CONSTRUCTION

1705.4 MASONRY CONSTRUCTION

1705.5 WOOD CONSTRUCTION

1705.6 SOILS

1705.7 DRIVEN DEEP FOUNDATIONS

1705.8 CAST-IN-PLACE DEEP FOUNDATIONS

1705.9 HELICAL PILE FOUNDATIONS

1705.10 DEEP FOUNDATION ELEMENTS

1705.11 FABRICATED ITEMS

1705.12 WIND RESISTANCE

1705.13 SEISMIC REISTANCE

1705.14 TESTING AND QUALIFICATION FOR

SEISMIC RESISTANCE

1705.15 SPRAYED FIRE-RESISTANT MATERIALS

1705.16 MASTIC AND INTUMESCENT FIRE-

RESISTANT COATINGS

1705.17 EXTERIOR INSULATION AND FINISH

SYSTEM (EIFS)

1705.18 FIRE-RESISTANT PENETRATIONS

AND JOINTS

1705.19 SPECIAL INSPECTION FOR

SMOKE CONTROL

1705.20 MASS TIMBER

X

X

X

X

X

X

X

X

X

X

X

X

X

SPECIAL STRUCTURAL INSPECTIONS (CONT.):

REMARKS:

1. CONCRETE SPECIAL INSPECTION:

CONTINUOUS AND PERIODIC INSPECTIONS, AS DEFINED BY SECTION 202 OF

THE IBC 2024 BUILDING CODE, SHALL BE PERFORMED BY THE SPECIAL INSPECTION

AGENCY IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1705.3 AND TABLE

1705.3 INCLUDING ALL GEORGIA STATE AMMENDMENTS.

2. SOILS SPECIAL INSPECTION:

INSPECTION OF THE EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND

LOAD BEARING REQUIREMENTS SHALL BE PERFORMED BY THE SPECIAL

INSPECTION AGENCY IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION

1705.6 AND TABLE 1705.6.

PRE-ENGINEERED CANOPIES:

1. COORDINATE ALL CANOPY CONFIGURATIONS WITH ARCHITECTURAL DRAWINGS. ALL CANOPIES

SHALL BE DELEGATED DESIGNS AND SUBMITTALS SHALL INCLUDE SHOP DRAWINGS AND

CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE

STATE OF GEORGIA.

2. SEE ARCHITECTURAL DOCUMENTS FOR MISCELLANEOUS METAL COMPONENTS NOT INCLUDED IN THE

STRUCTURAL DRAWINGS.

3. MATERIALS, FABRICATION AND CONSTRUCTION SHALL CONFORM TO IBC 2024.

4. THERE SHALL BE NO FIELD CUTTING OF MEMBERS FOR WORK OF OTHER TRADES WITHOUT

THE PRIOR WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL.

5. WELDING OF ALUMINUM SHALL BE IN CONFORMANCE TO THE ALUMINUM DESIGN MANUAL AND

PERFORMED BY WELDERS CERTIFIED PER AWS D1.2 "STRUCTURAL WELDING CODE-ALUMINUM".

ALUMINUM PRESSURE VESSELS AND FLUID-CARRYING PIPE LINES ARE NOT MISCELLANEOUS

METALS.

6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATION WITH THEIR APPROVAL STAMP

TO THE DESIGN PROFESSIONAL FOR REVIEW PRIOR TO FABRICATION AND CONSTRUCTION.

COMPLETE DETAILING OF SHOP AND FIELD WELDING USING AMERICAN WELDING SOCIETY SYMBOLS

SHALL BE SHOWN ON THE SHOP DRAWINGS. INCLUDE PLANS, ELEVATIONS, SECTIONS,

DETAILS, MATERIAL SPECIFICATIONS AND ATTACHMENTS TO OTHER WORK. ATTACHMENTS TO

OTHER WORK SHALL BE FULLY DETAILED FOR ALL CONDITIONS AND CONFIGURATIONS OF

EVERY CONNECTION.

7. ALL SHOP DRAWINGS AND CALCULATIONS ARE TO BE PREPARED, SIGNED, AND SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF GEORGIA. DESIGN CALCULATIONS

SHALL ALSO INCLUDE CALCULATIONS FOR EACH CONNECTION CONDITION AND CONFIGURATION.

TO OTHER WORK INCLUDING SHOWING DESIGN FORCES APPLIED TO OTHER WORK.

8. SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS.

Not Valid Unless Signed

IRG

ED

TSIG ER

A

R

E G

No. 000432

E

O

I

,YN ER

SUSR A

G ENI

S

W H

T

U

N

STRUCTURAL

E

E

I I

SAUSSY ENGINEERING

400 Johnny Mercer Boulevard Suite E

P.O. Box 30597 Savannah, Georgia 31410

Phone: (912) 898-8255 Fax: (912) 898-1882

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SHEET TITLE

SHEET

KEY PLAN

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

Cogdell Mendrala Architects

N.T.S.

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

OWNER NO:

FACILITY NO.:

SEAL

STRUCTURAL ENGINEERS

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD, SUITE E,

SAVANNAH, GA 31410

LCSS CANOPY

REPAIR

VOLUME II - WALDO

PAFFORD

ELEMENTARY

SCHOOL

2550 W 15TH ST, HINESVILLE, GA 31313

PROJECT NO.

689-0100

SCOPE OF WORK

WALDO PAFFORD

ELEMENTARY SCHOOL

M.E.P. ENGINEERS

METHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101,

SAVANNAH, GA 31401

/1

/2

:2

:5

A

M F

J O

B S

\O

T H

E R

S \2

-L ib e rt y C o S c h o o ls

C a n o p y R e p a ir s \1

-R e v it \2

L ib e rt y C o C a n o p y R e p a ir s S

T R

U C

R

.r v t

1 : 1

S1.0

STRUCTURAL

NOTES

DESIGN

DEVELOPMENT

LIBERTY COUNTY SCHOOL

SYSTEM

JANUARY 2026

2026-10

JCG

25084

STRUCTURAL NOTES

REVISION SCHEDULE

NO DATE DESCRIPTION

E - 1E - 1 E - 1E - 1E - 1E - 1

E - 1 E - 1 E - 1 E - 1 E - 1E - 1

E - 2

EY1 EY2 EY3 EY4 EY5 EY6

EX2

EX1

CANOPY COVER WAS

COMPLETELY DESTROYED

THIS AREA

V.I.F.

9' - 1"

V.I.F.

8' - 1"

V.I.F.

8' - 8 1/2"

V.I.F.

8' - 6"

V.I.F.

8' - 4 1/2"

V.I.F.

4' - 2"

6' - 0" V.I.F.

4' - 0"

V.

I.F

8"

V.

I.F

1'

- 1 0"

V.

I.F

7'

- 0

V.

I.F

1'

- 1 0"

E - 1E - 1 E - 1

E - 3

EY1 EY2 EY3 EY4 EY5 EY6

EX2

EX1

CANOPY COVER WAS

COMPLETELY DESTROYED

THIS AREA

E - 1E - 1 E - 1

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING BUILDING FOOTPRINT

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SHEET TITLE

SHEET

KEY PLAN

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

CogdellMendralaArchitects

N.T.S.

SCOPE OF WORK

WALDO PAFFORD

ELEMENTARY SCHOOL

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

OWNER NO:

FACILITY NO.: 689-0100

2550 W 15TH ST, HINESVILLE, GA 31313

SEAL

STRUCTURAL ENGINEERS

SAUSSY ENGINEERINGSAUSSY ENGINEERING

400 JOHNNY MERCER BLVD, SUITE E,

SAVANNAH, GA 31410

M.E.P. ENGINEERS

METHOD ENGINEERING GROUPMETHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101,

SAVANNAH, GA 31401

1/

/2

3:

:3

PM

Au to de sk

D oc s:

//2

LC

SS

C an op y R ep ai r/2

8_

LC

SS

C an op y R ep ai r_ C

EN

TR

AL

.rv t

As indicated

D2.01

DEMOLITION -

FLOOR PLAN AND

ROOF PLAN

CONSTRUCTION

DOCUMENTS

MAB

JANUARY 2026

2026-10

LCSS CANOPY

REPAIR

LIBERTY COUNTY SCHOOL

SYSTEM

VOLUME II - WALDO

PAFFORD

ELEMENTARY

SCHOOL

1/4" = 1'-0"D2.01

WALDO PAFFORD - DEMOLITION FLOOR PLAN1

1/4" = 1'-0"D2.01

WALDO PAFFORD - DEMOLITION ROOF PLAN2

GENERAL DEMOLITION NOTES

1 DEMOLITION PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 241, 2022 EDITION "STANDARD FOR SAFEGUARDING

CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS".

2 REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC DEMOLITION OF ELEC EQUIPMENT AND FIXTURES. ELEC DEMOLITION SHOWN ON THE

ARCHITECTURAL DRAWINGS IS GENERAL.

3 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR AND LIKE CONDITIONS.

4 ANY EQUIPMENT REMOVED FOR RE-INSTALLATION SHALL BE PROTECTED AND STORED BY THE CONTRACTOR.

5 REMOVE AND REPLACE PORTION(S) OF CONCRETE SLAB AS REQUIRED TO INSTALL FOOTINGS AND/OR MATERIAL BELOW.

6 NOTES AND NUMBER SEQUENCING SHOWN APPLY TO THIS SHEET ONLY.

7 DISCOVERY OF ASBESTOS: ALL MATERIALS KNOWN TO CONTAIN ASBESTOS AND THAT WILL BE IMPACTED BY DEMOLITION AND CONSTRUCTION

ACTIVITIES INCLUDED IN THE PROJECT SCOPE OF WORK HAVE BEEN REMOVED. IN EVENT CONCEALED CONDITIONS ARE ENCOUNTERED, NOTIFY THE ARCHITECT PRIOR TO PROCEEDING FURTHER WITH WORK.

8 PRIOR TO REMOVAL, COORDINATE WITH OWNER ALL MATERIAL TO BE TURNED OVER TO THE SCHOOL OR MAINTENANCE DEPARTMENT.

9 WHERE MATERIALS ARE REMOVED OR DEMOLISHED, INFILLL OR PATCH TO MATCH EXISTING ADJACENT FINISH AND/OR STRUCTURAL MEMBER.

10 ALL RENOVATION WORK IS TO BE PERFORMED IN COMPLIANCE WITH IFC 2024, SECTION 3304.2 WASTE DISPOSAL. ALL COMBUSTIBLE DEBRIS

AND WASTE MATERIAL SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH SHIFT OF WORK.

11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ERECTION OF ALL SHORING NECESSARY TO SAFEGUARD THE EXISTING

STRUCTURE. ANY SHORING SHOWN HEREIN IS A PARTIAL AND SCHEMATIC REPRESENTATION OF THE REQUIRED. THE CONTRACTOR SHALL SUBMIT A DETAILED PLAN FOR SHORING, BRACING, AND PROTECTION OF THE EXISTING CONSTRUCTION. THIS PLAN SHALL INCLUDE A CONSTRUCTION SEQUENCE AND SHALL BEAR THE DEAL OF THE PROFFESIONAL ENGINEER REGISTERED IN THE STATE OF GEORGIA AND SHALL BE SUBMITTED TO THE ARCHITECT/EGINEER FOR REVIEW PRIOR TO THE BEGINNING OF THE WORK.

12 THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATION, ETC., NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL FIELD MEASUREMENTS NECESSARY FOR THE COMPLETE DETAILING, FABIRCATION, AND ERECTION OF ALL STRUCTURAL MEMBERS. ANY DISCREPANCY NOTED BETWEEN ASSUMPTIONS MADE ON THE DRAWINGS OF EXISTING FREATURES AND THE ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ALL DIMENSIONS OBTAINED IN FIELD AND USED AS A BASIS OF DETAILING SHALL BE CLEARLY INDICATED ON THE SHOP

DRAWINGS.

DEMOLITION LEGEND DEMO NOTES - EXTERIOR

E-1 REMOVE EXISITING COLUMNS AS INDICATED. CUT COLUMN FLUSH WITH

TOP OF FOOTING. EXISTING FOOTING TO BE ABANDONED IN PLACE

E-2 REMOVE EXISITING SIDEWALK TO EXTENT SHOWN.

E-3 REMOVE EXISTING PORTION OF CANOPY TO EXTENT SHOWN.

REVISION SCHEDULE

NO DATE DESCRIPTION

AL

IGN

A3.11

A3.01

A3.01

A3.01 � 3

2' - 1" 12' - 0" 8' - 8" 8' - 8" 8' - 8" 8' - 11"

V.

I.F

7'

- 0

8"

V.I.F.

10' - 0" 4' - 1"

1' - 2" 2' - 11" 5' - 2" 3' - 6" 5' - 2 1/2" 3' - 5 1/2" 5' - 0 1/2" 3' - 7 1/2" 4' - 9" 4' - 2"

1 4

10 73 26.B1 MANUF. DRAINING COLUMN

TYP.

C J

C J

C J

Y1

X2

X1

M U

LC

H

3'

0"

M U

LC

H

3'

0"

EY2 EY3 EY4 EY5 EY6Y2 Y3 Y4 Y5

32 93 00 MULCH

03 48 16 PRECAST CONCRETE SPLASH BLOCKS

03 30 00.A CAST-IN-PLACE CONCRETE

A3.11

�A3.01

A3.01

A3.01 � 3

49' - 5 1/8"

8 1 /2"

10 73 26 MANUF. WALKWAY COVERS

Y1 EY2 EY3 EY4 EY5 EY6

X2

X1

Y2 Y3 Y4 Y5

CONTINUOUS CHANNEL RACEWAY

BY CANOPY MANUF.

SEE ELECTRICAL FOR DETAILS.

10 73 26 MANUF. WALKWAY COVERS

8' - 9"

B.O. CANOPY BEAMS

5' - 10" 5' - 10" 4' - 2" 4' - 2" 4' - 2 1/2" 4' - 2 1/2"

LIGHTING FIXTURE.

CENTERED IN BAY.

COORDINATE WITH

ELECTRICAL. TYP.

NEW PRE-ENGINEERED PRE-FINISHED ALUM. CANOPY WITH DRAINING COLUMNS - REFER TO

SHEET A8.41 FOR DETAILS.

NEW CONCRETE WALK TO MATCH EXISTING WIDTH.

FINISH FLUSH TO EXISTING CONCRETE CURB. SEE SLAB DETAILS REFER TO WALKWAY JOINT

LEGEND.

PROVIDE CLEAN ROUGH GRADING ± 6" TYP. REPAIR GRASSING/GROUND COVER AS REQUIRED.

PATCH / REPAIR EXISTING ASPHALT PAVING IF DAMAGED DURING INSTALLATION OF NEW

HARDSCAPE.

EXISTING BUILDING FOOTPRINT

NEW MULCH

CJ CMU CONTROL JOINT (3/8" TYP.)

A3.11

A3.01

A3.01

A3.01 � 3

C J

C J

C J

6' - 0" V.I.F.

4' - 0"

0"

2 3

NEW BROOM FINISH

CONCRETE SLAB W/

CONTROL JOINTS AS

INDICATED.

A8.41

A8.41

A8.41

3'

- 0

7'

- 0

3'

- 0

A8.41

1.

2.

3.

NOTE:

PROVIDE EXPANSION JOINT AT A MAXIMUM SPACING OF EVERY 50' - 0" AND WHENEVER

SIDEWALK BUTTS A VERTICAL SURFACE (BUILDING WALL, CURB, COLUMN, ETC.)

CENTERLINE.

CONTROL JOINTS ARE DIAGRAMMATIC AND ARE NOT TO EXCEED THE 1.5 TIMES WIDTH

OF WALK OR 8' - 0" WHICHEVER IS GREATER.

WHEN THE WIDTH EXCEEDS 10' - 0" PROVIDE ONE LONGITUDINAL CONTRACTION JOINT

AT THE CENTERLINE.

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SHEET TITLE

SHEET

KEY PLAN

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

CogdellMendralaArchitects

N.T.S.

SCOPE OF WORK

WALDO PAFFORD

ELEMENTARY SCHOOL

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

OWNER NO:

FACILITY NO.: 689-0100

2550 W 15TH ST, HINESVILLE, GA 31313

SEAL

STRUCTURAL ENGINEERS

SAUSSY ENGINEERINGSAUSSY ENGINEERING

400 JOHNNY MERCER BLVD, SUITE E,

SAVANNAH, GA 31410

M.E.P. ENGINEERS

METHOD ENGINEERING GROUPMETHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101,

SAVANNAH, GA 31401

1/

/2

3:

:4

PM

Au to de sk

D oc s:

//2

LC

SS

C an op y R ep ai r/2

8_

LC

SS

C an op y R ep ai r_ C

EN

TR

AL

.rv t

As indicated

A2.01

CANOPY FLOOR

PLAN,

REFLECTED

CEILING PLAN, &

ROOF PLAN

CONSTRUCTION

DOCUMENTS

MAB

JANUARY 2026

2026-10

LCSS CANOPY

REPAIR

LIBERTY COUNTY SCHOOL

SYSTEM

VOLUME II - WALDO

PAFFORD

ELEMENTARY

SCHOOL

1/4" = 1'-0"A2.01

WALDO PAFFORD - FLOOR PLAN1

1/4" = 1'-0"A2.01

WALDO PAFFORD - ROOF PLAN3

1/4" = 1'-0"A2.01

WALDO PAFFORD - CEILING PLAN4

REFLECTED CEILING PLAN NOTES

1 REFER TO ELECTRICAL DRAWINGS/SPECIFICATIONS FOR LIGHT FIXTURE TYPES.

2 CONTINUOUS CHANNEL RACEWAY BY CANOPY MANUFACTURER SHALL BE PROVIDED TO CONCEAL

ELECTRICAL CONDUIT. RACEWAY FINISH SHALL MATCH CANOPY.

GENERAL PLAN NOTES

1 REFER TO G0.02 SHEETS FOR GENERAL PROJECT NOTES, GRAPHIC SYMBOLS, EQUIPMENT

MOUNTING DIMENSIONS, AND GRAB BAR LENGTHS.

2 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL SIMILAR AND LIKE

CONDITIONS, UNLESS NOTED OTHERWISE.

3 FILL AND CAULK ANNULAR SPACES AROUND PIPE PENETRATIONS IN PARTITIONS.

4 WHERE MATERIALS ARE REMOVE OR DEMOLISHED, INFILL AND/OR PATCH TO MATCH EXISTING

ADJACENT FINISH AND/OR STRUCTURAL MEMBER.

5 CUTS AT EXISTING CONCRETE PAVING ARE TO BE STRAIGHT AND PARALLEL AND/OR

PERPENDICULAR TO PAVING EDGES. SEE STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION.

6 PROVIDE P.E.J. AT JOINTS BETWEEN NEW AND EXISTING CONCRETE PAVING.

7 RELOCATE ANY EXISTING BUILDING-MOUNTED LIGHTS, SECURITY EQUIPMENT, ETC., THAT CONFLICT

WITH CONSTRUCTION / INSTALLATION OF NEW CANOPY. NOTIFY ARCHITECT OF CONFLICTS PRIOR

TO COMMENCING DEMOLITION.

WALDO PAFFORD - PLAN NOTES

LEGEND - SITE

GENERAL ROOF PLAN NOTES

1 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN.

SEE MECHANICAL & PLUMBING DRAWINGS FOR ACTUAL ROOF PENETRATION QUANTITIES.

NOTIFY ARCHITECT OF ANY PENETRATIONS NOT SHOWN ON ROOF PLAN TO COORDINATE

FINAL LOCATIONS.

2 WHERE SLOPE (X/X" / 1'-0") IS NOT INDICATED, SLOPE ROOF MIN. 1/4" PER FOOT. PROVIDE

SHOP DRAWINGS INDICATING ACTUAL SLOPES. 03 52 16 LWIC INSTALLER TO FOLLOW

APPROVED SHOP DRAWINGS.

3 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCE WITH

SMACNA SHEET METAL MANUAL, CURRENT EDITION.

4 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL SIMILAR AND

LIKE CONDITIONS, UNLESS NOTED OTHERWISE.

5 INSTALL FLASHING AT ALL ROOF PENETRATIONS AND WHERE CANOPY ABUTS BUILDING

FACADE.

CONTROL JOINT LEGEND

1/4" = 1'-0"A2.01

WALDO PAFFORD - CONTROL JOINT PLAN2

KEYNOTE LEGEND - BY SHEET

NO. NOTE

03 30 00.A CAST-IN-PLACE CONCRETE

03 48 16 PRECAST CONCRETE SPLASH BLOCKS

10 73 26 MANUF. WALKWAY COVERS

10 73 26.B1 MANUF. DRAINING COLUMN

32 93 00 MULCH

WALKWAY JOINT LEGEND

PAVING NOTES

1 NEW PAVEMENT TO BE FLUSH WITH EDGE OF ADJACENT, EXISTING PAVEMENT.

2 CUTS IN EXISTING PAVEMENT TO BE SMOOTH AND PREPENDICULAR AND/OR PARALEL TO PAVEMENT

EDGES.

3 NEW CONCRETE TO HAVE BROOM FINISH.

4 EXTERIOR CONCRETE SIDEWALKS/SURFACE SHALL SLOPE AWAY FORM THE BUILDING AT 1/4" PER

FOOT MINIMUM FOR A DISTANCE OF 8' - 0" MINIMUM. BEYOND 8' - 0" THEY SHALL SLOPE AWAY FROM

THE BUILDING AT 1/8" PER FOOT MINIMUM RO 1/2" PER FOOT MAXIMUM.

REVISION SCHEDULE

NO DATE DESCRIPTION

A3.11

10 73 26.B1 MANUF. DRAINING COLUMN

TYP.

10 73 26 MANUF. WALKWAY COVERS

B.

O.

C

AN

OP

Y

BE

AM

8'

- 9

2' - 4 1/4"

Y1EY2EY3EY4EY5EY6 Y2Y3Y4Y5

10 73 26.F FLASHING

NEW AT EXISTING WALL

BY CANOPY MFR. WITH

TERM. BAR.

A3.11

2' - 4 1/4"

B.

O.

C

AN

OP

Y

BE

AM

8'

- 9

10 73 26 MANUF. WALKWAY COVERS

10 73 26.B1MANUF. DRAINING COLUMN

TYP.

Y1 EY2 EY3 EY4 EY5 EY6Y2 Y3 Y4 Y5

10 73 26.FFLASHING

NEW AT EXISTING WALL

BY CANOPY MFR. WITH

TERM. BAR.

B.

O.

C

AN

OP

Y

BE

AM

8'

- 9

10 73 26 MANUF. WALKWAY COVERS

10 73 26.B1MANUF. DRAINING COLUMN

TYP.

X2X1

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SHEET TITLE

SHEET

KEY PLAN

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

CogdellMendralaArchitects

N.T.S.

SCOPE OF WORK

WALDO PAFFORD

ELEMENTARY SCHOOL

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

OWNER NO:

FACILITY NO.: 689-0100

2550 W 15TH ST, HINESVILLE, GA 31313

SEAL

STRUCTURAL ENGINEERS

SAUSSY ENGINEERINGSAUSSY ENGINEERING

400 JOHNNY MERCER BLVD, SUITE E,

SAVANNAH, GA 31410

M.E.P. ENGINEERS

METHOD ENGINEERING GROUPMETHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101,

SAVANNAH, GA 31401

1/

/2

3:

:4

PM

Au to de sk

D oc s:

//2

LC

SS

C an op y R ep ai r/2

8_

LC

SS

C an op y R ep ai r_ C

EN

TR

AL

.rv t

1/2" = 1'-0"

A3.01

EXTERIOR

ELEVATIONS

CONSTRUCTION

DOCUMENTS

MAB

JANUARY 2026

2026-10

LCSS CANOPY

REPAIR

LIBERTY COUNTY SCHOOL

SYSTEM

VOLUME II - WALDO

PAFFORD

ELEMENTARY

SCHOOL

KEYNOTE LEGEND - BY SHEET

NO. NOTE

10 73 26 MANUF. WALKWAY COVERS

10 73 26.B1 MANUF. DRAINING COLUMN

10 73 26.F FLASHING

GENERAL ELEVATION NOTES

1 FASCIA, SOFFIT PANELS, CANOPY, COLUMNS, AND ALL NEW CANOPY COMPONENTS TO MATCH

EXISTING U.N.O.

2 ALL EXPOSED LINTELS, STRUCTURE, RAILINGS, ETC. TO BE PAINTED UNLESS PREFINISHED OR NOTED

OTHERWISE.

1/2" = 1'-0"A3.01

WALDO PAFFORD - NORTH ELEVATION1

1/2" = 1'-0"A3.01

WALDO PAFFORD - SOUTH ELEVATION2

1/2" = 1'-0"A3.01

WALDO PAFFORD - WEST ELEVATION3

REVISION SCHEDULE

NO DATE DESCRIPTION

CONTINUOUS CHANNEL

RACEWAY BY CANOPY

MANUF. SEE ELECTRICAL

FOR DETAIL.

TYP.

10 73 26 MANUF. WALKWAY COVERS

10 73 26.B1 MANUF. DRAINING COLUMN

10 73 26 MANUF. WALKWAY COVERS

4" 4"

A8.41

A8.41

10 73 26.F1 FASCIA

(NEW)

CONCRETE

CANOPY FOOTING

X1X2

6"

03 48 16

PRECAST

CONCRETE SPLASH

BLOCKS

32 93 00 MULCH

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

SHEET

KEY PLAN

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

CogdellMendralaArchitects

N.T.S.

STRUCTURAL ENGINEERS

SAUSSY ENGINEERINGSAUSSY ENGINEERING

400 JOHNNY MERCER BLVD, SUITE E,

SAVANNAH, GA 31410

SCOPE OF WORK

LYMAN HALL

ELEMENTARY SCHOOL

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

OWNER NO:

FACILITY NO.: 689-0183

1396 SHAW RD, HINESVILLE, GA 31313

M.E.P. ENGINEERS

METHOD ENGINEERING GROUPMETHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101,

SAVANNAH, GA 31401

1/

/2

3:

:4

PM

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C an op y R ep ai r/2

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3/4" = 1'-0"

A3.11

BUILDING

SECTIONS

CONSTRUCTION

DOCUMENTS

MAB

JANUARY 2026

2026-10

LCSS CANOPY

REPAIR

LIBERTY COUNTY SCHOOL

SYSTEM

VOLUME II - WALDO

PAFFORD

ELEMENTARY

SCHOOL

KEYNOTE LEGEND - BY SHEET

NO. NOTE

03 48 16 PRECAST CONCRETE SPLASH BLOCKS

10 73 26 MANUF. WALKWAY COVERS

10 73 26.B1 MANUF. DRAINING COLUMN

10 73 26.F1 FASCIA

32 93 00 MULCH

GENERAL SECTION NOTES

1 WHERE A NOTE/DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR AND LIKE

CONDITIONS, UNLESS NOTED OTHERWISE.

2 CONTRACTOR TO VERIFY ANCHORAGE AND FOUNDATION DETAILS W/ CANOPY MFR. PROVIDE

CANOPY REACTIONS TO ARCHITECT FOR VERIFICATION OF FOUNDATION SIZES.

3/4" = 1'-0"A3.11

WALDO PAFFORD - CANOPY CROSS SECTION1

REVISION SCHEDULE

NO DATE DESCRIPTION

3'

6"

3"

2"

2"

2' - 0" Ø

3'

6"

PRE MANUFACTURED ALUMINUM

CANOPY COLUMN - TO MATCH

EXISTING SIZE & FINISH

PYRAMID STYROFOAM

BLOCKOUT BY

CANOPY MFR.

FINISHED GRADE

3"

2"

COMPACTED

SUBGRADE

2"

2' - 0" Ø

#3 CIRCULAR

TIES @ 12" O.C.

(LAP 1' - 0")

6#4

EQUALLY SPACED IN

CIRCULAR PATTERN

INSTALL COLUMN PER CANOPY

MFR. DETAILS AND GROUT SOLID

WITH 5000 PSI NON-SHRINK

NON-METALLIC GROUT (FILL ALL

VOIDS SOLID)

AT TOP: 4#3 TIES @

4" O.C. MAX (LAP 1'-0")

DEFLECTOR PLATE

OPENING AT WET COLUMNS,

TYP. ALL COLUMNS

FINISHED GRADE / MULCH

PROTECTIVE COATING AT

COLUMN BASE AS SPECIFIED

BY CANOPY MFR.

1/2" PEJ AROUND COLUMN

CONCRETE ENCASEMENT

AROUND CANOPY COLUMN

CONCRETE SPLASH BLOCK

6"

(E) SIDWALK - SEE

ARCH. DRAWINGS

C

AN

O

PY

M

FR

AS

S

PE

C

IF

IE

D B

Y

8"

3'

0"

PRE MANUFACTURED

ALUMINUM CANOPY

COLUMN - TO MATCH

EXISTING SIZE &

FINISH

PYRAMID STYROFOAM

BLOCKOUT BY

CANOPY MFR.

SIDWALK - SEE

ARCH. DRAWINGS

FINISHED GRADE

3"

2"

COMPACTED

SUBGRADE

#3 CIRCULAR

TIES @ 12" O.C.

(LAP 1' - 0")

2"

6#4

EQUALLY SPACED IN

CIRCULAR PATTERN

2' - 0" Ø

PLANS

REFER TO

4" MIN

INSTALL COLUMN PER CANOPY MFR.

DETAILS AND GROUT SOLID WITH 5000

PSI NON-SHRINK NON-METALLIC

GROUT (FILL ALL VOIDS SOLID)

AT TOP: 4#3 TIES @

4" O.C. MAX (LAP 1'-0")

PROTECTIVE

COATING AT COLUMN

BASE AS SPECIFIED

BY CANOPY MFR.

CONTRACTOR TO SAW

CUT, REMOVE AND

REPLACE EXISTING

SIDEWALK AS

REQUIRED TO INSTALL

NEW CANOPY COLUMN

AND FOUNDATION

4"

4" 4"

DEFLECTOR PLATE

OPENING AT WET COLUMNS,

TYP. ALL COLUMNS

3/8" WIDE X 1" DEEP GROOVE WITH

1/4" RADIUS 0' - 0 1/2"

07 92 00 JOINT SEALANT

03 30 00.P2 1/2" PEJ

2" SMOOTH DOWEL No. 3

MIN. 1 1/2" DEEP

CONTROL JOINT SECTION EXPANSION JOINT SECTION

NOTES:

1. OMIT DOWEL WHERE CONCRETE WALK ABUTS EXIST. CURB

2. OMIT DOWEL WHERE CONCRETE WALK ABUTS VERTICAL CONSTRUCTION.

3. CONNECTION AT EJ AT JOINT WITH EXISTING CONCRETE SIMILAR.

TYPICAL SIDEWALK CONSTRUCTION

03 30 00.BCAST-IN-PLACE CONCRETE SEE

STRUCT.

03 30 00.GWELDED WIRE MESH SEE STRUCT.

MI

N.4"

SUBGRADE. COMPACT TO 90% PROCTOR DENSITY

SAW-CUT EDGE

X X X X X

X

EXIST. CONC. SLAB

+/- 4"

0'

- 4

0' - 4" 0' - 4" 10 73 26

CONDUIT, SEE ELECTRICAL. PAINT ALL EXPOSED

CONDUIT FO MATCH CANOPY.

LIGHT FIXTURE, SEE ELECTRICAL

NOTE: THIS DETAIL TYP. AT ALL WALKWAY COVERS

CONTINUOUS CHANNEL RACEWAY BY CANOPY MFG. MATCH

FINISH OF CANOPY

MANUF. WALKWAY COVERS

2"

LINE OF CANOPY BEAM BEYOND

2'

- 0

0'

- 6

6'

- 0

SEE PLAN

ADA COMPLIANT, DETECTABLE

WARNING, TRUNCATED DOME OVER

4" CONCRETE BASE. COLOR TO BE

APPROVED BY ARCHITECT.

SLOPE DN.

SL

OP

E

DN

SLOPE DN.

1:10 MAX. 1:10 MAX

1 :

M

AX

SIDEWALK

PAVING

CURB

KEYNOTE LEGEND - BY SHEET

NO. NOTE

03 30 00.B CAST-IN-PLACE CONCRETE SEE STRUCT.

03 30 00.G WELDED WIRE MESH SEE STRUCT.

03 30 00.P2 1/2" PEJ

07 92 00 JOINT SEALANT

1 1/2" = 1'-0"A8.41

TYPICAL CANOPY COLUMN FOOTING AT SIDEWALK DETAIL1

1 1/2" = 1'-0"A8.41

TYPICAL CANOPY COLUMN FOOTING AT GRASS DETAIL2

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SHEET TITLE

SHEET

KEY PLAN

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

CogdellMendralaArchitects

N.T.S.

SCOPE OF WORK

WALDO PAFFORD

ELEMENTARY SCHOOL

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

OWNER NO:

FACILITY NO.: 689-0100

2550 W 15TH ST, HINESVILLE, GA 31313

SEAL

STRUCTURAL ENGINEERS

SAUSSY ENGINEERINGSAUSSY ENGINEERING

400 JOHNNY MERCER BLVD, SUITE E,

SAVANNAH, GA 31410

M.E.P. ENGINEERS

METHOD ENGINEERING GROUPMETHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101,

SAVANNAH, GA 31401

1/

/2

3:

:4

PM

Au to de sk

D oc s:

//2

LC

SS

C an op y R ep ai r/2

8_

LC

SS

C an op y R ep ai r_ C

EN

TR

AL

.rv t

As indicated

A8.41

EXTERIOR

DETAILS

CONSTRUCTION

DOCUMENTS

MAB

JANUARY 2026

2026-10

LCSS CANOPY

REPAIR

LIBERTY COUNTY SCHOOL

SYSTEM

VOLUME II - WALDO

PAFFORD

ELEMENTARY

SCHOOL

KEYNOTE LEGEND - BY SHEET

NO. NOTE

03 30 00.B CAST-IN-PLACE CONCRETE SEE STRUCT.

03 30 00.G WELDED WIRE MESH SEE STRUCT.

03 30 00.P2 1/2" PEJ

07 92 00 JOINT SEALANT

3" = 1'-0"A8.41

CONCRETE PAVING DETAILS3

1 1/2" = 1'-0"A8.41

EXISTING SLAB ABUDMENT DETAIL4

1 1/2" = 1'-0"A8.41

LIGHTING CHASE DETAIL5

3/4" = 1'-0"A8.41

CURB RAMP DETAIL6

REVISION SCHEDULE

NO DATE DESCRIPTION

K T

T D

TC

1P 1 POLE (2P, 3P, 4P, ETC.)

A, AMP AMPERE

AC ABOVE COUNTER

ACLG ABOVE CEILING

ADO AUTOMATIC DOOR OPENER

AF AMP FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT CIRCUIT

INTERRUPTER

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMPL AMPLIFIER

ANNUN ANNUNCIATOR

APPROX APPROXIMATELY

AQ-STAT AQUASTAT

ARCH ARCHITECT, ARCHITECTURAL

AS AMP SWITCH

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BATT BATTERY

BD BOARD

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

C CONDUIT

CAB CABINET

CAT CATALOG

CATV CABLE TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

COMB COMBINATION

CMPR COMPRESSOR

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION OR CONTINUOUS

CONTR CONTRACTOR

CONV CONVECTOR

CP CIRCULATING PUMP

CRT CATHODE-RAY TUBE

CT CURRENT TRANSFORMER

CTR CENTER

CU COPPER

DCP DOMESTIC WATER CIRCULATING PUMP

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DPR DAMPER

DS SAFETY DISCONNECT SWITCH

DT DOUBLE THROW

DWG DRAWING

EC ELECTRICAL CONTRACTOR

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

ELU EMERGENCY LIGHTING UNIT

EM EMERGENCY

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

EP ELECTRIC PNEUMATIC

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPLOSION PROOF

FA FIRE ALARM

FABP FIRE ALARM BOOSTER POWER

SUPPLY PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FU FUSE

FUDS FUSED SAFETY DISCONNECT SWITCH

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GFP GROUND FAULT PROTECTOR

GND GROUND

GRS GALVANIZED RIGID STEEL (CONDUIT)

GYP BD GYPSUM BOARD

HOA HANDS-OFF-AUTOMATIC SWITCH

HORIZ HORIZONTAL

HP HORSEPOWER

HPF HIGH POWER FACTOR

HT HEIGHT

HTG HEATING

HTR HEATER

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

IC INTERRUPTING CAPACITY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

INCAND INCANDESCENT

IR INFRARED

I/W INTERLOCK WITH

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LOC LOCATE OR LOCATION

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MAX MAXIMUM

MAG.S MAGNETIC STARTER

M/C MOMENTARY CONTACT

MC MECHANICAL CONTRACTOR

ELECTRICAL ABBREVIATIONS LIST

CONDUIT SHOWN WITHOUT SLASH MARKS SHALL

CONTAIN 1 # 12 CONDUCTOR PER PHASE, NEUTRAL, AND

GROUND IN 1/2" CONDUIT UNLESS SPECIFIC EQUIPMENT

REQUIRES A DIFFERENT SIZE.

CONDUIT SHOWN SHALL CONTAIN 1 # 10 CONDUCTOR

PER PHASE IN ELECTRICAL CODE SIZED MINIMUM

CONDUIT UNLESS A CONDUCTOR AND CONDUIT SIZE IS

SHOWN ADJACENT.

HOME RUN TO BRANCH CIRCUIT PANELBOARD. THE

PANELBOARD DESIGNATION IS SHOWN ADJACENT TO

THE HOME RUN ARROW AS A NUMERATOR AND THE

CIRCUIT DESIGNATION IS SHOWN AS THE DENOMINATOR.

CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE

SHOWN IN THE PANELBOARD SCHEDULE WITH THE

CORRESPONDING PANELBOARD AND CIRCUIT

DESIGNATION. EXAMPLE: HOME RUN TO PANELBOARD

P4N-102; CIRCUITS 1, 3, 5. LONG TICKMARKS INDICATE

NUMBER OF PHASE CONDUCTORS. SHORT TICK MARKS

INDICATE NUMBER OF GROUNDED CONDUCTORS

(NEUTRALS). AN EQUIPMENT GROUNDING CONDUCTOR

IS NOT INDICATED BUT SHALL BE INSTALLED. NUMBER

OF ARROWHEADS INDICATE NUMBER OF CIRCUITS.

LIGHTING SYMBOLS

ELECTRICAL SYMBOL LEGEND

TIME CONTROL SWITCH

TIME DELAY SWITCH

TIMER SWITCH

KEYED SWITCH

4-WAY SWITCH

3-WAY SWITCH

SINGLE POLE SWITCH

KEY NOTE (SEE SCHEDULE)

NUMBER OF SHEET WHERE DETAIL APPEARS

NUMBER OF DETAIL ON SHEET

REVISION NUMBER - SHOWN ON PLANS

ROOM NAME AND NUMBER

EXISTING TO BE DEMOLISHED

AREA NOT IN CONTRACT

CONDUIT IN CEILING, FLOOR OR WALL AS REQUIRED BY

FIELD CONDITIONS

CONDUIT IN FLOOR

P4N-102 1, 3, 5

#10

EXISTING TO REMAIN

EXISTING TO BE REMOVED

NEW

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDC MAIN DISTRIBUTION CENTER

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT SW

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MMS MANUAL MOTOR STARTER

MOA MULTIOUTLET ASSEMBLY

MSP MOTOR STARTER PANELBOARD

MSBD MAIN SWITCHBOARD

MT MOUNT

MT.C EMPTY CONDUIT

MTS MANUAL TRANSFER SWITCH

MTR MOTOR, MOTORIZED

N.C. NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

NFDS NON-FUSED SAFETY DISCONNECT

SWITCH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

N.O. NORMALLY OPEN

NPF NORMAL POWER FACTOR

NTS NOT TO SCALE

OH OVERHEAD

OL OVERLOADS

PA PUBLIC ADDRESS

PB PULL BOX OR PUSHBUTTON

PE PNEUMATIC ELECTRIC

PED PEDESTAL

PF POWER FACTOR

PH PHASE

PIV POST INDICATING VALVE

PNL PANEL

PP POWER POLE

PR PAIR

PRI PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE (CONDUIT)

PWR POWER

QUAN QUANTITY

RCPT RECEPTACLE

REQD REQUIRED

RM ROOM

RSC RIGID STEEL CONDUIT

RTU ROOF TOP UNIT

SABC SMALL APPLICANCE BRANCH

CIRCUIT

SC SURFACE CONDUIT

SEC SECONDARY

SHT SHEET

SIM SIMILAR

S/N SOLID NEUTRAL

SPEC SPECIFICATION

SPKR SPEAKER

SP SPARE

SPD SURGE PROTECTION DEVICE

SR SURFACE RACEWAY

SS STAINLESS STEEL

SSW SELECTOR SWITCH

S/S STOP/START PUSHBUTTONS

STA STATION

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

SYS SYSTEM

TEL TELEPHONE

TEL/DATA TELEPHONE/DATA

TERM TERMINAL

TL TWIST LOCK

TR TAMPER RESISTANT

T-STAT THERMOSTAT

TTC TELEPHONE TERMINAL CABINET

TV TELEVISION

TVTC TELEVISION TERMINAL CABINET

TYP TYPICAL

UC UNDER COUNTER

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UT UNDERGROUND TELEPHONE

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VDT VIDEO DISPLAY TERMINAL

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WG WIRE GUARD

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

∠ ANGLE

@ AT

▲ DELTA

' FEET

" INCHES

# NUMBER

Ø PHASE

C CENTER LINE

P PLATE

WALL-MOUNTED FIXTURES, TYPICAL

ABSENCE OF A SWITCH ID INDICATES FIXTURE IS CONTROLLED BY THE

ONLY SWITCH IN THE SPACE. AN "nl" IN PLACE OF THE SWITCH ID

INDICATES NIGHT LIGHT (UNSWITCHED).

S3 1d

LIGHTING FIXTURES, TYPICAL, RECTANGULAR

(VARIOUS SYMBOLS)

FILLED CIRCLES INDICATE RECESSED,

OPEN CIRCLES INDICATE SURFACE-MOUNTED

DIAGONAL LINE INDICATES LENSED

OUTER DOTS INDICATE SUSPENDED

LIGHTING FIXTURES, TYPICAL, ROUND

CENTER DOT INDICATES PENDANT

DIAGONAL LINE INDICATES LENSED

CHEVRON INDICATES WALL WASH

STRIP FIXTURE

DIRECTIONAL LIGHT, TRACK, FLOOD

LINEAR LIGHT, TAPE LIGHT

(E)

WIRING

CONSTRUCTION PHASING

(TYPICAL ALL SYMBOLS AND EQUIPMENT)

MISCELLANEOUS

LIGHTING TAGS

TOP VALUE: FIXTURE TYPE ID

BOTTOM VALUE: LOWERCASE LETTER: SWITCH ID

BOTTOM VALUE: NUMBER(S): CIRCUIT NUMBER

OAOAOA

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SHEET TITLE

SHEET

KEY PLAN

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

Cogdell Mendrala Architects

N.T.S.

SCOPE OF WORK

WALDO PAFFORD

ELEMENTARY SCHOOL

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

OWNER NO:

FACILITY NO.: 689-0100

2550 W 15TH ST, HINESVILLE, GA 31313

SEAL

STRUCTURAL ENGINEERS

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD, SUITE E,

SAVANNAH, GA 31410

M.E.P. ENGINEERS

METHOD ENGINEERING GROUP

1020 DRAYTON STREET, SUITE 101,

SAVANNAH, GA 31401

/1

/2

:0 :0

P

M A u to d e s k D o c s /2

L C

S S

C a n o p y R e p a ir /2

-L C

S S

C a n o p y R e p a ir -M

E P

-R V

.r v t

As indicated

E1.01

ELECTRICAL

PLAN

CONSTRUCTION

DOCUMENTS

CGS

JANUARY 2026

2026-10

LCSS CANOPY

REPAIR

LIBERTY COUNTY SCHOOL

SYSTEM

VOLUME II - WALDO

PAFFORD

ELEMENTARY

SCHOOL

ELECTRICAL GENERAL NOTES

A THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE

USED IN THIS SET OF DRAWINGS.

B COORDINATE LOCATIONS OF DEVICES WITH ARCHITECTURAL ELEVATIONS AND

DETAILS. ARCHITECTURAL ELEVATIONS AND DETAILS TAKE PRECEDENCE OVER

LOCATIONS SHOWN ON ELECTRICAL DRAWINGS.

C PROVIDE CABLE OR CONDUIT AND WIRE AS REQUIRED TO ACHIEVE CIRCUITING

SHOWN. SIZE CONDUCTORS PER NEC AMPACITY AND WIRE FILL CRITERIA. PROVIDE

DEDICATED NEUTRAL AND GROUND CONDUCTORS FOR CIRCUITING ,UNLESS NOTED

OTHERWISE. INCREASE BRANCH CIRCUIT AND/OR FEEDER CONDUCTORS INCLUDING

EQUIPMENT GROUNDING CONDUCTORS PROPORTIONALLY FOR NO MORE THAN 3%

VOLTAGE DROP ON BRANCH CIRCUITS AND 2% ON FEEDERS PER ENERGY CODE.

D IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE INSTALLATION OF

ELECTRICAL SYSTEMS AND THOSE REQUIRING ELECTRICAL CONNECTIONS TO

MAINTAIN NEC REQUIRED CLEARANCES, INCLUDED BY NOT LIMITED TO AREAS ABOVE

ACCESSIBLE CEILINGS.

E COORDINATE WITH OTHER TRADES FOR PROPER INSTALLATION OF EQUIPMENT.

CONSULT THE DRAWINGS OF OTHER TRADES OR CRAFTS TO AVOID CONFLICTS WITH

EQUIPMENT, ETC. CONFLICTS SHALL BE RESOLVED PRIOR TO ROUGH-IN AND AT NO

ADDITIONAL COST TO THE OWNER.

F LEAVE THE SITE CLEAN AND READY FOR OCCUPANCY. REMOVE DIRT, DEBRIS, EMPTY

CARTONS, TOOLS, CONDUIT AND WIRE SCRAPS AND MISCELLANEOUS SPARE

EQUIPMENT AND MATERIALS USED IN THIS DIVISION OF THE WORK DURING

CONSTRUCTION. COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN

MATERIALS AND LEFT AS NEW BEFORE FINAL ACCEPTANCE OF WORK.

G CONDUCTORS OPERATING AT 50 VOLTS OR GREATER SHALL BE IN RACEWAY.

RACEWAY WITHIN THE STRUCTURE ABOVE THE FLOOR SLAB SHALL BE METAL.

RACEWAY BELOW THE FLOOR SLAB AND UNDERGROUND RACEWAY OUTSIDE THE

STRUCTURE SHALL BE PVC.

H PERFORM WORK TO COMPLY WITH THE STANDARD PRACTICES FOR GOOD

WORKMANSHIP PUBLISHED BY NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION

(NECA). COMPLY WITH THE LATEST ENFORCED EDITION OF THE NATIONAL

ELECTRICAL CODE (NEC), LOCAL CODES, AMENDMENTS, AND ORDINANCES.

I ELECTRICAL WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED

MASTER ELECTRICIAN. PROCURE PERMITS AND LICENSES AND PAY FEES

ASSOCIATED WITH THIS WORK.

J MATERIALS FURNISHED FOR THIS PROJECT SHALL BE NEW, COMMERCIAL GRADE,

FREE OF DEFECTS, AND LISTED BY A NATIONALLY RECOGNIZED TESTING

LABORATORY UNO.

K PROVIDE COMPLETE OPERATION & MAINTENANCE MANUAL INCLUDING APPROVED

SUBMITTAL DRAWINGS, WARRANTY INFORMATION FOR PRODUCT SUPPLIED,AND

MANUFACTURER'S OPERATION AND MAINTENANCE INSTRUCTIONS.

ELECTRICAL REMODEL NOTES

A BRANCH CIRCUITING INDICATED ON PLANS AND SCHEDULES IS BASED UPON EXISTING

PLANS AND SITE OBSERVATION, CONTRACTOR TO FIELD VERIFY.

B PROVIDE TYPED CIRCUIT BOARD DIRECTORIES TO REFLECT AS-CONSTRUCTED

CONDITIONS. FIELD VERIFY DURING CONSTRUCTION AND REVISE ACCORDINGLY.

C PROVIDE NECESSARY DEMOLITION TO FACILITATE NEW CONSTRUCTION WORK

ASSOCIATED WITH THIS PROJECT. COORDINATE OUTAGES WITH OWNER MINIMUM 72

HOURS IN ADVANCE. OWNER RETAINS RIGHT TO FIRST SALVAGE. PROVIDE DISPOSAL

OF REMOVED MATERIAL. MAINTAIN CIRCUIT CONTINUITY AS REQUIRED.

D IT IS THE INTENT OF THESE DIAGRAMMATIC DRAWINGS TO PROVIDE THE PROJECT

SCOPE INCLUDING, BUT NOT LIMITED TO PHASED DEMOLITION AND NEW

CONSTRUCTION. EXISTING INFORMATION INDICATED ON THESE PLANS DOES NOT

REPRESENT ALL EXISTING CONDITIONS. THIS CONTRACTOR SHALL BECOME FAMILIAR

WITH EXISTING CONDITIONS, SCOPE OF PHASING, AND PROJECT INTENT PRIOR TO BID

SUBMISSION.

E PROVIDE CUTTING, PATCHING, AND RESTORATION OF FINISHES NECESSARY FOR

WORK SURFACES DAMAGED BY THIS WORK. SPACES AROUND CONDUITS PASSING

THROUGH FLOORS AND WALLS SHALL BE NEATLY PATCHED AND FINISHED TO MATCH

NEW/EXISTING. STRUCTURAL MEMBERS SHALL NOT BE CUT OR PENETRATED IN ANY

MANNER. THE SPACES AROUND THE CONDUITS SHALL BE SEALED TO PREVENT

ENTRANCE OF MOISTURE. PROVIDE FIRE STOPPING PER UL APPROVED METHODS.

F REMOVE ABANDONED WIRING COMPLETE. AT CONTRACTORS OPTION, UTILIZE

EXISTING ABANDONED RACEWAY TO EXTENT AVAILABLE. EXPOSED ABANDONED

RACEWAY SHALL BE REMOVED.

G COORDINATE WORK IN PHASES WITH GENERAL CONTRACTOR AND OWNER TO

FACILITATE DEMOLITION AND NEW CONSTRUCTION.

H REMOVE ELECTRICAL RELATED EQUIPMENT (I.E JUNCTION BOXES, RECEPTACLES,

SWITCHES, DEVICES, ETC... ) AFFECTED/ABANDONED AS A RESULT OF DEMOLITION

AND NEW CONSTRUCTION.

KEYNOTES

1 CONNECT NEW EXTERIOR FIXTURES TO EXISTING EXTERIOR LIGHTING CIRCUIT.

NEW FIXTURES SHALL BE CONTROLLED WITH EXISTING EXTERIOR LIGHT

FIXTURES. ELECTRICAL RACEWAY AND…