2511 LCSS MM Roof_100CD_2026_0227.pdf

COGDELL & MENDRALA ARCHITECTS, PC

LCSS MIDWAY MIDDLE SCHOOL

ROOF REPLACEMENT

FACILITY NO.: 689-0101

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 ENGINEERS

SHEET

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

ARCH. PROJECT NO.: 2511

OWNER PROJECT NUMBER: 2026-14

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CONSTRUCTION DOCUMENTS

425 EDGEWATER DRIVE MIDWAY, GA 31320

FEBRUARY 2026

T1.0

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

Casey Brent Smith

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STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

GYM

FACILITY NO: 689-0101

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G0.01

SHEET LIST

JMJ

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

2026-14

SHEET LIST - ARCHITECTURAL

Sheet Number Sheet Name REV. DATE REV.

A2.01 COMPOSITE ROOF PLAN

A2.02 ROOF PLAN - ADMIN, KITCHEN, & MEDIA

A2.03 ROOF PLAN - CLASSROOM WING 200

A2.04 ROOF PLAN - CLASSROOM WING 300

A2.05 ROOF PLAN - CLASSROOM WING 400

A2.06 ROOF PLAN - CLASSROOM WING 500

A8.31 ROOF DETAILS

A8.32 ROOF DETAILS

SHEET LIST - DEMOLITION

Sheet Number Sheet Name REV. DATE REV.

D2.01 DEMOLITION - ROOF PLAN

SHEET LIST - GENERAL

Sheet Number Sheet Name REV. DATE REV.

G0.01 SHEET LIST

G0.02 GENERAL PROJECT INFORMATION

SHEET LIST - STRUCTURAL

Sheet Number Sheet Name REV. DATE REV.

S1.0 COMPONENTS AND CLADDING WIND ROOF PRESSURES

REVISION SCHEDULE

NO DATE DESCRIPTION

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

PLAN LEGEND

SECTION

BATT INSULATION

RIGID INSULATION

BRICK VENEER

STEEL/OTHER METALS

PLYWOOD

GYPSUM BOARD

ACOUSTICAL CLG. TILE

FINISH WOOD

NOT IN CONTRACT

AREA NOT IN SCOPE

METAL STUD

PARTITION

CONCRETE MASONRY

PARTITION

EXISTING

CONSTRUCTION

CONSTRUCTION TO BE

REMOVED

PROPERTY ADDRESS: MIDWAY MIDDLE SCHOOL

425 EDGEWATER DRIVE

MIDWAY, GA 31320

APPLICABLE BUILDING CODES WITH GEORGIA AMENDMENTS:

(LIST IS NOT INCLUSIVE)

1. INTERNATIONAL BUILDING CODE, 2024 EDITION, WITH GEORGIA

AMENDMENTS (2026)

2. INTERNATIONAL FIRE CODE, 2024 EDITION, WITH GEORGIA

AMENDMENTS, (2025)

3. INTERNATIONAL PLUMBING CODE, 2024 EDITION, WITH GEORGIA

AMENDMENTS (2026)

4. INTERNATIONAL MECHANICAL CODE, 2024 EDITION, WITH

GEORGIA AMENDMENTS (2026)

5. INTERNATIONAL FUEL GAS CODE, 2024 EDITION, WITH GEORGIA

AMENDMENTS (2026)

6. NATIONAL ELECTRICAL CODE, 2023 EDITION WITH GEORGIA

AMENDMENTS (2026)

7. INTERNATIONAL ENERGY CONSERVATION CODE, 2015 EDITION,

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

(2023)

8. LIFE SAFETY CODE, NFPA 101, 2024 EDITION WITH GEORGIA

AMENDMENTS

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

GA AMENDMENTS

10. NFPA 13 (2019) WITH GEORGIA AMENDMENTS (2020)

11. DOJ 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, WITH

GEORGIA ACCESSIBILITY CODE 120-3-20

GROSS ENCLOSED PROJECT

AREA:

98,191 SF

(EXISTING LOW SLOPE

ROOF AREA)

SITE LOCATION

THE PROJECT SCOPE CONSISTS OF REMOVING AND REPLACING ALL

LOW-SLOPED ROOF MEMBRANES, PROVIDING NEW COPING/EDGE METAL

AT BUILDING PERIMETER, PROVIDING NEW GUTTERS AND DOWNSPOUTS,

AND INSTALLING NEW ROOF DRAINS AT EXISTING LOCATIONS.

LOW-SLOPE ROOF CONSTRUCTION ON METAL DECK

R1

07 54 19POLYVINYL CHLORIDE ROOFING

EXISTING LWIC SYSTEM

EXISTING STEEL DECK

EXISTING STEEL STRUCTURE

NOTE:

PROVISIONS OF 07 01 50.19 "PREPARATION FOR

RE-ROOFING" APPLY TO AREAS DENOTED AS "R1".

07 54 19.B15SEPARATION LAYER

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

Casey Brent Smith

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IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

GYM

FACILITY NO: 689-0101

As indicated

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G0.02

GENERAL

PROJECT

INFORMATION

JMJ

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

2026-14

GRAPHIC SYMBOLS

ABBREVIATIONS

GENERAL NOTES

1 REFER TO SHEET G0.02 FOR SYMBOL LEGEND.

2 ALL LUMBER AND PLYWOOD INSTALLED THROUGHOUT THE BUILDING SHALL BE FIRE-RETARDANT

TREATED. STANDING AND RUNNING TRIM DO NOT REQUIRE TREATMENT.

3 REFER TO PLANS AND/OR SECTIONS FOR SUBSYSTEM TYPE

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

5 NEW FINISHES SHALL BE INSTALLED FLUSH WITH EXISTING FINISHES.

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

CONDITIONS, UNLESS NOTED OTHERWISE.

7 UNPAINTABLE SILICONE SEALANTS ARE NOT PERMITTED. ALL SEALANTS TO BE TYPE NP-1 OR AS

RECOMMENDED BY ROOFING MANUFACTURER. UNLESS NOTED OTHERWISE.

8 ALL EXTERIOR WOOD BLOCKING AND PLYWOOD TO BE PRESSURE TREATED U.N.O.

9 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

10 ALL EXISTING DIMENSIONS SHALL BE VIF.

MATERIAL LEGEND GENERAL INFORMATIONSITE LOCATION

PROJECT SUMMARY

KEYNOTE LEGEND - MASTER

NO. NOTE

05 50 00.A8 METAL DOWNSPOUT BOOT W/CLEANOUT

06 10 53.A1 P.T. WD. BLOCKING

06 10 53.A2 WD. BLOCKING AS REQD.

06 10 53.F12 P.T. 2X10

06 10 53.H8 1/2" P.T. PLYWOOD

07 54 19 POLYVINYL CHLORIDE ROOFING

07 54 19.A3 TERM. BAR

07 54 19.A7 MANUFACTURED RETROFIT DRAIN

07 54 19.B2 FLASHING MEMBRANE

07 54 19.B4 REINFORCED MEMBRANE UP & OVER PARAPET

07 54 19.B5 BASE FLASH

07 54 19.B10 PVC WALK-OFF PAD

07 54 19.B15 SEPARATION LAYER

07 54 19.C6 GYPSUM COVERBOARD

07 54 19.D2 PVC COATED METAL DRIP EDGE

07 54 19.D22 PREFABRICATED PVC CLAD METAL SCUPPER

07 54 19.I PREFABRICATED STACK/PIPE BOOT AND CLAMP

07 62 00.J1 COUNTERFLASHING W/ CONT. CLEAT

07 62 00.J2 COUNTERFLASHING

07 62 00.M1 SELF ADHERING UNDERLAYMENT

07 71 00.C7 DRIP EDGE

07 71 00.C52 MANUF. ROOF EDGE FASCIA 5 1/4"

07 71 00.E4 DOWNSPOUT

07 71 00.E10 GUTTER BRACKET AT 32" O.C., ALTERNATE WITH STRAPS

07 71 00.H GUTTER

07 71 00.H51 GUTTER STRAP AT 32" O.C.

07 92 00.A1 SEALANT

07 92 00.A6 SEALANT AND BACKER ROD

09 91 13 EXTERIOR PAINTING

TAGDESCRIPTION FIRE RATING REFERENCE

ROOF TYPES

EXISTING TO REMAIN - NOT IN CONTRACT

EXISTING TO REMAIN -

NOT IN CONTRACT

EXISTING TO REMAIN -

NOT IN CONTRACT

T Y

P

IC

A L

T Y

P

IC

A L

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0" 10' - 0"

10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

211'

1'

1'

1'

1'

1'

1'

2 1 21

2 1

2 1 21

2 1

3 3

3 3

S1.0

A TYP

NOTE:

ALL WIND LOADING SHOWN HEREIN ARE UNFACTORED BASED ON

ASCE-7-22 BASIC WIND SPEED (3 SECOND GUST) WHICH IS EQUIVALENT

TO IBC 2024 ULTIMATE DESIGN WIND SPEED.

BASIS OF DESIGN

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

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

NOMINAL WIND SPEED, Vasd = 108 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)

ZONE

TRIBUTARY

AREA (SQFT)

PRESSURE (PSF)

POSITIVE NEGATIVE OVERHANG

COMPONENTS AND CLADDING ROOF SURFACE PRESSURES

-91.0 -83.7 -72.7 -65.3 -58.0 -47.0 -47.0

-91.0 -85.5 -78.2 -72.7 -65.3 -58.0 -58.0

17.6 16.7 16.0 16.0 16.0 16.0 16.0

17.6 16.7 16.0 16.0 16.0 16.0 16.0

-69.0 -65.3 -58.0 -54.3 -50.6 -43.3 -43.3

-69.0 -67.2 -66.2 -65.3 -54.3 -43.3 -43.3

-124.0 -111.2 -92.9 -78.2 -65.3 -47.0 -47.0

-124.0 -113.0 -98.4 -83.7 -72.7 -58.0 -58.0

17.6 16.7 16.0 16.0 16.0 16.0 16.0

17.6 16.7 16.0 16.0 16.0 16.0 16.0

-39.6 -39.6 -39.6 -39.6 -34.1 -26.8 -21.3

-69.0 -67.2 -66.2 -65.3 -54.3 -43.3 -43.3

1'

10' - 0" 10' - 0"

1'

3' - 6"

10' - 0"

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

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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

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2026 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

PROJECT NO.

2026-14

FACILITY NO: 689-0101

As indicated

/1

/2

:2 :2

P

M F

J O

B S

\O

T H

E R

S \2

-M id w a y M

S L o w

S lo p e R o o f R e p la c e m e n t\ -R e v it \2

M id w a y M

S R o o f R e p la c e m e n t_

S T

R U

C R

.r v t

S1.0

COMPONENTS

AND CLADDING

WIND ROOF

PRESSURES

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

26012

JCG

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

SCALE: 3/64" = 1'-0"

COMPONENTS AND CLADDING WIND PRESSURE ZONE

DIAGRAM

REVISION SCHEDULE

NO DATE DESCRIPTION

SCALE: 1/4" = 1'-0"S1.0

TYPICAL OUTSIDE CORNER ZONE DETAILA

R - 1R - 1

R - 1

R - 1

R - 1

R - 1 R - 1

R - 2R - 2

R - 2

R - 2

R - 2

R - 2 R - 2

R - 3

R - 3

R - 3

R - 3

R - 3

R - 3

R - 5

R - 6

R - 5

R - 6 R - 5

R - 6

R - 5

R - 6

R - 5

R - 6

R - 5

R - 6

R - 5

R - 6

R - 5

R - 6

R - 5

R - 6

R - 4

R - 4

R - 10

R - 4

R - 4

R - 4

R - 4

R - 4

R - 4

R - 4

R - 4

R - 4

R - 4R - 4

R - 4

R - 4 R - 4

1" E.J.

R - 7

1" E.J.

R - 7

1" E.J.

R - 7

1" E.J.

R - 7

R - 8

R - 8

R - 8

R - 8

R - 8

R - 10

R - 10

R - 4

R - 9

R - 9 R - 9

R - 9

R - 9

R - 9

EXISTING TO REMAIN

NOT IN CONTRACT

EXISTING TO REMAIN

NOT IN CONTRACT

EXISTING TO REMAIN

NOT IN CONTRACT

R - 12

R - 11

R - 1

R - 2

R - 11

R - 11

R - 11

R - 11

R - 11

R - 11 R - 11

R - 10

R - 10R - 4

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10

R - 10 R - 10

07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING

07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING WALKPAD

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

X"/1'-0" DIRECTION OF ROOF PITCH

DOWNSPOUTDS

VTR

NOT IN CONTRACT

R.D.

TO THE BEST OF OUR KNOWLEDGE, THE FOLLOWING INFORMATION IS CORRECT. THE CONTRACTOR

IS RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS.

1. EXISTING PVC ROOF SYSTEM:

PVC MEMBRANE OVER LWIC (VERMICULITE) OVER STRUCTURAL STEEL DECK.

2. EXISTING ROOF SYSTEM INFORMATION IS BASED ON EXISTING BUILDING DOCUMENTATION.

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

Casey Brent Smith

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IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

GYM

FACILITY NO: 689-0101

As indicated

/2

/2

:3 :3

P

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

L C

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M M

R e ro o f/

L

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S M

M R e ro o f_

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.r v t

D2.01

DEMOLITION -

ROOF PLAN

JMJ

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

2026-14

3/64" = 1'-0"D2.01

DEMOLITION - ROOF PLAN1

DEMO NOTES - ROOFS

ROOF

R-1 REMOVE PVC MEMBRANE. EXISTING LWIC ROOF SYSTEM TO REMAIN.

R-2 REMOVE FLASHING SYSTEMS, INCLUDING FLASHING AT PENETRATIONS AND CURBS. COORDINATE

DEMOLITION OF EXISTING CONSTRUCTION WITH NEW MATERIAL INSTALLATION.

R-3 REMOVE ROOF DRAINS AND ASSOCIATED FLASHINGS.

R-4 REMOVE DRIP EDGE, GUTTERS AND DOWNSPOUTS.

R-5 EXISTING HVAC EQUIPMENT AND CURBS TO REMAIN. REMOVE CURB FLASHING. REMOVE HVAC EQUIPMENT AS NEEDED TO REPLACE CURB FLASHING. COORDINATE REMOVAL AND ANY UNIT OFFLINE

TIME WITH OWNER. EVALUATE CURBS AND REMOVE DAMAGED SECTIONS. SEE UNIT PRICES.

R-6 REMOVE ALL ABANDONED ROOF PENETRATIONS AND FLASHING. COORDINATE WITH OWNER.

R-7 DO NOT DISTURB RATED INTERIOR EXPANSION JOINT MATERIALS. IF EXPANSION JOINT MATERIAL IS

DAMAGED OR MISSING, NOTIFY DESIGN PROFESSIONAL. SEE NEW CONSTRUCTION DETAILS FOR

EXPANSION JOINT DETAILS.

R-8 REMOVE THROUGH-WALL SCUPPERS AND FLASHING.

R-9 REMOVE COPING AND ASSOCIATED FLASHINGS. EXAMINE AND EVALUATE EXISTING BLOCKING. REMOVE

DAMAGED SECTIONS. SEE UNIT PRICES.

R-10 REMOVE DOWNSPOUT BOOTS.

R-11 REMOVE ALL EXISTING ABANDONED CURB CAPS.

R-12 REMOVE GUTTER AND ANY DAMAGED FASCIA.

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

CONDITIONS.

3 ANY EQUIPMENT REMOVED FOR RE-INSTALLATION SHALL BE PROTECTED AND STORED BY THE

CONTRACTOR.

4 WHERE MATERIALS ARE REMOVED OR DEMOLISHED, INFILL OR PATCH TO MATCH EXISTING

ADJACENT FINISH AND/OR STRUCTURAL MEMBER.

5 REMOVE ONLY THE PORTION OF THE ROOF SYSTEM THAT CAN BE REINSTALLED THAT WORK DAY, UNLESS PRIOR WRITTEN APPROVAL FROM THE OWNER HAS BEEN OBTAINED. IF NEW ROOFING

INSTALLATION CANNOT BE COMPLETED PRIOR TO END OF WORK DAY, COVER AND PROTECT

EXPOSED ROOF SHEATHING AND STRUCTURE TO KEEP BUILDING WEATHERTIGHT AND WATERTIGHT.

6 DEMOLITION ACTIVITIES SHALL COMPLY WITH SPECIFICATION SECTION 07 01 50.19 "PREPARATION

FOR REROOFING" AND AS INDICATED IN THE DRAWINGS.

7 ALL EQUIPMENT TO REMAIN SHALL BE PROTECTED FROM DEMOLITION ACTIVITIES.

ROOF LEGEND

EXISTING ROOF NOTES

07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING

07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING WALKPAD

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

X"/1'-0" DIRECTION OF ROOF PITCH

DOWNSPOUTDS

VTR

NOT IN CONTRACT

R.D.

A2.02

A2.03

A2.04

A2.05

A2.06

EXISTING TO REMAIN

NOT IN CONTRACT

EXISTING TO REMAIN

NOT IN CONTRACT

1" E.J.

1" E.J.

1" E.J.

1" E.J.

EXISTING TO REMAIN

NOT IN CONTRACT

INSTALL NEW PVC MEMBRANE. INSTALL NEW FLASHINGS, INCLUDING AT PENETRATIONS AND CURBS.

SEE DETAILS.

INSTALL NEW FLASHING AT EXISTING HVAC UNIT CURBS. REMOVE HVAC EQUIPMENT AS NEEDED TO

REPLACE CURB FLASHING. REPLACE SECTIONS OF DAMAGED CURBS. SEE UNIT PRICES.

INSTALL NEW ROOF DRAINS AND ASSOCIATED FLASHINGS AT EXISTING DRAIN LOCATIONS.

FIELD VERIFY DRAIN DIMENSIONS. NEW ROOF DRAINS TO MATCH EXISTING SIZES. REFER TO DETAILS.

INSTALL NEW PREFABRICATED PVC COATED THROUGH-WALL SCUPPERS AND FLASHING.

FIELD VERIFY SCUPPER DIMENSIONS.

INFILL DECK AND INSULATION (FLUSH) AT ABANDONED ROOF PENETRATIONS. INFILL MATERIAL TO

MATCH EXISTING ADJACENT ROOFING IN THICKNESS AND MATERIAL.

DO NOT DISTURB RATED INTERIOR EXPANSION JOINT MATERIALS. IF EXPANSION JOINT MATERIAL IS

DAMAGED OR MISSING, NOTIFY DESIGN PROFESSIONAL. SEE NEW CONSTRUCTION DETAILS FOR

EXPANSION JOINT DETAILS.

INSTALL NEW FASCIA WITH DRIP EDGE. SEE DETAILS.

FASCIA/DRIP EDGE TO MATCH EXISTING MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW GUTTERS AND DOWNSPOUTS. GUTTERS/DOWNSPOUTS TO MATCH EXISTING IN

MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW DOWNSPOUT BOOTS. DOWNSPOUT BOOTS TO TIE INTO EXISTING UNDERGROUND

STORM PIPING. DOWNSPOUT BOOTS TO MATCH EXISTING IN MATERIAL, FINISH AND DIMENSIONS.

INSTALL NEW EDGE METAL FASCIA TRIM AND ASSOCIATED FLASHINGS AT PARAPET CONDITIONS.

INSTALL 2'-0" x 3'-0" MIN. PVC WALK-OFF PADS AT EACH BOTTOM OF EACH DOWNSPOUT AT LOW-

SLOPE ROOF.

EXISTING ANTENNA TO REMAIN.

REPLACE ANY DAMAGED FASCIA AND MAKE WATERTIGHT CONNECTION. INSTALL 2'-0" x 3'-0" PVC

WALK-OFF PAD FULL LENGTH OF DRIP LINE.

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

Casey Brent Smith

G G

IAA

T

T

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E

EOF OR

ARC H

IT

R

R

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IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

GYM

FACILITY NO: 689-0101

As indicated

/2

/2

:3 :3

P

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

L C

S S

M M

R e ro o f/

L

C S

S M

M R e ro o f_

R V

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.r v t

A2.01

COMPOSITE

ROOF PLAN

JMJ

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

2026-14

KEYNOTE LEGEND - BY SHEET

NO. NOTE

GENERAL ROOF PLAN NOTES

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

CONDITIONS, UNLESS NOTED OTHERWISE.

2 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN. NOTIFY ARCHITECT OF ANY PENETRATIONS

NOT SHOWN ON ROOF PLAN TO COORDINATE FINAL LOCATIONS.

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

DRAWINGS INDICATING ACTUAL SLOPES.

4 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDE MANUFACTURER'S

STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

5 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCE WITH SMACNA

SHEET METAL MANUAL, CURRENT EDITION.

6 ALL ROOF CURBS TO BE INSTALLED BY ROOFING CONTRACTOR.

7 INSTALL CAST IRON BOOTS AT BOTTOM OF ALL DOWNSPOUTS TIED TO UNDERGROUND STORM

PIPING. PAINT TO MATCH DOWNSPOUTS.

8 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH.

9 SLOPE ALL CRICKETS MINIMUM 1/4" PER FOOT, UNLESS NOTED OTHERWISE.

10 INSTALL FLASHING AT ALL ROOF PENETRATIONS.

11 GUTTERS SHALL BE SLOPED TOWARDS DOWNSPOUTS.

12 DOWNSPOUTS TO MATCH EXISTING IN SIZE AND FINISH, UNLESS NOTED OTHERWISE.

13 TOPS OF ROOF CURBS TO BE LEVEL.

14 FIELD VERIFY ALL EXISTING ITEMS THAT ARE TO BE REPLACED, INCLUDING ROOF DRAINS, EXPANSION

JOINT COVERS, PRIOR TO SHOP DRAWINGS/SUBMITTALS.

15 TOPS OF CURBS AND PENETRATIONS TO BE MINIMUM 8" ABOVE ROOF SURFACE. EXTEND CURBS AND

PENETRATIONS TO ACHIEVE 8" MINIMUM.

16 EXISTING ROOF SLOPES TO REMAIN. CONTACT DESIGN PROFESSIONAL IF EXISTING SLOPE IS NOT

CODE COMPLIANT OR IS RESULTING IN PONDING.

17 EXISTING BLOCKING IN GOOD CONDITION MAY REMAIN. DETERIORATED WOOD BLOCKING SHALL BE

REPLACED UNDER UNIT COST.

18 WHERE BLOCKING IS INSTALLED OVER MASONRY, UNDERLAY WITH 30# FELT AND PROVIDE 1/2"

CHEMICAL ANCHORS UNDER UNIT COST.

19 ONCE MEMBRANE IS REMOVED, ROOFING CONTRACTOR TO INVESTIGATE CONDITION OF EXISTING ROOF SYSTEM AND NOTIFY DESIGN PROFESSIONAL IF LWIC AND/OR INSULATION IS DAMAGED OR

MISSING AND REQUIRES REPLACEMENT. (SEE UNIT PRICES AND ALLOWANCES).

20 ALL EQUIPMENT TO REMAIN SHALL BE PROTECTED FROM ROOFING ACTIVITIES.

21 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

22 PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF ACCESS LADDERS OR ACCESS

DOORS/HATCHES.

ROOF LEGEND

3/64" = 1'-0"A2.01

COMPOSITE ROOF PLAN1

ROOF PLAN NOTES

REVISION SCHEDULE

NO DATE DESCRIPTION

PROVIDE 3'-0" CLEARANCE

FROM EQUIPMENT TYP.

PROVIDE 3'-0" CLEARANCE

FROM EQUIPMENT TYP.

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

X"/1'-0" DIRECTION OF ROOF PITCH

DOWNSPOUTDS

VTR

NOT IN CONTRACT

R.D.

/4

1/2" / 1'-0" 1/2" / 1'-0"

/4

/4

1/2" / 1'-0"

/4

1/2" / 1'-0"

1/4" / 1'-0" 1/4" / 1'-0"

/4

1/4" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0" 1/4" / 1'-0"

/4

/4

1/4" / 1'-0"

/4

1/2" / 1'-0"

/4

1/2" / 1'-0"

/4

/4

1/4" / 1'-0"

/4

1/4

'-0

1/2" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0"

/4

/4

/4

1/4" / 1'-0" 1/4" / 1'-0"

/4

1/4" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0"

/4

WING 200

ADMIN, KITCHEN,

& MEDIA

WING 300

ADMIN, KITCHEN,

& MEDIA

W

ING 400

ADMIN, KITCHEN,

& MEDIA

WING 500 ADMIN, KITCHEN,

& MEDIA

NOT IN CONTRACT

1" E.J.

DS DS DS

DS

DS

3 3

3 3

7 78 8

THROUGH-WALL

SCUPPER. TYP.

ROOF DRAIN.

TYP.

TYP. TYP.

12 EXISTING ANTENNA.

WALK-OFF PAD AT

DOWNSPOUT OUTLET. TYP.

EDGE METAL AT PARAPET.

TYP.

A8.32

/4

A8.32

A8.32

A8.32

Sim

A8.32

Sim

A8.32

Sim

A8.32

Sim

A8.31

A8.32

Sim

A8.31

Sim

A8.32

Sim

A8.32

Sim

A8.32

Sim

A8.32

Sim

A8.32

A8.32

Sim

R.D.

R.D.

R.D.

R.D. R.D.

R.D.

R.D. R.D.

R.D.

R.D.

R1

R1

R1

R1

R1

07 54 19.B10PVC WALK-OFF PAD

07 54 19.B10PVC WALK-OFF PAD

MECHANICAL UNIT.

TYP.

2MECHANICAL UNIT.

TYP.

A8.31

INSTALL NEW PVC MEMBRANE. INSTALL NEW FLASHINGS, INCLUDING AT PENETRATIONS AND CURBS.

SEE DETAILS.

INSTALL NEW FLASHING AT EXISTING HVAC UNIT CURBS. REMOVE HVAC EQUIPMENT AS NEEDED TO

REPLACE CURB FLASHING. REPLACE SECTIONS OF DAMAGED CURBS. SEE UNIT PRICES.

INSTALL NEW ROOF DRAINS AND ASSOCIATED FLASHINGS AT EXISTING DRAIN LOCATIONS.

FIELD VERIFY DRAIN DIMENSIONS. NEW ROOF DRAINS TO MATCH EXISTING SIZES. REFER TO DETAILS.

INSTALL NEW PREFABRICATED PVC COATED THROUGH-WALL SCUPPERS AND FLASHING.

FIELD VERIFY SCUPPER DIMENSIONS.

INFILL DECK AND INSULATION (FLUSH) AT ABANDONED ROOF PENETRATIONS. INFILL MATERIAL TO

MATCH EXISTING ADJACENT ROOFING IN THICKNESS AND MATERIAL.

DO NOT DISTURB RATED INTERIOR EXPANSION JOINT MATERIALS. IF EXPANSION JOINT MATERIAL IS

DAMAGED OR MISSING, NOTIFY DESIGN PROFESSIONAL. SEE NEW CONSTRUCTION DETAILS FOR

EXPANSION JOINT DETAILS.

INSTALL NEW FASCIA WITH DRIP EDGE. SEE DETAILS.

FASCIA/DRIP EDGE TO MATCH EXISTING MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW GUTTERS AND DOWNSPOUTS. GUTTERS/DOWNSPOUTS TO MATCH EXISTING IN

MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW DOWNSPOUT BOOTS. DOWNSPOUT BOOTS TO TIE INTO EXISTING UNDERGROUND

STORM PIPING. DOWNSPOUT BOOTS TO MATCH EXISTING IN MATERIAL, FINISH AND DIMENSIONS.

INSTALL NEW EDGE METAL FASCIA TRIM AND ASSOCIATED FLASHINGS AT PARAPET CONDITIONS.

INSTALL 2'-0" x 3'-0" MIN. PVC WALK-OFF PADS AT EACH BOTTOM OF EACH DOWNSPOUT AT LOW-

SLOPE ROOF.

EXISTING ANTENNA TO REMAIN.

REPLACE ANY DAMAGED FASCIA AND MAKE WATERTIGHT CONNECTION. INSTALL 2'-0" x 3'-0" PVC

WALK-OFF PAD FULL LENGTH OF DRIP LINE.

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

Casey Brent Smith

G G

IAA

T

T

S

E

EOF OR

ARC H

IT

R

R

G E

I

E E D

ST

E C T

E

E

C

R T

IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

GYM

FACILITY NO: 689-0101

As indicated

/2

/2

:3 :4

P

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

L C

S S

M M

R e ro o f/

L

C S

S M

M R e ro o f_

R V

T

.r v t

A2.02

ROOF PLAN -

ADMIN, KITCHEN,

& MEDIA

JMJ

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

2026-14

KEYNOTE LEGEND - BY SHEET

NO. NOTE

07 54 19.B10 PVC WALK-OFF PAD

GENERAL ROOF PLAN NOTES

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

CONDITIONS, UNLESS NOTED OTHERWISE.

2 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN. NOTIFY ARCHITECT OF ANY PENETRATIONS

NOT SHOWN ON ROOF PLAN TO COORDINATE FINAL LOCATIONS.

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

DRAWINGS INDICATING ACTUAL SLOPES.

4 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDE MANUFACTURER'S

STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

5 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCE WITH SMACNA

SHEET METAL MANUAL, CURRENT EDITION.

6 ALL ROOF CURBS TO BE INSTALLED BY ROOFING CONTRACTOR.

7 INSTALL CAST IRON BOOTS AT BOTTOM OF ALL DOWNSPOUTS TIED TO UNDERGROUND STORM

PIPING. PAINT TO MATCH DOWNSPOUTS.

8 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH.

9 SLOPE ALL CRICKETS MINIMUM 1/4" PER FOOT, UNLESS NOTED OTHERWISE.

10 INSTALL FLASHING AT ALL ROOF PENETRATIONS.

11 GUTTERS SHALL BE SLOPED TOWARDS DOWNSPOUTS.

12 DOWNSPOUTS TO MATCH EXISTING IN SIZE AND FINISH, UNLESS NOTED OTHERWISE.

13 TOPS OF ROOF CURBS TO BE LEVEL.

14 FIELD VERIFY ALL EXISTING ITEMS THAT ARE TO BE REPLACED, INCLUDING ROOF DRAINS, EXPANSION

JOINT COVERS, PRIOR TO SHOP DRAWINGS/SUBMITTALS.

15 TOPS OF CURBS AND PENETRATIONS TO BE MINIMUM 8" ABOVE ROOF SURFACE. EXTEND CURBS AND

PENETRATIONS TO ACHIEVE 8" MINIMUM.

16 EXISTING ROOF SLOPES TO REMAIN. CONTACT DESIGN PROFESSIONAL IF EXISTING SLOPE IS NOT

CODE COMPLIANT OR IS RESULTING IN PONDING.

17 EXISTING BLOCKING IN GOOD CONDITION MAY REMAIN. DETERIORATED WOOD BLOCKING SHALL BE

REPLACED UNDER UNIT COST.

18 WHERE BLOCKING IS INSTALLED OVER MASONRY, UNDERLAY WITH 30# FELT AND PROVIDE 1/2"

CHEMICAL ANCHORS UNDER UNIT COST.

19 ONCE MEMBRANE IS REMOVED, ROOFING CONTRACTOR TO INVESTIGATE CONDITION OF EXISTING ROOF SYSTEM AND NOTIFY DESIGN PROFESSIONAL IF LWIC AND/OR INSULATION IS DAMAGED OR

MISSING AND REQUIRES REPLACEMENT. (SEE UNIT PRICES AND ALLOWANCES).

20 ALL EQUIPMENT TO REMAIN SHALL BE PROTECTED FROM ROOFING ACTIVITIES.

21 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

22 PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF ACCESS LADDERS OR ACCESS

DOORS/HATCHES.

ROOF LEGEND

1/8" = 1'-0"A2.02

ROOF PLAN - ADMIN, KITCHEN, & MEDIA1

ROOF PLAN NOTES

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

X"/1'-0" DIRECTION OF ROOF PITCH

DOWNSPOUTDS

VTR

NOT IN CONTRACT

R.D.

WING 200 ADMIN, KITCHEN,

& MEDIA

/4

NOT IN CONTRACT

DSDSDSDSDSDS

DS

DS

DS DS

DS DS DS DS DS DS DS DS DS

7 8 TYP.7 8 TYP.7 8 TYP.

7 8TYP.

7 8 TYP.

7 8 TYP. 7 8 TYP. 7 8 TYP. 7 8 TYP. 7 8 TYP.

/4

WALK-OFF PAD AT

DOWNSPOUT OUTLET.

TYP.

A8.32

Sim

A8.32

Sim

A8.32

Sim

A8.32

A8.32

A8.32

Sim

1/4" / 1'-0"

/4

R1

R1

5 5 5 5

9 9 9 9 9

INSTALL NEW PVC MEMBRANE. INSTALL NEW FLASHINGS, INCLUDING AT PENETRATIONS AND CURBS.

SEE DETAILS.

INSTALL NEW FLASHING AT EXISTING HVAC UNIT CURBS. REMOVE HVAC EQUIPMENT AS NEEDED TO

REPLACE CURB FLASHING. REPLACE SECTIONS OF DAMAGED CURBS. SEE UNIT PRICES.

INSTALL NEW ROOF DRAINS AND ASSOCIATED FLASHINGS AT EXISTING DRAIN LOCATIONS.

FIELD VERIFY DRAIN DIMENSIONS. NEW ROOF DRAINS TO MATCH EXISTING SIZES. REFER TO DETAILS.

INSTALL NEW PREFABRICATED PVC COATED THROUGH-WALL SCUPPERS AND FLASHING.

FIELD VERIFY SCUPPER DIMENSIONS.

INFILL DECK AND INSULATION (FLUSH) AT ABANDONED ROOF PENETRATIONS. INFILL MATERIAL TO

MATCH EXISTING ADJACENT ROOFING IN THICKNESS AND MATERIAL.

DO NOT DISTURB RATED INTERIOR EXPANSION JOINT MATERIALS. IF EXPANSION JOINT MATERIAL IS

DAMAGED OR MISSING, NOTIFY DESIGN PROFESSIONAL. SEE NEW CONSTRUCTION DETAILS FOR

EXPANSION JOINT DETAILS.

INSTALL NEW FASCIA WITH DRIP EDGE. SEE DETAILS.

FASCIA/DRIP EDGE TO MATCH EXISTING MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW GUTTERS AND DOWNSPOUTS. GUTTERS/DOWNSPOUTS TO MATCH EXISTING IN

MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW DOWNSPOUT BOOTS. DOWNSPOUT BOOTS TO TIE INTO EXISTING UNDERGROUND

STORM PIPING. DOWNSPOUT BOOTS TO MATCH EXISTING IN MATERIAL, FINISH AND DIMENSIONS.

INSTALL NEW EDGE METAL FASCIA TRIM AND ASSOCIATED FLASHINGS AT PARAPET CONDITIONS.

INSTALL 2'-0" x 3'-0" MIN. PVC WALK-OFF PADS AT EACH BOTTOM OF EACH DOWNSPOUT AT LOW-

SLOPE ROOF.

EXISTING ANTENNA TO REMAIN.

REPLACE ANY DAMAGED FASCIA AND MAKE WATERTIGHT CONNECTION. INSTALL 2'-0" x 3'-0" PVC

WALK-OFF PAD FULL LENGTH OF DRIP LINE.

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

Casey Brent Smith

G G

IAA

T

T

S

E

EOF OR

ARC H

IT

R

R

G E

I

E E D

ST

E C T

E

E

C

R T

IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

GYM

FACILITY NO: 689-0101

As indicated

/2

/2

:3 :4

P

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

L C

S S

M M

R e ro o f/

L

C S

S M

M R e ro o f_

R V

T

.r v t

A2.03

ROOF PLAN -

CLASSROOM

WING 200

JMJ

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

2026-14

KEYNOTE LEGEND - BY SHEET

NO. NOTE

GENERAL ROOF PLAN NOTES

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

CONDITIONS, UNLESS NOTED OTHERWISE.

2 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN. NOTIFY ARCHITECT OF ANY PENETRATIONS

NOT SHOWN ON ROOF PLAN TO COORDINATE FINAL LOCATIONS.

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

DRAWINGS INDICATING ACTUAL SLOPES.

4 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDE MANUFACTURER'S

STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

5 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCE WITH SMACNA

SHEET METAL MANUAL, CURRENT EDITION.

6 ALL ROOF CURBS TO BE INSTALLED BY ROOFING CONTRACTOR.

7 INSTALL CAST IRON BOOTS AT BOTTOM OF ALL DOWNSPOUTS TIED TO UNDERGROUND STORM

PIPING. PAINT TO MATCH DOWNSPOUTS.

8 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH.

9 SLOPE ALL CRICKETS MINIMUM 1/4" PER FOOT, UNLESS NOTED OTHERWISE.

10 INSTALL FLASHING AT ALL ROOF PENETRATIONS.

11 GUTTERS SHALL BE SLOPED TOWARDS DOWNSPOUTS.

12 DOWNSPOUTS TO MATCH EXISTING IN SIZE AND FINISH, UNLESS NOTED OTHERWISE.

13 TOPS OF ROOF CURBS TO BE LEVEL.

14 FIELD VERIFY ALL EXISTING ITEMS THAT ARE TO BE REPLACED, INCLUDING ROOF DRAINS, EXPANSION

JOINT COVERS, PRIOR TO SHOP DRAWINGS/SUBMITTALS.

15 TOPS OF CURBS AND PENETRATIONS TO BE MINIMUM 8" ABOVE ROOF SURFACE. EXTEND CURBS AND

PENETRATIONS TO ACHIEVE 8" MINIMUM.

16 EXISTING ROOF SLOPES TO REMAIN. CONTACT DESIGN PROFESSIONAL IF EXISTING SLOPE IS NOT

CODE COMPLIANT OR IS RESULTING IN PONDING.

17 EXISTING BLOCKING IN GOOD CONDITION MAY REMAIN. DETERIORATED WOOD BLOCKING SHALL BE

REPLACED UNDER UNIT COST.

18 WHERE BLOCKING IS INSTALLED OVER MASONRY, UNDERLAY WITH 30# FELT AND PROVIDE 1/2"

CHEMICAL ANCHORS UNDER UNIT COST.

19 ONCE MEMBRANE IS REMOVED, ROOFING CONTRACTOR TO INVESTIGATE CONDITION OF EXISTING ROOF SYSTEM AND NOTIFY DESIGN PROFESSIONAL IF LWIC AND/OR INSULATION IS DAMAGED OR

MISSING AND REQUIRES REPLACEMENT. (SEE UNIT PRICES AND ALLOWANCES).

20 ALL EQUIPMENT TO REMAIN SHALL BE PROTECTED FROM ROOFING ACTIVITIES.

21 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

22 PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF ACCESS LADDERS OR ACCESS

DOORS/HATCHES.

ROOF LEGEND

1/8" = 1'-0"A2.03

ROOF PLAN - CLASSROOM WING 2001

ROOF PLAN NOTES

TRUE NORTH PROJECT NORTH

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

X"/1'-0" DIRECTION OF ROOF PITCH

DOWNSPOUTDS

VTR

NOT IN CONTRACT

R.D.

WING 300

ADMIN, KITCHEN,

& MEDIA

/4

/4

1" E.J.

DSDSDSDSDSDSDSDSDSDS

DS

DS

DS DS DS DS DS DS DS DS

DS

DS

7 8 TYP.7 8 TYP.7 8 TYP.7 8 TYP.7 8 TYP.

7 8TYP.

7 8 TYP. 7 8 TYP. 7 8 TYP. 7 8 TYP.

7 8TYP.

1/4" / 1'-0"

A8.32

A8.32

Sim

A8.32

Sim

A8.31

Sim

R1

R1

5 5

999999

9 9 9 9

INSTALL NEW PVC MEMBRANE. INSTALL NEW FLASHINGS, INCLUDING AT PENETRATIONS AND CURBS.

SEE DETAILS.

INSTALL NEW FLASHING AT EXISTING HVAC UNIT CURBS. REMOVE HVAC EQUIPMENT AS NEEDED TO

REPLACE CURB FLASHING. REPLACE SECTIONS OF DAMAGED CURBS. SEE UNIT PRICES.

INSTALL NEW ROOF DRAINS AND ASSOCIATED FLASHINGS AT EXISTING DRAIN LOCATIONS.

FIELD VERIFY DRAIN DIMENSIONS. NEW ROOF DRAINS TO MATCH EXISTING SIZES. REFER TO DETAILS.

INSTALL NEW PREFABRICATED PVC COATED THROUGH-WALL SCUPPERS AND FLASHING.

FIELD VERIFY SCUPPER DIMENSIONS.

INFILL DECK AND INSULATION (FLUSH) AT ABANDONED ROOF PENETRATIONS. INFILL MATERIAL TO

MATCH EXISTING ADJACENT ROOFING IN THICKNESS AND MATERIAL.

DO NOT DISTURB RATED INTERIOR EXPANSION JOINT MATERIALS. IF EXPANSION JOINT MATERIAL IS

DAMAGED OR MISSING, NOTIFY DESIGN PROFESSIONAL. SEE NEW CONSTRUCTION DETAILS FOR

EXPANSION JOINT DETAILS.

INSTALL NEW FASCIA WITH DRIP EDGE. SEE DETAILS.

FASCIA/DRIP EDGE TO MATCH EXISTING MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW GUTTERS AND DOWNSPOUTS. GUTTERS/DOWNSPOUTS TO MATCH EXISTING IN

MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW DOWNSPOUT BOOTS. DOWNSPOUT BOOTS TO TIE INTO EXISTING UNDERGROUND

STORM PIPING. DOWNSPOUT BOOTS TO MATCH EXISTING IN MATERIAL, FINISH AND DIMENSIONS.

INSTALL NEW EDGE METAL FASCIA TRIM AND ASSOCIATED FLASHINGS AT PARAPET CONDITIONS.

INSTALL 2'-0" x 3'-0" MIN. PVC WALK-OFF PADS AT EACH BOTTOM OF EACH DOWNSPOUT AT LOW-

SLOPE ROOF.

EXISTING ANTENNA TO REMAIN.

REPLACE ANY DAMAGED FASCIA AND MAKE WATERTIGHT CONNECTION. INSTALL 2'-0" x 3'-0" PVC

WALK-OFF PAD FULL LENGTH OF DRIP LINE.

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

Casey Brent Smith

G G

IAA

T

T

S

E

EOF OR

ARC H

IT

R

R

G E

I

E E D

ST

E C T

E

E

C

R T

IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

GYM

FACILITY NO: 689-0101

As indicated

/2

/2

:3 :4

P

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

L C

S S

M M

R e ro o f/

L

C S

S M

M R e ro o f_

R V

T

.r v t

A2.04

ROOF PLAN -

CLASSROOM

WING 300

JMJ

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

2026-14

KEYNOTE LEGEND - BY SHEET

NO. NOTE

GENERAL ROOF PLAN NOTES

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

CONDITIONS, UNLESS NOTED OTHERWISE.

2 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN. NOTIFY ARCHITECT OF ANY PENETRATIONS

NOT SHOWN ON ROOF PLAN TO COORDINATE FINAL LOCATIONS.

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

DRAWINGS INDICATING ACTUAL SLOPES.

4 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDE MANUFACTURER'S

STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

5 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCE WITH SMACNA

SHEET METAL MANUAL, CURRENT EDITION.

6 ALL ROOF CURBS TO BE INSTALLED BY ROOFING CONTRACTOR.

7 INSTALL CAST IRON BOOTS AT BOTTOM OF ALL DOWNSPOUTS TIED TO UNDERGROUND STORM

PIPING. PAINT TO MATCH DOWNSPOUTS.

8 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH.

9 SLOPE ALL CRICKETS MINIMUM 1/4" PER FOOT, UNLESS NOTED OTHERWISE.

10 INSTALL FLASHING AT ALL ROOF PENETRATIONS.

11 GUTTERS SHALL BE SLOPED TOWARDS DOWNSPOUTS.

12 DOWNSPOUTS TO MATCH EXISTING IN SIZE AND FINISH, UNLESS NOTED OTHERWISE.

13 TOPS OF ROOF CURBS TO BE LEVEL.

14 FIELD VERIFY ALL EXISTING ITEMS THAT ARE TO BE REPLACED, INCLUDING ROOF DRAINS, EXPANSION

JOINT COVERS, PRIOR TO SHOP DRAWINGS/SUBMITTALS.

15 TOPS OF CURBS AND PENETRATIONS TO BE MINIMUM 8" ABOVE ROOF SURFACE. EXTEND CURBS AND

PENETRATIONS TO ACHIEVE 8" MINIMUM.

16 EXISTING ROOF SLOPES TO REMAIN. CONTACT DESIGN PROFESSIONAL IF EXISTING SLOPE IS NOT

CODE COMPLIANT OR IS RESULTING IN PONDING.

17 EXISTING BLOCKING IN GOOD CONDITION MAY REMAIN. DETERIORATED WOOD BLOCKING SHALL BE

REPLACED UNDER UNIT COST.

18 WHERE BLOCKING IS INSTALLED OVER MASONRY, UNDERLAY WITH 30# FELT AND PROVIDE 1/2"

CHEMICAL ANCHORS UNDER UNIT COST.

19 ONCE MEMBRANE IS REMOVED, ROOFING CONTRACTOR TO INVESTIGATE CONDITION OF EXISTING ROOF SYSTEM AND NOTIFY DESIGN PROFESSIONAL IF LWIC AND/OR INSULATION IS DAMAGED OR

MISSING AND REQUIRES REPLACEMENT. (SEE UNIT PRICES AND ALLOWANCES).

20 ALL EQUIPMENT TO REMAIN SHALL BE PROTECTED FROM ROOFING ACTIVITIES.

21 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

22 PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF ACCESS LADDERS OR ACCESS

DOORS/HATCHES.

ROOF LEGEND

1/8" = 1'-0"A2.04

ROOF PLAN - CLASSROOM WING 3001

ROOF PLAN NOTES

TRUE NORTH PROJECT NORTH

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

X"/1'-0" DIRECTION OF ROOF PITCH

DOWNSPOUTDS

VTR

NOT IN CONTRACT

R.D.

WING 400 ADMIN, KITCHEN,

& MEDIA

/4

/4

1" E.J.

DS

DSDSDSDSDSDSDSDS

DS

DS

DS DS DS DS DS DS DS DS DS

7 8TYP.7 8 TYP.7 8 TYP.7 8 TYP.

7 8TYP.

7 8 TYP. 7 8 TYP. 7 8 TYP. 7 8 TYP. 7 8 TYP.

1/4" / 1'-0"

A8.32

Sim

A8.32

Sim

A8.32

Sim

A8.31

Sim

R1

R1

9 9 9 9 9

INSTALL NEW PVC MEMBRANE. INSTALL NEW FLASHINGS, INCLUDING AT PENETRATIONS AND CURBS.

SEE DETAILS.

INSTALL NEW FLASHING AT EXISTING HVAC UNIT CURBS. REMOVE HVAC EQUIPMENT AS NEEDED TO

REPLACE CURB FLASHING. REPLACE SECTIONS OF DAMAGED CURBS. SEE UNIT PRICES.

INSTALL NEW ROOF DRAINS AND ASSOCIATED FLASHINGS AT EXISTING DRAIN LOCATIONS.

FIELD VERIFY DRAIN DIMENSIONS. NEW ROOF DRAINS TO MATCH EXISTING SIZES. REFER TO DETAILS.

INSTALL NEW PREFABRICATED PVC COATED THROUGH-WALL SCUPPERS AND FLASHING.

FIELD VERIFY SCUPPER DIMENSIONS.

INFILL DECK AND INSULATION (FLUSH) AT ABANDONED ROOF PENETRATIONS. INFILL MATERIAL TO

MATCH EXISTING ADJACENT ROOFING IN THICKNESS AND MATERIAL.

DO NOT DISTURB RATED INTERIOR EXPANSION JOINT MATERIALS. IF EXPANSION JOINT MATERIAL IS

DAMAGED OR MISSING, NOTIFY DESIGN PROFESSIONAL. SEE NEW CONSTRUCTION DETAILS FOR

EXPANSION JOINT DETAILS.

INSTALL NEW FASCIA WITH DRIP EDGE. SEE DETAILS.

FASCIA/DRIP EDGE TO MATCH EXISTING MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW GUTTERS AND DOWNSPOUTS. GUTTERS/DOWNSPOUTS TO MATCH EXISTING IN

MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW DOWNSPOUT BOOTS. DOWNSPOUT BOOTS TO TIE INTO EXISTING UNDERGROUND

STORM PIPING. DOWNSPOUT BOOTS TO MATCH EXISTING IN MATERIAL, FINISH AND DIMENSIONS.

INSTALL NEW EDGE METAL FASCIA TRIM AND ASSOCIATED FLASHINGS AT PARAPET CONDITIONS.

INSTALL 2'-0" x 3'-0" MIN. PVC WALK-OFF PADS AT EACH BOTTOM OF EACH DOWNSPOUT AT LOW-

SLOPE ROOF.

EXISTING ANTENNA TO REMAIN.

REPLACE ANY DAMAGED FASCIA AND MAKE WATERTIGHT CONNECTION. INSTALL 2'-0" x 3'-0" PVC

WALK-OFF PAD FULL LENGTH OF DRIP LINE.

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

Casey Brent Smith

G G

IAA

T

T

S

E

EOF OR

ARC H

IT

R

R

G E

I

E E D

ST

E C T

E

E

C

R T

IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

GYM

FACILITY NO: 689-0101

As indicated

/2

/2

:3 :4

P

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

L C

S S

M M

R e ro o f/

L

C S

S M

M R e ro o f_

R V

T

.r v t

A2.05

ROOF PLAN -

CLASSROOM

WING 400

JMJ

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

2026-14

KEYNOTE LEGEND - BY SHEET

NO. NOTE

GENERAL ROOF PLAN NOTES

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

CONDITIONS, UNLESS NOTED OTHERWISE.

2 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN. NOTIFY ARCHITECT OF ANY PENETRATIONS

NOT SHOWN ON ROOF PLAN TO COORDINATE FINAL LOCATIONS.

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

DRAWINGS INDICATING ACTUAL SLOPES.

4 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDE MANUFACTURER'S

STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

5 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCE WITH SMACNA

SHEET METAL MANUAL, CURRENT EDITION.

6 ALL ROOF CURBS TO BE INSTALLED BY ROOFING CONTRACTOR.

7 INSTALL CAST IRON BOOTS AT BOTTOM OF ALL DOWNSPOUTS TIED TO UNDERGROUND STORM

PIPING. PAINT TO MATCH DOWNSPOUTS.

8 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH.

9 SLOPE ALL CRICKETS MINIMUM 1/4" PER FOOT, UNLESS NOTED OTHERWISE.

10 INSTALL FLASHING AT ALL ROOF PENETRATIONS.

11 GUTTERS SHALL BE SLOPED TOWARDS DOWNSPOUTS.

12 DOWNSPOUTS TO MATCH EXISTING IN SIZE AND FINISH, UNLESS NOTED OTHERWISE.

13 TOPS OF ROOF CURBS TO BE LEVEL.

14 FIELD VERIFY ALL EXISTING ITEMS THAT ARE TO BE REPLACED, INCLUDING ROOF DRAINS, EXPANSION

JOINT COVERS, PRIOR TO SHOP DRAWINGS/SUBMITTALS.

15 TOPS OF CURBS AND PENETRATIONS TO BE MINIMUM 8" ABOVE ROOF SURFACE. EXTEND CURBS AND

PENETRATIONS TO ACHIEVE 8" MINIMUM.

16 EXISTING ROOF SLOPES TO REMAIN. CONTACT DESIGN PROFESSIONAL IF EXISTING SLOPE IS NOT

CODE COMPLIANT OR IS RESULTING IN PONDING.

17 EXISTING BLOCKING IN GOOD CONDITION MAY REMAIN. DETERIORATED WOOD BLOCKING SHALL BE

REPLACED UNDER UNIT COST.

18 WHERE BLOCKING IS INSTALLED OVER MASONRY, UNDERLAY WITH 30# FELT AND PROVIDE 1/2"

CHEMICAL ANCHORS UNDER UNIT COST.

19 ONCE MEMBRANE IS REMOVED, ROOFING CONTRACTOR TO INVESTIGATE CONDITION OF EXISTING ROOF SYSTEM AND NOTIFY DESIGN PROFESSIONAL IF LWIC AND/OR INSULATION IS DAMAGED OR

MISSING AND REQUIRES REPLACEMENT. (SEE UNIT PRICES AND ALLOWANCES).

20 ALL EQUIPMENT TO REMAIN SHALL BE PROTECTED FROM ROOFING ACTIVITIES.

21 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

22 PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF ACCESS LADDERS OR ACCESS

DOORS/HATCHES.

ROOF LEGEND

1/8" = 1'-0"A2.05

ROOF PLAN - CLASSROOM WING 4001

ROOF PLAN NOTES

TRUE NORTH PROJECT NORTH

EXHAUST FAN WITH MANUFACTURED CURB

ROOF DRAIN

X"/1'-0" DIRECTION OF ROOF PITCH

DOWNSPOUTDS

VTR

NOT IN CONTRACT

R.D.

WING 500 ADMIN, KITCHEN,

& MEDIA

/4

NOT IN

CONTRACT

1" E.J.

DSDSDSDSDSDSDSDSDSDS

DS

DS

DS DS DS DS DS DS DS DS DS

7 8 TYP.7 8 TYP.7 8 TYP.7 8 TYP.7 8 TYP.

7 8TYP.

7 8 TYP. 7 8 TYP. 7 8 TYP. 7 8 TYP.

/4

1/4" / 1'-0"

A8.32

Sim

A8.32

Sim

A8.32

Sim

A8.31

Sim

R1

R1

99999

9 9 9 9

INSTALL NEW PVC MEMBRANE. INSTALL NEW FLASHINGS, INCLUDING AT PENETRATIONS AND CURBS.

SEE DETAILS.

INSTALL NEW FLASHING AT EXISTING HVAC UNIT CURBS. REMOVE HVAC EQUIPMENT AS NEEDED TO

REPLACE CURB FLASHING. REPLACE SECTIONS OF DAMAGED CURBS. SEE UNIT PRICES.

INSTALL NEW ROOF DRAINS AND ASSOCIATED FLASHINGS AT EXISTING DRAIN LOCATIONS.

FIELD VERIFY DRAIN DIMENSIONS. NEW ROOF DRAINS TO MATCH EXISTING SIZES. REFER TO DETAILS.

INSTALL NEW PREFABRICATED PVC COATED THROUGH-WALL SCUPPERS AND FLASHING.

FIELD VERIFY SCUPPER DIMENSIONS.

INFILL DECK AND INSULATION (FLUSH) AT ABANDONED ROOF PENETRATIONS. INFILL MATERIAL TO

MATCH EXISTING ADJACENT ROOFING IN THICKNESS AND MATERIAL.

DO NOT DISTURB RATED INTERIOR EXPANSION JOINT MATERIALS. IF EXPANSION JOINT MATERIAL IS

DAMAGED OR MISSING, NOTIFY DESIGN PROFESSIONAL. SEE NEW CONSTRUCTION DETAILS FOR

EXPANSION JOINT DETAILS.

INSTALL NEW FASCIA WITH DRIP EDGE. SEE DETAILS.

FASCIA/DRIP EDGE TO MATCH EXISTING MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW GUTTERS AND DOWNSPOUTS. GUTTERS/DOWNSPOUTS TO MATCH EXISTING IN

MATERIAL, FINISH, PROFILE AND DIMENSIONS.

INSTALL NEW DOWNSPOUT BOOTS. DOWNSPOUT BOOTS TO TIE INTO EXISTING UNDERGROUND

STORM PIPING. DOWNSPOUT BOOTS TO MATCH EXISTING IN MATERIAL, FINISH AND DIMENSIONS.

INSTALL NEW EDGE METAL FASCIA TRIM AND ASSOCIATED FLASHINGS AT PARAPET CONDITIONS.

INSTALL 2'-0" x 3'-0" MIN. PVC WALK-OFF PADS AT EACH BOTTOM OF EACH DOWNSPOUT AT LOW-

SLOPE ROOF.

EXISTING ANTENNA TO REMAIN.

REPLACE ANY DAMAGED FASCIA AND MAKE WATERTIGHT CONNECTION. INSTALL 2'-0" x 3'-0" PVC

WALK-OFF PAD FULL LENGTH OF DRIP LINE.

517 EAST CONGRESS STREET

SAVANNAH, GEORGIA 31401

tel 912.234.6318 fax 912.236.8414 cogdellmendrala.com

SEAL

SHEET TITLE

PROJECT NO:

DRAWN BY:

DATE:

SCALE:

SHEET

KEY PLAN

Casey Brent Smith

G G

IAA

T

T

S

E

EOF OR

ARC H

IT

R

R

G E

I

E E D

ST

E C T

E

E

C

R T

IF ICAT D ON . 49

STRUCTURAL ENGINEERS

TRUE NORTH PROJECT NORTHSCALE

COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC

OWNER NO:

SAUSSY ENGINEERING

400 JOHNNY MERCER BLVD. SUITE E

SAVANNAH, GA 31410

NOT TO SCALE

GYM

FACILITY NO: 689-0101

As indicated

/2

/2

:3 :4

P

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

L C

S S

M M

R e ro o f/

L

C S

S M

M R e ro o f_

R V

T

.r v t

A2.06

ROOF PLAN -

CLASSROOM

WING 500

JMJ

FEBRUARY 2026

CONSTRUCTION

DOCUMENTS

LCSS MIDWAY

MIDDLE SCHOOL

ROOF

REPLACEMENT

425 EDGEWATER DRIVE

MIDWAY, GA 31320

LIBERTY COUNTY SCHOOL

SYSTEM

MIDWAY MIDDLE SCHOOL

2026-14

KEYNOTE LEGEND - BY SHEET

NO. NOTE

GENERAL ROOF PLAN NOTES

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

CONDITIONS, UNLESS NOTED OTHERWISE.

2 NOT ALL PENETRATIONS ARE SHOWN ON ROOF PLAN. NOTIFY ARCHITECT OF ANY PENETRATIONS

NOT SHOWN ON ROOF PLAN TO COORDINATE FINAL LOCATIONS.

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

DRAWINGS INDICATING ACTUAL SLOPES.

4 AT PENETRATIONS IN 07 54 19 POLYVINYLCHLORIDE (PVC) ROOFING , PROVIDE MANUFACTURER'S

STANDARD FLASHING - TO BE INCLUDED IN WARRANTY.

5 INSTALL ALL SHEET METAL FLASHINGS AT ROOF PENETRATIONS IN ACCORDANCE WITH SMACNA

SHEET METAL MANUAL, CURRENT EDITION.

6 ALL ROOF CURBS TO BE INSTALLED BY ROOFING CONTRACTOR.

7 INSTALL CAST IRON BOOTS AT BOTTOM OF ALL DOWNSPOUTS TIED TO UNDERGROUND STORM

PIPING. PAINT TO MATCH DOWNSPOUTS.

8 PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS EXCEEDING 30" IN WIDTH.

9 SLOPE ALL CRICKETS MINIMUM 1/4" PER FOOT, UNLESS NOTED OTHERWISE.

10 INSTALL FLASHING AT ALL ROOF PENETRATIONS.

11 GUTTERS SHALL BE SLOPED TOWARDS DOWNSPOUTS.

12 DOWNSPOUTS TO MATCH EXISTING IN SIZE AND FINISH, UNLESS NOTED OTHERWISE.

13 TOPS OF ROOF CURBS TO BE LEVEL.

14 FIELD VERIFY ALL EXISTING ITEMS THAT ARE TO BE REPLACED, INCLUDING ROOF DRAINS, EXPANSION

JOINT COVERS, PRIOR TO SHOP DRAWINGS/SUBMITTALS.

15 TOPS OF CURBS AND PENETRATIONS TO BE MINIMUM 8" ABOVE ROOF SURFACE. EXTEND CURBS AND

PENETRATIONS TO ACHIEVE 8" MINIMUM.

16 EXISTING ROOF SLOPES TO REMAIN. CONTACT DESIGN PROFESSIONAL IF EXISTING SLOPE IS NOT

CODE COMPLIANT OR IS RESULTING IN PONDING.

17 EXISTING BLOCKING IN GOOD CONDITION MAY REMAIN. DETERIORATED WOOD BLOCKING SHALL BE

REPLACED UNDER UNIT COST.

18 WHERE BLOCKING IS INSTALLED OVER MASONRY, UNDERLAY WITH 30# FELT AND PROVIDE 1/2"

CHEMICAL ANCHORS UNDER UNIT COST.

19 ONCE MEMBRANE IS REMOVED, ROOFING CONTRACTOR TO INVESTIGATE CONDITION OF EXISTING ROOF SYSTEM AND NOTIFY DESIGN PROFESSIONAL IF LWIC AND/OR INSULATION IS DAMAGED OR

MISSING AND REQUIRES REPLACEMENT. (SEE UNIT PRICES AND ALLOWANCES).

20 ALL EQUIPMENT TO REMAIN SHALL BE PROTECTED FROM ROOFING ACTIVITIES.

21 ALL EXPOSED, UNPREFINISHED EXTERIOR METAL SURFACES SHALL BE PAINTED.

22 PROVIDE ROOF PROTECTION PAD AT TOP AND BOTTOM OF ALL ROOF ACCESS LADDERS OR ACCESS

DOORS/HATCHES.

ROOF LEGEND

1/8" = 1'-0"A2.06

ROOF PLAN - CLASSROOM WING 5001

ROOF PLAN NOTES

NOTES:

1. EXISTING ROOF DRAIN SIZES VARY.

EXISTING DRAIN BODY

RAIN WATER LEADER - FIELD VERIFY DIAMETER

MECHANICAL WATERTIGHT CONNECTION SEAL

EXISTING DRAIN BOWL

PVC COATED ALUMINUM FLANGE

ROOFING MANUF'S RECOMMENDED SEALANT

07 54 19.A7 MANUFACTURED RETROFIT DRAIN

07 54 19.B2 FLASHING MEMBRANE

07 54 19 POLYVINYL CHLORIDE ROOFING

EXISTING STEEL DECK

EXISTING WOOD BLOCKING.

SEE GENERAL NOTE 17, SHEET A2.01

RETROFIT DRAIN RETAINING CLIPS

AT PERIMETER OF

SCUPPER OPENING.

FASTEN USING GALVANIZED ANNULAR

RING NAILS AT 4" O.C. STAGGERED.

ADHERED.

07 54 19 POLYVINYL CHLORIDE ROOFING

07 54 19.B2 FLASHING MEMBRANE

07 54 19.D22

PREFABRICATED PVC CLAD METAL

SCUPPER

07 54 19.B2 FLASHING MEMBRANE

07 54 19.B2 FLASHING MEMBRANE

07 92 00.A1SEALANT

EXISTING STRUCTURAL DECK

EXISTING RIGID INSULATION

EXISTING WOOD BLOCKING

EXIST. PLUMB. VENT

(NOTE - IF VENT TERMINATES LESS

THAN 8" ABOVE MEMBRANE, EXTEND

PIPE TO TERMINATE ABOVE 8")

07 54 19

POLYVINYL

CHLORIDE ROOFING

07 54 19.I

PREFABRICATED

STACK/PIPE BOOT

AND CLAMP

EXISTING DECK

EXISTING INSULATION SYSTEM

8" M

IN

M

IN

1"

07 54 19.B5 BASE FLASH

07 92 00.A1 SEALANT

8" M

IN

EXISTING HOT STACK

07 92 00.A1 SEALANT

(HIGH TEMPERATURE)

RAIN COLLAR

07 54 19.B2 FLASHING MEMBRANE

07 54 19.B5 BASE FLASH

07 54 19

POLYVINYL

CHLORIDE ROOFING

STAINLESS STEEL HOSE CLAMP

METAL…