LCSS Canopy Repairs RFP 2026-10
| Location: | Georgia |
|---|---|
| Posted: | Jan 18, 2026 |
| Due: | Feb 17, 2026 |
| Agency: | Liberty County School System |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
LCSS Canopy Repairs RFP 2026-10
1/17/2026
200 Bradwell St
Hinesville
GA
31313
Title:
LCSS Canopy Repairs RFP 2026-10
Description:
The Liberty County School System wishes to announce that we are requesting bids for LCSS Canopy Repairs under RFP 2026-10 by a firm authorized to do business in the State of Georgia. The advertising dates for this RFP 2026-11 are January 16, 2026, through February 17, 2026. Bids will be accepted prior to 10:00 A.M. on Tuesday, February 17, 2026, at which time they will be entered into a register. A Mandatory Pre-Bid Conference will be held on January 29, 2026, at 10:00 A.M., at Button Gwinnett Elementary School, 635 Taylor Rd, Hinesville, GA 31313. All prospective bidders are required to attend.
Start Date:
1/17/2026
Contact Name:
Austin Atkinson
Contact Phone:
9128760080
Contact Email:
Contact Address:
200 Bradwell St
Contact City:
Hinesville
Contact State:
GA
Contact Zip:
31313
Files:
- 2508 LCSS Canopy Repair_V1 LH__2025_1_16 (1.44 MB)
- 2508 LCSS Canopy Repair_V2 WP__2025_1_16 (1.77 MB)
- 2508 LCSS Canopy Repair_V3 BG__2025_1_16 (2.89 MB)
- 2508_LCSS-CANOPY-REPAIR_SPECS_01162026 (18.24 MB)
Attachment Preview
LCSS CANOPY REPAIR
VOL. I - LYMAN HALL ELEMENTARY SCHOOL
LIBERTY COUNTY SCHOOL SYSTEM
1396 SHAW RD., HINESVILLE, GA 31313
OWNER PROJECT NUMBER 2026-10
FACILITY NO. 689-0183
ARCH. PROJECT NO. 2508
CONSTRUCTION DOCUMENTS
JANUARY 2026
OWNER
LIBERTY COUNTY SCHOOL SYSTEM
200 BRADWELL STREET, HINESVILLE, GA 31313
ARCHITECTS
COGDELL & MENDRALA ARCHITECTS, PC
517 E CONGRESS ST. SAVANNAH, GEORGIA, 31401
912.234.6318
CONSULTANTS
STRUCTURAL ENGINEERS
SAUSSY ENGINEERING
400 JOHNNY MERCER BLVD. SUITE E SAVANNAH, GA 31410
912.898.8255
MEP ENGINEERS
METHOD ENGINEERING GROUP
1020 DRAYTON STREET, SUITE 101, SAVANNAH, GA 31401
912.963.1611
SHEET
T1.0
COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC
VOLUME I SHEET LIST - GENERAL
Sheet
Number
G0.01
G0.02
Sheet Name
SHEET LIST
GENERAL PROJECT INFORMATION
REV. DATE
REV.
VOLUME I SHEET LIST - STRUCTURAL
Sheet
Number
Sheet Name
S1.01 STRUCTURAL NOTES
REV. DATE
REV.
VOLUME I SHEET LIST - DEMOLITION
Sheet
Number
Sheet Name
D2.01 DEMOLITION - FLOOR PLAN AND ROOF PLAN
REV. DATE
REV.
VOLUME I 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 I SHEET LIST - ELECTRICAL
Sheet
Number
E1.01 ELECTRICAL PLAN
Sheet Name
REV. DATE
REV.
CogdellMendrala Architects
517 EAST CONGRESS STREET
SAVANNAH, GEORGIA 31401
tel 912.234.6318
fax 912.236.8414
cogdellmendrala.com
LCSS CANOPY
REPAIR
VOLUME I - LYMAN
HALL ELEMENTARY
SCHOOL
LIBERTY COUNTY SCHOOL
SYSTEM
1396 SHAW RD, HINESVILLE, GA 31313
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
SEAL
CONSTRUCTION
DOCUMENTS
KEY PLAN
LYMAN HALL
ELEMENTARY SCHOOL
SCOPE OF WORK
SCALE
N.T.S.
TRUE NORTH PROJECT NORTH
REVISION SCHEDULE
NO DATE
DESCRIPTION
SHEET TITLE
SHEET LIST
OWNER NO:
PROJECT NO:
DATE:
DRAWN BY:
SCALE:
FACILITY NO.:
2026-10
2508
JANUARY 2026
MAB
689-0183
SHEET
G0.01
COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC
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.
GRAPHIC SYMBOLS
MATERIAL LEGEND
PLAN LEGEND
METAL STUD
PARTITION
CONCRETE MASONRY
PARTITION
EXISTING
CONSTRUCTION
CONSTRUCTION TO BE
REMOVED
SECTION
EARTH/COMPACT FILL
POROUS FILL
CONCRETE
SAND, GYPSUM BOARD
MORTAR, PLASTER
CONCRETE MASONRY
ROUGH WOOD
WOOD BLOCKING
ASPHALT FILL
EXISTING BUILDING
FOOTPRINT
ASPHALT
BATT INSULATION
RIGID INSULATION
BRICK VENEER
STEEL/OTHER METALS
PLYWOOD
GYPSUM BOARD
ACOUSTICAL CLG. TILE
FINISH WOOD
KEYNOTE LEGEND - MASTER
NO.
NOTE
03 30 00.A
03 30 00.B
03 30 00.G
03 30 00.P2
03 48 16
07 92 00
10 73 26
10 73 26.B1
10 73 26.F
10 73 26.F1
10 73 26.H
32 93 00
CAST-IN-PLACE CONCRETE
CAST-IN-PLACE CONCRETE SEE STRUCT.
WELDED WIRE MESH SEE STRUCT.
1/2" PEJ
PRECAST CONCRETE SPLASH BLOCKS
JOINT SEALANT
MANUF. WALKWAY COVERS
MANUF. DRAINING COLUMN
FLASHING
FASCIA
SUPPORT STRUT
MULCH
DRAWING
TITLE
BUILDING
SECTION
WALL
SECTION
PLAN OR
SECTION
DETAIL
EXTERIOR
ELEVATION
INTERIOR
ELEVATION
NORTH
ARROW
DWG NO.
1 TITLE OF DRAWING
A0.1 1/8" = 1'-0"
1
A0.1
DWG NO.
SHEET NO. WHERE
SECT. IS DRAWN
SECT. LINE
1
A0.1
1
A0.1
1
A0.1
1
A0.1
DWG NO.
SHEET NO. WHERE
SECT. IS DRAWN
DWG NO.
DASHES
AROUND
AREA
DETAILED
SHEET NO. WHERE
DET. IS DRAWN
DRAWING NO.
SHEET NO. WHERE
ELEV. IS DRAWN
1
A0.1
DRAWING NO.
SHEET NO. WHERE
ELEV. IS DRAWN
SECT. LINE
1
4
A0.1
2
3
1
4
A0.1
2
3
ROOM TAG
DOOR TAG
LOBBY
H100
ROOM NAME
ROOM NO.
100A
DOOR NO.
ROOF TAG
SEE A0.03
FLOOR TAG
SEE A0.03
EXTERIOR WALL TAG
SEE A0.03
INTERIOR PARTITION TAG
SEE A0.04
R1
S1
X.X
X.X
X.X.X
XX
ROOF TYPE
FLOOR TYPE
EXTERIOR
WALL TYPE
INTERIOR
WALL TYPE
C1
CURTAIN WALL TAG
SEE A8.X SERIES
S1
STOREFRONT TAG
SEE A8.X SERIES
W1
WINDOW TAG
SEE A8.X SERIES
CENTER LINE
MATCH LINE
BREAK LINE
DIMENSION
16'-0"
INDICATOR
SPOT ELEVATION
VERTICAL HEIGHT
TOILET & BATH
ACCESSORY TAG
KEYNOTE TAG
0' - 0"
MAIN LEVEL PLAN
0' - 0"
TBA-1
REFERS TO CORRESPONDING
ITEM AS SCHEDULED
03 30 00.A
SPECIFICATION SECTION
DESCRIPTION OF CONSTRUCTION
COMPONENT
CAST-IN-PLACE CONCRETE
CONSTRUCTION COMPONENT AS
LISTED IN LEGEND
REVISION TAG
REVISION CLOUD
1
REVISION NUMBER
PLAN NOTE TAG
1
REFERS TO CORRESPONDING
NOTES ON SHEET
ABBREVIATIONS
A/C
ADMIN
AFF
ALT
ALUM
APPROX
ARCH
AUTO
AUX
AV
AIR CONDITION(ING)
ADMINISTRATION
ABOVE FINISHED FLOOR
ALTERNATE
ALUMINUM
APPROXIMATE(LY)
ARCHITECT(URAL)
AUTOMATIC
AUXILIARY
AUDIOVISUAL
BITUM
BL
BLDG
BOS
BOT
BITUMINOUS
BUILDING LINE
BUILDING
BOTTOM OF STEEL
BOTTOM
CAB
CFCI
CJ
CL
CLG
CLG HT
CLO
CLR
CMU
COL
CONC
CONF
CONT
CORR
CU FT
CU YD
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
DEMO
DEPT
DET
DF
DIA
DIAG
DIM
DIV
DS
DEMOLISH
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIAGONAL
DIMENSION
DIVISION
DOWN SPOUT
E
EAST
EA
EACH
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
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
ID
INFO
INCL
INSUL
INT
INSIDE DIAMETER
INFORMATION
INCLUDE(D), (ING)
INSULATION
INTERIOR
JAN CLO JANITOR CLOSET
KIT
KITCHEN
KO
KNOCKOUT
LAB
LABORATORY
LAM
LAMINATE
LAU
LAUNDRY
LAV
LAV LAVATORY
LF
LF LINEAR FEET
LVR
LVR LOUVER
MAINT
MATL
MAX
MECH
MEZZ
MFG
MFR
MIN
MISC
MO
MR
MTD
MTG
MTL
MAINTENANCE
MATERIAL
MAXIMUM
MECHANICAL
MEZZANINE
MANUFACTURING
MANUFACTURER
MINIMUM
MISCELLANEOUS
MASONRY OPENING
MOISTURE RESISTANT
MOUNTED
MOUNTING
METAL
N
NORTH
NIC
NOT IN CONTRACT
NON
NON-COMBUSTIBLE
NOM NOMINAL
NTS
NOT TO SCALE
OC
ON CENTER
OD
OUTSIDE DIAMETER
OFCI OWNER FURNISHED,
CONTRACTOR INSTALLED
OFOI OWNER FURNISHED, OWNER
INSTALLED
OPT
OPTION(AL)
OPP
OPPOSITE
PCF
PLAM
PLF
PLYWD
PNL
PR
PREFAB
PREFIN
PRKG
PSF
PSI
PT
PVC
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)
QTR QUARTER
QTY
QUANTITY
R
RCP
RD
REF
REQD
RL
RM
RO
ROW
RADIUS, RISER
REFLECTED CEILING PLAN,
REINFORCED CONCRETE
PIPE
ROOF DRAIN
REFRIGERATOR, REFERENCE
REQUIRED
ROOF LEADER
ROOM
ROUGH OPENING
RIGHT OF WAY
S
SC
SD
SECT
SF
SIM
SPEC
SPKR
SQ
SS
S SOUTH
SC SOLID CORE
SD STORM DRAIN
SECT SECTION
SF SQUARE FEET
SIM SIMILAR
SPEC SPECIFICATION
SPKR SPEAKER
SQ SQUARE
SS STAINLESS STEEL
STD
STOR
SUSP
SYS
STANDARD
STORAGE
SUSPENDED
SYSTEM
T
TEL
TEMP
TFF
THK
THRU
TOB
TOC
TOF
TOJ
TOM
TOP
TOS
TOW
TRTD
TV
TYP
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
UL UNDERWRITERS LABORATORIES
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
W
W/
W/O
WC
WD
WP
WR
WT
W/W
WWF
YD
WEST, WIDE
WITH
WITHOUT
WATER CLOSET
WOOD
WORKING POINT, WATERPROOFING
WATER REPELLENT
WEIGHT
WALL TO WALL
WELDED WIRE FABRIC
YARD
LOCATION MAP
SITE LOCATION
BARRY MCCAFFERY BLVD
FLOOR TYPES
DESCRIPTION
TYPICAL SLAB ON GRADE CONSTRUCTION
CAST-IN-PLACE CONCRETE SEE
STRUCT.
WELDED WIRE MESH SEE STRUCT.
03 30 00.B
03 30 00.G
90% COMPACTED SUBGRADE
TRUE NORTH
TAG
F1
GENERAL INFORMATION - VOLUME I
PROPERTY ADDRESS:
LYMAN HALL
ELEMENTARY SCHOOL
1396 SHAW RD.
HINESVILLE, GA 31313
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 AND 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
CogdellMendrala Architects
517 EAST CONGRESS STREET
SAVANNAH, GEORGIA 31401
tel 912.234.6318
fax 912.236.8414
cogdellmendrala.com
LCSS CANOPY
REPAIR
VOLUME I - LYMAN
HALL ELEMENTARY
SCHOOL
LIBERTY COUNTY SCHOOL
SYSTEM
1396 SHAW RD, HINESVILLE, GA 31313
PROJECT SUMMARY - VOLUME I
PROJECT SCOPE AT LYMAN HALL ELEMENTARY SCHOOL CONSISTS OF
REPAIR/REPLACEMENT OF EXISTING CANOPIES THAT WERE DAMAGED BY
WIND STORMS, AND PROVIDING CANOPY LIGHTING AT NEW CANOPIES.
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
SEAL
CONSTRUCTION
DOCUMENTS
KEY PLAN
LYMAN HALL
ELEMENTARY SCHOOL
SCOPE OF WORK
SCALE
N.T.S.
TRUE NORTH PROJECT NORTH
REVISION SCHEDULE
NO DATE
DESCRIPTION
SHEET TITLE
GENERAL
PROJECT
INFORMATION
OWNER NO:
PROJECT NO:
DATE:
DRAWN BY:
SCALE:
FACILITY NO.:
2026-10
2508
JANUARY 2026
MAB
As indicated
689-0183
SHEET
G0.02
COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC
STRUCTURAL NOTES
BASIS OF DESIGN:
A. GRAVITY LOADS
ROOF LIVE LOADS
UNIFORM
20 PSF
CONCENTRATED
B. SNOW LOADS (REFERENCE: ASCE 7-22)
GROUND SNOW LOAD, Pg = 7 PSF
Ce = 0.90 (TERRAIN CATEGORY C)
Ct = 1.0
(FIGURE 7.2-1)
(TABLE 7.3-1)
(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
NOMINAL WIND SPEED,
Vasd = 117 MPH
RISK CATEGORY = III
EXPOSURE CATEGORY = C
INTERNAL PRESSURE COEFFICIENTS:
+0.18,-0.18
(ENCLOSED BUILDING TYPE)
(FIGURE 26.5-1B)
(TABLE 1.5-1)
(SECTION 26.7)
(TABLE 26.13-1)
E. SEISMIC LOADS (REFERENCE: ASCE 7-22)
BUILDING RISK CATEGORY = III
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)
BASIC SEISMIC-FORCE-RESISTING SYSTEM
SEISMIC DESIGN CATEGORY = C
SEISMIC IMPORTANCE FACTOR = 1.25
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
(TABLE 1.5-1)
(SECTION 11.4)
(SECTION 11.6)
(TABLE 1.5-2)
(SECTION 12.8)
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.
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.
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
SECTION
1704.2.5
1705.2
1705.3
1705.4
1705.5
1705.6
1705.7
1705.8
1705.9
1705.10
1705.11
1705.12
1705.13
1705.14
1705.15
1705.16
1705.17
1705.18
1705.19
1705.20
SPECIAL INSPECTION REQUIRED
DESCRIPTION OF WORK
YES
NO
REMARKS
INSPECTION OF FABRICATORS
X
STEEL CONSTRUCTION
X
CONCRETE CONSTRUCTION
X
1
MASONRY CONSTRUCTION
X
WOOD CONSTRUCTION
X
SOILS
X
2
DRIVEN DEEP FOUNDATIONS
X
CAST-IN-PLACE DEEP FOUNDATIONS
X
HELICAL PILE FOUNDATIONS
X
DEEP FOUNDATION ELEMENTS
X
FABRICATED ITEMS
X
WIND RESISTANCE
X
SEISMIC REISTANCE
X
TESTING AND QUALIFICATION FOR
SEISMIC RESISTANCE
X
SPRAYED FIRE-RESISTANT MATERIALS
X
MASTIC AND INTUMESCENT FIRE-
RESISTANT COATINGS
X
EXTERIOR INSULATION AND FINISH
SYSTEM (EIFS)
FIRE-RESISTANT PENETRATIONS
AND JOINTS
SPECIAL INSPECTION FOR
SMOKE CONTROL
X
MASS TIMBER
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.
Cogdell Mendrala Architects
517 EAST CONGRESS STREET
SAVANNAH, GEORGIA 31401
tel 912.234.6318
fax 912.236.8414
cogdellmendrala.com
LCSS CANOPY
REPAIR
VOLUME I - LYMAN
HALL ELEMENTARY
SCHOOL
LIBERTY COUNTY SCHOOL
SYSTEM
1396 SHAW RD, HINESVILLE, GA 31313
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
GEORG I A REG I STERED
*
*
No. 000432
STRUCTURAL
N
T
ENG
ER
I
NSEAE RU S S
Not Valid Unless Signed
SEAL
DESIGN
DEVELOPMENT
KEY PLAN
LYMAN HALL
ELEMENTARY SCHOOL
SCOPE OF WORK
SCALE
N.T.S.
TRUE NORTH PROJECT NORTH
REVISION SCHEDULE
NO DATE
DESCRIPTION
SHEET TITLE
STRUCTURAL
NOTES
SAUSSY ENGINEERING
400 Johnny Mercer Boulevard Suite E
P.O. Box 30597 Savannah, Georgia 31410
Phone: (912) 898-8255 Fax: (912) 898-1882
PROJECT NO. 25084
OWNER NO:
PROJECT NO:
DATE:
DRAWN BY:
SCALE:
FACILITY NO.:
2026-10
2508
JANUARY 2026
JCG
1:1
689-0183
SHEET
S1.0
COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC
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
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE REMOVED
EXISTING BUILDING FOOTPRINT
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-3 REMOVE EXISTING PORTION OF CANOPY TO EXTENT SHOWN.
CogdellMendrala Architects
517 EAST CONGRESS STREET
SAVANNAH, GEORGIA 31401
tel 912.234.6318
fax 912.236.8414
cogdellmendrala.com
LCSS CANOPY
REPAIR
VOLUME I - LYMAN
HALL ELEMENTARY
SCHOOL
LIBERTY COUNTY SCHOOL
SYSTEM
1396 SHAW RD, HINESVILLE, GA 31313
EXISTING
SIDEWALK TO
REMAIN
EY1
1' - 8 1/2"
V.I.F.
E-1
9' - 5 1/2"
V.I.F.
EY2
10' - 0"
V.I.F.
EY3
EX2
EX1
E-1
1 LYMAN HALL - DEMOLITION FLOOR PLAN
D2.01 1/4" = 1'-0"
2 LYMAN HALL - DEMOLITION ROOF PLAN
D2.01 1/4" = 1'-0"
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
EY1
EY2
9' - 5 1/2" V.I.F.
E-3
EY3
EX2
EX1
SEAL
CONSTRUCTION
DOCUMENTS
KEY PLAN
LYMAN HALL
ELEMENTARY SCHOOL
SCOPE OF WORK
SCALE
N.T.S.
TRUE NORTH PROJECT NORTH
REVISION SCHEDULE
NO DATE
DESCRIPTION
SHEET TITLE
DEMOLITION -
FLOOR PLAN AND
ROOF PLAN
OWNER NO:
PROJECT NO:
DATE:
DRAWN BY:
SCALE:
FACILITY NO.:
2026-10
2508
JANUARY 2026
MAB
As indicated
689-0183
SHEET
D2.01
COPYRIGHT © 2025 COGDELL & MENDRALA ARCHITECTS, PC
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