List of Drawings Reading Pavilion Dalton Whitfield County Public Library
| Location: | Georgia |
|---|---|
| Posted: | Oct 29, 2025 |
| Due: | Dec 2, 2025 |
| Agency: | Whitfield County |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
| Description | Opening Date/Time | Closing Date/Time |
|
List of Drawings Reading Pavilion Dalton Whitfield County Public Library |
October 24, 2025 8:00 AM |
December 02, 2025 2:00 PM |
Attachment Preview
PHASE #3
DALTON WHITFIELD COUNTY PUBLIC LIBRARY
READING PAVILION
310 CAPPES STREET DALTON, GA
LIST OF DRAWINGS
A0.1 COVER SHEET , LIST OF DRAWINGS
SITE CIVIL
C0 COVER SHEET
C1 INITIAL PHASE - SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN
C2 INTERMEDIATE A - SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN
C3 INTERMEDIATE B - SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN
C4 FINAL PHASE - SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN
C5 SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS
C6 SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS
C7 SOIL EROSION, SEDIMENTATION & POLLUTION CONTROL NOTES
C8 EXISTING CONDITIONS & DEMOLITION PLAN
C9 SITE PLAN
C10 GRADING & DRAINAGE PLAN
C11 CONSTRUCTION DETAILS
ARCHITECTURAL
A0.2 CODE REVIEW , LIFE SAFETY PLAN
A1.0 PATIO LOCATION PLAN
A1.01 PATIO GRADING PLAN
A1.1 PAVILION FLOOR PLANS
A1.2 PLAN DETAILS
A1.3 DEMO & ROOF PLANS
A2.1 SCHEDULES & KITCHEN PLAN
A3.1 BUILDING ELEVATIONS
A3.2 BUILDING SECTIONS
A3.3 BUILDING SECTIONS
A4.1 WALL SECTIONS
A4.2 WALL SECTIONS
A4.3 WAL L SECTIONS
A6.1 REFLECTED CEILING PLAN
STRUCTURAL
S0.1 STRUCTURAL NOTES
S0.2 STRUCTURAL NOTES
S1.0 FOUNDATION PLAN
S1.0A RETAINING WALL PLAN
S1.1 LOW ROOF FRAMING PLAN
S1.2 HIGH ROOF FRAMING PLAN
S1.3 CLERESTORY FRAMING PLAN
S2.0 FOUNDATION DETAILS
S2.1 AREAWAY FOUNDATION DETAILS
S3.0 AREAWAY STEEL FRAMING
S3.1 STEEL DETAILS
S3.2 ROOF DETAILS
S4.0 NORTHWEST ISOMETRIC
S4.1 SOUTHEAST ISOMETRIC
S4.2 NORTHEAST ISOMETRIC
PLUMBING
P1.0 PLUMBING PLANS
- WATER & SEWER
P1.1 PLUMBING PLANS- RAIN LEADERS,
P2.0 DETAILS & SCHEDULES
MECHANICAL
M0.1 HVAC LEGEND
M0.2 HVAC GENERAL NOTES
M1.0 HVAC FLOOR PLAN
M1.1 HVAC ROOF PLAN
M2.0 HVAC SCHEDULES
M3.0 HVAC DETAILS
M3.1 HVAC DETAILS
ELECTRICAL
E0.1 ELECTRICAL LEGEND,
SCHEDULES, NOTES
E0.2 ELECTRICAL SPECIFICATIONS
& NOTES
E1.0
E2.0
E3.0
LIGHTING PLAN
POWER FLOOR PLAN
FIRE ALARM & HVAC POWER PLAN
& ROOF PLAN
E4.0 ELECTRICAL PANEL SCHEDULES
20 OCT 25
JOB NO.
2320
DATE
20 OCT 25
DRAWN BY KM / JCK
REVISIONS
DRAWING TITLE
LIST OF
DRAWINGS
SHEET NO.
A0.1
2,810 SF / 15
= 162 PERSONS
EGRESS TRAVEL DISTANCE: 157'-0"
CLOSET
X
X
430 SF
= 29 PERSONS
73
162
73
38
273
273
x .2
54.6"
DN
UP
38 MULTI-PURPOSE
ROOM
232
1,123 SF
= 75 PERSONS
MULTI-PURPOSE
201
505 SF
= 4 PERSONS
EXIST. RAMP DN
1:12
38
CHILDREN'S
REFERENCE
220
5,850 SF / 100
= 59 PERSONS
+ 59 + 29 + 4 = 146
30
CJ
30
EGRESS TRAVEL DISTANCE: 112'-0"
1,775 SF / 15 SF
= 118 PERSONS
CJ
30
EGRESS TRAVEL DISTANCE: 80'-0"
3,380 SF / 15
X
=225 PERSONS
EXIS1:T1.2RAMP DN
LOBBY
201
97
EXIS1:T1.2RAMP DN
97
EGRESS TRAVEL DISTANCE: 110'-0"
60
146
180
386 TOTAL OCCUPANT LOAD
/ 2 = 193 P @ MAIN ENTRY
= 97 P @ EACH DOOR
X .2"/P = 19.6 MIN DOOR WIDTH
CIRCULATION
DESK
203
CIRCULATION
OFFICE
205
6
REFERENCE
SERVICES
206
X
30
GENERAL
COLLECTION
210
11,500 SF / 100
= 115 PERSONS
+ 59 + 6 = 180
YOUNG
ADULTS TECHNOLOGY
208
208
60
225
285
x .2
57.0"
285
90
PERIODICAL
BACK-ISSUES
209
N
LIFE SAFETY PLAN
1/16" = 1' - 0"
LEGEND
#
EXIT LOAD
EXIT TRAVEL DISTANCE
X
ONE HOUR FIRE RATED PARTITION
FE-1
FE-2
2-A MINIMUM PORTABLE FIRE EXTINGUISHER & SEMI-RECESSED
CABINET - TOP OF EXTINGUISHER @ 48" MAX. A.F.F. - EQUAL TO
LARSEN'S MP5 EXTINGUISHER & AL2409-R3 FULL PANEL CABINET,
BRUSH ALUMINUM - VERIFY EXACT MANUFACTURER, STYLE, &
FINISH WITH LZB.
ONE 3-A MIN. FIRE EXTINGUISHER & BRACKET MOUNT
READING PAVILION
CODE REVIEW
DALTON - WHITFIELD COUNTY REGIONAL LIBRARY
310 CAPPES STREET. DALTON, GA
OWNER
NORTH-WEST GEORGIA REGIONAL
LIBRARY SYSTEM
310 Cappes Street, Dalton, Georgia 30720
706-876-1363
SITE/CIVIL ENGINEER
RICHARDS & ASSOCIATES
ENGINEERING, INC.
Box 220 , Chatsworth, GA 30705
Office: (706) 616-5906
CONSTRUCTION MANAGER
FELKER CONSTRUCTION
300 Fernwood Ave,
Dalton, GA,
(706) 226-6922
STRUCTURAL ENGINEER
MARCH-ADAMS ENGINEERING
Box 3689; 310 Dodds Avenue
Chattanooga, TN 37404
(423) 698-6675
ARCHITECT
KCP ARCHITECTS, PC
P.O. Box 400
Ringgold, Georgia 30736
(706) 937-2900
MEP ENGINEER
CAMPBELL & ASSOCIATES, INC.
1401 Carter St. Suite 101
Chattanooga, TN 37402
(423) 267-9718
2018 INTERNATIONAL BUILDING CODE,
2018 LIFE SAFETY CODE, NFPA 101
2010 ADA for ACCESSIBLE DESIGN
2015 INTERNATIONAL ENERGY CONSERVATION CODE
1. SUMMARY:
2. OCCUPANCY:
NFPA
PAVILION (1,775 SF) FULLY CONDITIONED :
DUE TO TEMPORARY "UNCONDITIONED" PAVILION WILL NOT CONTAIN STACKS.
PATIO ADDITION 6,190 SF WITH ASSOCIATED GRADING, UTILITY CHANGES AND LANDSCAPING.
2,810 SF WEST PORCH & 3,380 SF EAST PORCH.
EXISTING ASSEMBLY
IBC
GROUP A3 ASSEMBLY :
UPPER LEVEL EXISTING - STACKS , READING & MULTI-PURPOSE
ADDITION ENCLOSED 15 SF NET/PERSON 1775 SF
ADDITION OPEN
15 SF NET/PERSON 6,190 SF
326 PERSONS
118 PERSONS
387 PERSONS 225 + 162
831 PERSONS UPPER LEVEL
3. FLOOR AREA:
EXISTING UPPER LEVEL
ADDITION ENCLOSED
23,022 SF
1,775 SF
24,797 SF ENCLOSED
PATIO ADDITION 6,190 SF
3380 + 2810
IBC
IBC 303.4, TABLE 1004.5
NFPA
NFPA TABLE 7.3.1.2
4. CONSTRUCTION TYPE:
MAX. AREA
MAX HT
ASSEMBLY A3 TYPE IIB SPRINKLERED
38,000 SF
3 STORIES 75 FT ABOVE GRADE PLANE
IBC TABLES 504.3, 504.4, 506.2
IBC 506.3.3
ASSEMBLY
TYPE II (0,0,0) SPRINKLERED 1 STORY "..LEVEL OF EXIT DISCHARGE..." UNLIMITED OCCUPANCY
NFPA TABLE 13.1.6
NFPA 4.6.3 (1)
5. FIRE RESISTANCE REQUIREMENTS CONSTRUCTION TYPE IIB
PRIMARY STRUCTURE
EXTERIOR BEARING WALLS
FLOOR STRUCTURE,
INTERIOR BEARING WALLS
NO FIRE RATING
"
"
"
ROOF CONSTRUCTION
CORRIDORS
EXIT STAIRS ENCLOSURE
SHAFT ENCLOSURE
EXTERIOR WALLS SEPARATION
> 30 FT
2 X 6 DECK - NO FIRE RATING
NO FIRE RATING
1-HR RATING
1-HOUR RATING
NO RATING
IBC TABLE 601
"
"
"
IBC 2304.11.4.2, 1.
IBC TABLE 1020.1
IBC 1023.2
IBC 713.4
IBC TABLE 602
NFPA 7.1.3.1 (1)
6. EXIT REQUIREMENTS:
MINIMUM NUMBER:
ENTRANCE
STAIR WIDTH
EGRESS WIDTH:
DOOR SWING
DEAD END CORRIDOR
EXIT DOOR HDWE
CORRIDOR WIDTH
REQUIRED PROVIDED TRAVEL DISTANCE
ASSEMBLY
2
2
200'
ACCOMODATES ONE-HALF OF THE TOTAL OCCUPANT LOAD
.3" PER PERSON
.... 44" MIN.
5'-0"
.2" PER PERSON X 180 OR MORE OCCUPANT LOAD = 2 DOORS @ 36" / DOOR
IN DIRECTION OF EXIT W/ 50 OR MORE OCCUPANT LOAD
20 FT MAX.
PANIC HDWE IS REQUIRED FOR GROUP A OCCUPANCY W/ 50 + PERSONS
44" MIN
NFPA 3.2.6.2 13.2.4.4
NFPA 13.2.3.6.2
NFPA 7.2.1.4.2 (1)
NFPA 13.2.5.1.3
7. FIRE DETECTION AND ALARM
MORE THAN 300 PERSONS - REQUIRED
EXTEND EXISTING SYSTEM
NFPA 13.3.4.1.1
8. FIRE PROTECTION SYSTEM
AUTOMATIC SPRINKLER SYSTEM IS REQUIRED
PORTABLE EXTINGUISHERS REQUIRED - ORDINARY HAZARD
9 LOCATIONS ON UPPER LEVEL - FIELD VERIFY EXISTING LOCATIONS
9. FINISH MATERIALS
INTERIOR WALLS AND CEILINGS :
CLASS A AT EXITS AND EXIT ACCESS - FLAME SPREAD 0-25, SMOKE 0-450, CLASS A
CLASS C AT ALL OTHER LOCATIONS - FLAME SPREAD 0-75, SMOKE 0-450, CLASS B.
10. THERMAL ENVELOPE
ROOF - WOOD
NOTE 1
R - 30ci - CONTINUOUS ,
ROOF - METAL DECK R - 30ci - CONTINUOUS ,
WALLS - MTL STUDS R - 13 + R-7.5 CONT. INSULATION
WALLS - WOOD STUDS R - 20
WALLS - MASONRY R - 9.5 ci (MASS) BRICK VENER @ 39 PSF = 141 PCF
FIXED GLASS
U = 0.38
OPERABLE GLASS U = 0.45
ENTRANCE DOORS U = 0.77
IBC 906.1.1, TABLE 906.3 (1)
NFPA 13.3.5.2
IBC TABLE 803.13
IECC TABLE C402.1.3
NFPA 13.3.3.2
NOTE 1 "...ENTIRELY ABOVE THE ROOF DECK..." ASSEMBLY INCLUDES
THE WOOD ROOF DECK :
3 X 6 WOOD DECK 1.4 PER INCH X 2.5" = 3.5
4" POLYISO
6.5 PER INCH X 4" = 26.6
= 30.1
METAL DECK
4" POLYISO
6.5 PER INCH X 4.7" = 30.5
20 OCT 25
JOB NO.
2320
DATE
20 OCT 25
DRAWN BY KM / JCK
REVISIONS
DRAWING TITLE
CODE REVIEW
LIFE SAFETY
PLAN
SHEET NO.
A0.2
5A SIM
A3.1
7'-0"
1 WEST GATE
1/4" = 1' - 0"
1
A0.1
MESSAGE BOARD
& FOUNDATION
N.I.C.
DN
1/2" EXP JT
FACE OF BRICK TO
TANGENT PT
REMOVE EXISTING SLAB
TO NEW WALL
NEW RAIL
REMOVE EXISTING WALL AND
PATCH END WALL TO MATCH
EXISTING
EXISTING WALL, STEPS
& RAILS TO REMAIN
1'-0"
121" 6"
GUARD RAIL & POSTS
PER 5C/A3.1
REMOVE EXISTING SLAB
NEW CONC SLAB MATCH
SLOPE TO DRAIN
1/2" EXP JT
NEW EXISTING
REMOVE EXISTING SLAB
AS NEEDED TO FORM &
BACKFILL NEW WALL
PROJECTION
ROOM
2
WEST PATIO STEPS
3 SECTION @ WEST PATIO
1/4" = 1' - 0"
3/4" = 1' - 0"
ELECTRIC GATE RELEASE WITH FIRE
ALARM- RE: ELECTRICAL DRWGS
5A
A3.1
25'-0"
1199''--77""
4C
A3.1
1199''--00""
SN-7
1
A3.1
1122''--00""
15'-2"
4'-11"
SN-2
3'-1"
SN-2
8
S1.0B
STORY
HOUR
221
CHILDREN'S
READING
219
1199''--00""
10'-0"
9
S1.0B
2
A3.1
SN-2
7'-1"
1
A1.0
SN-2
2
A1.0
DN
CHILDREN'S
READING
222
PROJECTION
ROOM
234
UP STORAGE
233
MULTI-PURPOSE
ROOM
232
CHILDREN'S
CIRC. DESK
223
CHILDREN'S
WORKROOM
224
CHILDREN'S
REFERENCE
220
FIN FLR = 796.0
KITCH.
229
CORRIDOR
EXIST. RAMP DN
DN
225
1:12
N
PATIO LOCATION PLAN EXIST. RAMP DN
STAIR
109
1/8" = 1' - 0"
9'-5"
28'-1"
9'-5"
SN-2
CLOSET
SN-1
CHILDREN'S
COLLECTIONS
217
EXISTING SIDEWALK
WAUGH
4
EAST
STREET 1/4" = 1'
GATE
- 0"
9'-5"
9'-6"
SN-7
19'-0"
9'-6"
6'-10"
1'-5"
6'-3"
13'-11"
SN-4
9'-6"
19'-0"
ADJUSTED
9'-6"
FRONT
YARD
9'-6"
SETBACK
-
BY
19'-0"
VARIANC9'E-6"
7'-7"
9'-7"
19'-3"
9'-7"
CJ
5'-3"
11'-5"
PAVILION
282
9'-6"
4'-10"
19'-0"
9'-6"
SN-7
STOR.
281
CJ
1'-0"
8'-734"
2'-4"
8'-0"
R22'-10"
6'-712"
STOR.
216A
MEN
216
DN
CORRIDOR
VEST.
214
O.A.
SHAFT
KITCHEN
280
CLOSET
280A
SN-1
WOMEN
215
STOR.
212A
STOR.
215A
MASONRY PIER
MASONRY PIER
W/ POLE LIGHT
-4 1/2"
-4 1/2"
= 4 1/2" BELOW 796.0'
DECK DRAIN
W/ FINISH ELEVATION
REF P1.1
T-O2"W
= TOP OF WALL RE 4C/A3.1
DECK DRAIN
W/ FINISH ELEVATION
CJ
1/2" CONSTRUCTION JT
RE. 6/S2.0
12'-5"
12'-8"
1'-8" 5'-8"
7'-11"
2'-9"
5'-10"+
SN-4
GENERAL
READING
214
SN-2
4
A1.0
SN-2
SPECIAL
COLLECTION
211
20 OCT 25
JOB NO.
2320
DATE
20 OCT 25
DRAWN BY KM / JCK
REVISIONS
DRAWING TITLE
PATIO
LOCATION
PLAN
SHEET NO.
A1.0
1
A0.1
MESSAGE BOARD
& FOUNDATION
N.I.C.
TOW-2"
T-O2"W
8
S1.0B
-3"
-5 1/2"
SN-2
-3"
-2 1/2"
9
S1.0B
2
A3.1
-2'-0"
-1'-10"
W PATIO
2
A1.0
DN
T-O2"W
-2'-3"
1
A1.0
5A SIM
A3.1
SN-2
UP
-2'-0"
MULTI-PURPOSE
ROOM
232
SN-2
4C
1
A3.1
A3.1
SN-7
-3"
-4 1/2"
N PATIO
-4 1/2"
SN-2
-1/2"
TOW-2"
-3"
-4 1/2"
CHILDREN'S
REFERENCE
220
FIN FLR = 796.0
EXIST. RAMP DN
1:12
N
DN
DN
PATIO GRADING EXIST.RAMPDN PLAN
1/8" = 1' - 0"
-4
-2 1/2"
T-O2"W
RETAINING WALL
CONCRETE FINISH A
CONCRETE FINISH B
-2"
-2"
1 PL-1A/2N DETAIL
1/4" = 1' - 0"
-4"
WAUGH STREET CAST-IN VALLEY TO
DECK DRAIN
DECK DRAIN
GRADING PLAN NOTES
SN-1 EXISTING DOWNSPOUT - REVISE TO SPILL ON NEW ROOF
SN-2 EXISTING DOWNSPOUT SPILLS @ GRADE - REVISE TO
CONNECT TO NEW UNDERGROUND STORM WATER LINES
TO EXISTING STORM WATER.
SN-3 NEW PATIO DRAINS TIE INTO NEW UNDERGROUND
STORM WATER.
SN-4 NEW DOWNSPOUT - TIE INTO UNDERGROUND STORM
WATER LINES
-4 1/2"
SN-2
CLOSET
SN-1
EXISTING SIDEWALK
WAUGH STREET
SN-5 DEMO EXISTING WATER LINE
SN-6
DEMO EXISTING CONCRETE FLUME.
CUT FINISH GRADE AS INDICATED.
RESURFACE EXPOSED FOUNDATION WALL, &
WATERPROOFING, INCLUDING FLASHING REGLET,
PROTECTION BOARD AND STONE BACKFILL
TOW-2"
-3"
SN-7
-1"
-4 1/2"
-3"
-2"
-2 1/2"
SN-4
1/2"
SN-7 TOP OF CONCRETE WALL
= 795.0 TYPICAL
REF. 4C/A3.1
TOP OF CONCRETE PIER
= 800.0 TYPICAL REF. 4/S1.0B
-4
ADJUSTED
1/2"
FRONT
-3"
YARD
SETBACK
-
BY
VARIANCE
-4 1/2"
T-O2"W
-3"
1/2"
CJ
-1 1/2"
-4 1/2"
-2 1/2
E PATIO
-1/2"
-4"
SN-7
T-O2"W
-4
-2 1/2"
PAVILION
FIN FLR = 796.0
738"
58"
85" 6" 34"
SN-1
-2"
-2"
-1/2 0"
CJ
-3 1/2
-2 1/2
-2"
-2"
-2"
-3 1/2
SN-4
-1/2"
-1 3/4"
-3 1/2"
SN-2
-1/2"
-4"
-2 1/4"
-2 1/2"
T-O2"W
-4
-4"
-2 1/2"
-3"
-2 1/2"
- 2 1/2"
4
A1.0
SN-2
-3"
SN.-6
MASONRY PIER
MASONRY PIER
W/ POLE LIGHT
-4 1/2"
-4 1/2"
= 4 1/2" BELOW 796.0'
DECK DRAIN
W/ FINISH ELEVATION
REF P1.1
T-O2"W
= TOP OF WALL RE 4C/A3.1
DECK DRAIN
W/ FINISH ELEVATION
CJ
1/2" CONSTRUCTION JT
RE. 6/S2.0
20 OCT 25
JOB NO.
2320
DATE
20 OCT 25
DRAWN BY KM / JCK
REVISIONS
DRAWING TITLE
PATIO
GRADING
PLAN
SHEET NO.
A1.01
1
FOM 2'-2"
1" 3'-0"
DS
CHILDREN'S
COLLECTION
217
8
1
A
A1.2
11'-2"
8'-11"
2'-0"
E
A1.2
2
2'-8"
B
A1.2
7
1
49'-721"
23'-4"
20'-8"
C
A1.2
6
1
1
A3.1
PN-1
3
4
A3.2
2'-8"
5
1
12'-1121"
8'-1121"
D
A1.2
4"
6'-4"
PN-1
2'-8"
6"
2.3
6'-4"
3
A3.2
F F1 ABOVE
A1.2 A1.2
6"
6'-4"
4"
2.7
2'-8"
PAVILION
282
G
A1.2
4
4'-7"
3'-8"
6
A3.3
2'-8"
9
1
PN-2
PN-3
STORAGE
281
2
A4.1
PN-1
4
1
B.3
PN-3
I
A1.2
B.7
10
4"
15'-4" 2
O.A. SHAFT
PN-5
J
2 SIM
A1.2
A4.1
7
A3.3
MEN
216
CL3E'-4A1 R2B" EWLIODWTH
PN-3
PN-4 6"
4'-1"
6
A3.3
WOMEN
215
13
2
2.2
CLOSET
280A
KITCHEN
280
2A &
A2.1
B
3
1
B.7
H
A1.2
2
PN-1
1
PN-3
11
2
L
A1.2
C.8
K
A1.2
M
A1.2
DS
PN-6
STORAGE
212A
12
1
4'-7"
2
1
GENERAL
READING
212
3
4
A3.2
A3.2
N
1 PAVILION FLOOR PLAN
1/4" = 1' - 0"
PLAN NOTES
PN-1 FACE OF SOFFIT ABOVE
PN-2 LADDER TO ROOF HATCH ABOVE
PN-3 ROOF DRAIN LEADER TO SITE DRAINAGE PER
PLUMBING
PN-4 ACCESS DOOR , 24 W X 36 H 18" AFF
INSULATED
PN-5 FOUNDATION WALL BELOW
PN-6 DEMO RADIUS BRICK - TOOTH IN NEW BRICK
TO FLUSH WITH NEW PIER - MAINTAIN 1"
EXPANSION JOINT
A
B
3
A3.1
2
1
A3.2
A3.2
C
5
A3.3
D
TOW
2A
A4.1
2
2.3
2.7
PN-1
3
621"
7'-421"
8"
6'-2"
8"
7'-421"
621"621"
B
OPERABLE WINDOW
4 EACH
B.3
B.7
20 OCT 25
C
6"
N
PN-1
3 CLERESTORY PLAN
1/4" = 1' - 0"
1
2
EDGE OF EXISTING
SLAB ABOVE
1A
A1.4
7'-6"
B.7
3'-11" 1 2"
1'-0"
FAECXEFISDOTNFINWGALL
7
A3.3
O.A. SHAFT
C.2
WALL FOOTING -
TOP OF FOOTING
= TOP OF EXISTING BASEMENT WALL FOOTING
-VERIFY 8" BFF.
THICKNESS & REBAR PER STRUCTURAL ENGINEER.
FOUNDATION WALL- DIMENSIONS &
REBAR PER STRUCTURAL ENGINEER.
C
MECH./
ELECT. RM.
106
7'-6"
6
A3.3
HELICAL PIERS - SPACING &
QUANTITY BY PIER
ENGINEER/CONTRACTOR, TYPICAL
DEMO LOUVER - FILL WITH
REINFORCED CONC, WTRPFG &
PROTECTION BD
2.3
D
BASEMENT
CLASSROOM
127
N
2 BASEMENT FLOOR PLAN
1/4" = 1' - 0"
JOB NO.
2320
DATE
20 OCT 25
DRAWN BY KM / JCK
REVISIONS
DRAWING TITLE
PAVILION
FLOOR PLAN
& BASEMENT
SHEET NO.
A1.1
This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.
Daily notification on new contract opportunities
With GovernmentContracts, you can:
- Find more opportunities and win more business
- Receive daily alerts for all new bid opportunities
- Get contract opportunities matched to your business
See also
PA028-26 INV Purchase of Ballasts and Capacitors on an Annual Contract Buyer Contact
Gwinnett County
Bid Due: 6/12/2026
Event ID Event Title Government Entity Start Date (ET) End Date (ET) PE-77023-NONST-2026-000000620
State Government of Georgia
Bid Due: 6/12/2026
Event ID Event Title Government Entity Start Date (ET) End Date (ET) PE-63400-NONST-2026-000000026
State Government of Georgia
Bid Due: 6/16/2026
* Disclaimer: Information regarding bids, requests for proposals (RFPs), or requests for qualifications (RFQs) is provided on this website only for convenience and does not constitute official public notice. Persons wishing to respond to or inquire about bids, RFPs, or RFQs should contact the appropriate government department.