Project Information

Bid Title

List of Drawings Reading Pavilion Dalton Whitfield County Public Library

Issuing Agency

Whitfield County

Location

Georgia

Published Date

Oct 24, 2025

Closing Date

Nov 24, 2025

Government Level

State & Local

Status

Closed

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

Description	Opening Date/Time	Closing Date/Time
List of Drawings Reading Pavilion Dalton Whitfield County Public Library	October 24, 2025 8:00 AM	November 24, 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

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