240731_Greene HS Baseball Field Renovations _.pdf

PDF 19 MB Posted Aug 1, 2024

Attached to: Greene County High School Baseball Field Renovation - Phase 1
Solicitation number: PE-66610-NONST-2025-000000005
Issued by: Greene County, Georgia

About this file

Written by GovTribe AI · Aug 1, 2024

This document is a Request for Proposal (RFP) issued by the Greene County School District for the Greene High School Baseball Field Renovation - Phase 1 project. The scope of work includes providing new dugouts, a bathroom/concession/scoring building, and replacing the existing field lighting with new LED lighting. Bidders must submit their proposals by March 31, 2024, and a mandatory pre-bid conference is scheduled for February 15, 2024. The contract will be awarded by April 30, 2024, and the project must be completed within 6 months of the award date.

The RFP specifies that the project is funded by the Greene County School District's capital improvement budget, and the total available funding is $1.5 million. Pricing must be submitted as a lump sum for the entire scope of work. There are no set-aside or incumbent contractor requirements. Bidders must demonstrate prior experience with similar sports facility renovation projects and provide detailed schedules, staffing plans, and quality control measures as part of their technical proposals.

View the file

Other files

File	Type	Posted
RFP Greene Co HS Baseball Field Renovation_ P.pdf	PDF	Aug 1, 2024
Proposal Specs 072424.pdf	PDF	Aug 1, 2024
GCHS Baseball Addendum _03.pdf	PDF	Aug 1, 2024
Rev1 RFP Greene Co HS Baseball Field Renovati.pdf	PDF	Aug 1, 2024
GCHS Baseball Addendum _02.pdf	PDF	Aug 1, 2024
GCHS Baseball Addendum _01 REV 082924.pdf	PDF	Aug 1, 2024
void RFP Greene Co HS Baseball Field Renovation_ P.pdf	PDF	Aug 1, 2024

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DETAIL / SECTION

IDENTIFICATION

SHEET ON WHICH

DETAIL IS DRAWN

DETAIL SYMBOLS:

DETAIL BUILDING/ WALL

SECTION

BUILDING/ INTERIOR

ELEVATION

IDENTIFICATION

SHEET ON WHICH

ELEVATION IS DRAWN

MATERIAL SYMBOLS:

CMU

BRICK

CONCRETE

GROUT

GYP BD.

METAL

PLYWOOD

WOOD

RIGID INSUL.

BATT INSUL.

GRAVEL

EARTH

WOOD

BLOCKING

CARL SANDERS HWY

MEADOW CREST RD

VEAZEY RD

R D

S M

AIN

ML KING JR RD

GREE

NESB

ORO

GREENE COUNTY

ATHLETIC FIELDS SITE

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

COVER SHEET

1002 S MAIN ST

GREENSBORO, GA

30642

VICINITY MAP: N.T.S.GENERAL SYMBOLS:

PROJECT INFORMATION

DESIGN CODES

BUILDING: INTERNATIONAL BUILDING CODE 2018 (W/ GEORGIA AMENDMENTS)

FIRE: INTERNATIONAL FIRE CODE 2018 (W/ GEORGIA AMENDMENTS)

LIFE SAFETY: NFPA 101 2018 (W/ GEORGIA AMENDMENTS)

MECHANICAL: INTERNATIONAL MECHANICAL CODE 2018 (W/ GEORGIA AMENDMENTS)

ELECTRICAL: NATIONAL ELECTRICAL CODE 2020 (W/ GEORGIA AMENDMENTS)

PLUMBING: INTERNTAIONAL PLUMBING CODE 2018 (W/ GEORGIA AMENDMENTS)

ENERGY: INTERNATIONAL ENERGY CONSERVATION CODE 2015 (W/ GEORGIA SUPPLEMENTS AND AMENDMENTS)

ACCESSIBILITY: GEORGIA ACCESSIBILTY CODE (ADA ACCESSIBILITY GUIDELINES 2010 W/ GEORGIA AMENDMENTS)

GREENE COUNTY HIGH SCHOOL BASEBALL

FIELD RENOVATION - PHASE 1

GENERAL

1002 S MAIN ST GREENSBORO, GA 30642

GREENE COUNTY SCHOOL SYSTEM

PROPOSAL DOCUMENTS

DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT ANY DISCREPANCIES TO THE

ARCHITECT FOR CLARIFICATION PRIOR TO EXECUTION OF THE WORK IN QUESTION.

ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL OR CENTERLINE OF FIXTURE UNLESS CLEARLY

SHOWN OR NOTED OTHERWISE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXECUTION OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS UNLESS WRITTEN NOTIFICATION TO THE CONTRARY IS ISSUED AND

SIGNED BY THE OWNER AND/OR ARCHITECT.

THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN IN THE DOCUMENTS ARE

APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND

ACTUAL LOCATION OF SUCH, WHETHER SHOWN HEREIN OR NOT, PRIOR TO ANY EXCAVATION.

IMMEDIATELY NOTIFY ARCHITECT IN WRITING IF ANY OMISSION, DISCREPANCY, AMBIGUITY, OR ERROR IN

THE CONTRACT DOCUMENTS BE DISCOVERED OR IF ANY DOUBT AS TO THE MEANING OR INTENT

THEREOF SHOULD ARISE. CLARIFICATION WILL BE MADE BY REVISION TO THE CONTRACT DOCUMENTS.

CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED BY STATE AND LOCAL CODES.

ALL RECOMMENDATIONS AND REQUIREMENTS OF THE STATE CODES AND NFPA 90-A SHALL BE

FOLLOWED.

VISIT THE JOB SITE AND CHECK ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A PRICE FOR

PERFORMING ANY WORK.

CONTACT INFORMATION SHEET INDEX

ARCHITECTURAL

A0.01 CODE ANALYSIS

A0.60 WALL TYPES

A1.01 ARCHITECTURAL SITE PLAN

A1.21 FLOOR PLANS

A1.31 REFLECTED CEILING PLANS

A1.41 ROOF DETAILS

A2.10 BUILDING ELEVATIONS

A3.00 CONCESSIONS / PRESS BOX WALL SECTIONS

A3.01 HOME / VISITOR DUGOUT WALL SECTIONS

A5.00 ENLARGED TOILET PLANS, ELEVATIONS, & DETAILS

A6.00 DOOR / WINDOW SCHEDULE & DETAILS

A8.00 CASEWORK & FINISH SCHEDULES & DETAILS

OWNER

GREEN COUNTY SCHOOL SYSTEM

101 EAST THIRD STREET

GREENSBORO, GA 30642

CONTACT: RALPH BOSWELL; OWNER REPRESENTATIVE

TELEPHONE: (706) 817-9930

EMAIL: RALPH.BOSWELL@GREENE.K12.GA.US

ARCHITECT

GARDNER SPENCER SMITH TENCH & JARBEAU

50 HURT PLAZA, STE 1100

ATLANTA, GA 30303

CONTACT: DAVID TENCH

TELEPHONE: (404) 522-8805 EXT. 03

EMAIL: DTECNCH@GSSTJ.COM

STRUCTIRAL ENGINEER

GOODMAN GIANNAVOLA HINES ENGINEERS

311 14TH ST, SUITE 2

ATLANTA, GA 30318

CONTACT: MICHEAL GIANNAVOLA

PHONE: (404) 938-5467

EMAIL: MIKE@GGHENGINEERS.COM

MECHANICAL ENGINEER

BAA MECHANICAL ENGINEERS, INC.

500 BISHOP STREET, SUITE E2

ATLANTA, GA 30318

CONTACT: JEFF POWELL

TELEPHONE: (404) 355-0050 EXT. 204

EMAIL: JEFFP@BAAMECH.COM

PLUMBING ENGINEER

BAA MECHANICAL ENGINEERS, INC.

500 BISHOP STREET, SUITE E2

ATLANTA, GA 30318

CONTACT: JEFF LEE

TELEPHONE: (404) 355-0050 EXT. 212

EMAIL: JEFFL@BAAMECH.COM

ELECTRICAL / IT ENGINEER

HAMMOND ENGINEERS

6961 PEACHTREE INDUSTRIAL BLVD, STE 208

NORCROSS, GA 30092

CONTACT: MICHAEL MURPHY

PHONE: (678) 292-6937

EMAIL: MICHAELM@HAMMONDENGINEERS.COM

PHASE 1:

CONSTRUCT REPLACEMENT 2-STORY PRESS BOX, VISITOR DUGOUT,

HOME DUGOUT WITH TEAM ROOM, AND SITE PAVING TO SUPPORT

NEW BUILDINGS.

PHASE 2:

INSTALL NEW SYNTHETIC TURF FIELD & PERIMETER FENCING.

REVISIONS

No. Date Description

06/24/24 ISSUED FOR PERMIT

07/24/24 PROPOSAL DOCUMENTS

E0.01 ELECTRICAL LEGENDS AND NOTES

E0.02 FIRE RISER DIAGRAM

E0.03 ELECTRICAL SPECIFICATIONS

E1.00 ELECTRICAL SITE PLAN

E1.01 ELECTRICAL FLOOR PLAN LEVEL 01 - POWER

E2.01 ELECTRICAL FLOOR PLAN LEVEL 01 - LIGHTING

E6.01 ELECTRICAL RISER AND PANEL SCHEDULES

STRUCTURAL

MECHANICAL

PLUMBING

ELECTRICAL

M1.10 BUILDING FLOOR PLAN HVAC & SCHEDULES

P1.00 PLUMBING LEGEND, SCHEDULE, & DETAILS

P1.01 PLUMBING SITE PLAN

P1.02 PLUMBING FLOOR PLANS

S0.10 STRUCTURAL NOTES

S0.20 STRUCTURAL INSPECTIONS

S1.10 DUGOUT FOUNDATION AND FRAMING PLANS

S1.20 PRESS BOX / CONCESSIONS FOUND. & FRAMING PLANS

S2.10 FOUNDATION SECTIONS AND DETAILS

S2.20 FOUNDATION SECTIONS AND DETAILS

S3.10 FRAMING SECTIONS AND DETAILS

S3.20 FRAMING SECTIONS AND DETAILS

CS COVER SHEET

DN DN

ADMINISTRATION1

SCOPE OF WORK

BASEBALL FIELD RENOVATION, NEW PRESS BOX WITH CONCESSIONS (2-STORY CONSTRUCTION), NEW DUGOUTS

CODE REFERENCES

• INTERNATIONAL BUILDING CODE 2018 (WITH GEORGIA AMENDMENTS)

• INTERNATIONAL FIRE CODE 2018 (WITH GEORGIA AMENDMENTS)

• INTERNATIONAL MECHANICAL CODE 2018 (WITH GEORGIA AMENDMENTS)

• INTERNATIONAL PLUMBING CODE 2018 (WITH GEORGIA AMENDMENTS)

• INTERNATIONAL FUEL GAS CODE 2018 (WITH GEORGIA AMENDMENTS)

• NATIONAL ELECTRICAL CODE 2020 (WITH GEORGIA AMENDMENTS)

• INTERNATIONAL ENERGY CONSERVATION CODE 2015 (WITH GEORGIA AMENDMENTS)

• GEORGIA ACCESSIBILTY CODE (ADA GUIDELINES 2010 WITH GEORGIA AMENDMENTS)

• NFPA 101 2018 (WITH GEORGIA AMENDMENTS)

• NFPA 72 2018 (WITH GEORGIA AMENDMENTS)

• NFPA 13 2019 (WITH GEORGIA AMENDMENTS)

GREENE COUNTY ATHLETIC FIELDS

1002 S MAIN ST

GREENSBORO, GA 30642

USE AND OCCUPANCY CLASSIFICATION3

SECTION 303 ASSEMBLY GROUP A

303.1 ASSEMBLY GROUP A

ASSEMBLY GROUP A OCCUPANCY INCLUDES, AMONG OTHERS, THE USE OF A BUILDING OR STRUCTURE, OR A PORTION THEREOF, FOR GATHERING OF PERSONS FOR PURPOSES SUCH AS CIVIC, SOCIAL OR RELIGIOUS FUNCTIONS, RECREATION, FOOD OR DRINK CONSUMPTION OR AWAITING TRANSPORTATION.

303.1.2 SMALL ASSEMBLY SPACES

THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES:

A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS A PART

OF THAT OCCUPANCY.

A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS LESS THAN 750 SQUARE FEET IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS A PART OF

THAT OCCUPANCY.

303.6 ASSEMBLY GROUP A-5

GROUP A-5 OCCUPANCY INCLUDES ASSEMBLY USES INTENDED FOR PARTICIPATION IN OR VIEWING OUTDOOR

ACTIVITIES.

GENERAL BUILDING HEIGHTS AND AREAS5

SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS

503.1 GENERAL

UNLESS OTHERWISE SPECIFICALLY MODIFIED IN CHAPTER 4 AND THIS CHAPTER, BUILDING HEIGHT, NUMBER OF STORIES AND BUILDING AREA SHALL NOT EXCEED THE LIMITS SPECIFIED IN SECTIONS 504 AND 506 BASED ON THE TYPE OF CONSTRUCTION AS DETERMINED BY SECTION 602 AND THE OCCUPANCIES AS DETERMINED BY SECTION 302 EXCEPT AS MODIFIED HEREAFTER. BUILDING HEIGHT, NUMBER OF STORIES AND BUILDING AREA PROVISIONS SHALL BE APPLIED INDEPENDENTLY. FOR THE PURPOSES OF DETERMINING AREA LIMITATIONS, HEIGHT LIMITATIONS AND TYPE OF CONSTRUCTION, EACH PORTION OF A BUILDING SEPARATED BY ONE OR MORE FIRE WALLS COMPLYING WITH SECTION

706 SHALL BE CONSIDERED TO BE A SEPARATE BUILDING.

SECTION 304 BUSINESS GROUP B

304.1 BUSINESS GROUP B

BUSINESS GROUP B OCCUPANCY INCLUDES, AMONG OTHERS, THE USE OF A BUILDING OR STRUCTURE, OR A PORTION THEREOF, FOR OFFICE, PROFESSIONAL OR SERVICE-TYPE TRANSACTIONS, INCLUDING STORAGE OF RECORDS AND

ACCOUNTS.

BUILDING HEIGHT MODIFICATIONS: BUSINESS OCUPANCY - TYPE VB, NON-SPRINKLERED

B U

OCUPANCY

ALLOWABLE ACTUAL

ALLOWABLE HEIGHT

PER 504.3

ALLOWABLE STORIES

PER 504.4

40'-0"

2 STORIES

24'-2"

2 STORIES

SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES

SECTION 506 BUILDING AREA

506.2.1 SINGLE-OCCUPANCY, ONE-STORY BUILDINGS

THE ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH NO MORE THAN ONE STORY ABOVE GRADE PLANE SHALL

BE DETERMINED IN ACCORDANCE WITH EQUATION 5-1.

506.2.3 SINGLE-OCCUPANCY, MULTI-STORY BUILDINGS

THE ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE THAN ONE STORY ABOVE GRADE PLANE SHALL BE

DETERMINED IN ACCORDANCE WITH EQUATION 5-2.

TYPES OF CONSTRUCTION6

SECTION 602 CONSTRUCTION CLASSIFICATION

602.5 TYPE V

TYPE V CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE STRUCTURAL ELEMENTS, EXTERIOR WALLS AND

INTERIOR WALLS ARE OF ANY MATERIAL PERMITTED BY THIS CODE.

TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

BUILDING ELEMENTS REQUIRED PROVIDED

STRUCTURAL FRAME

COLUMNS, BEAMS, TRUSSES

BEARING WALLS

NON-BEARING WALLS

FLOOR CONSTRUCTION

INCLUDING SUPPORTS

ROOF CONSTRUCTION

INCUDING SUPPORTS

EXTERIOR

INTERIOR

EXTERIOR

INTEROR

0 HOUR 0 HOUR

SEE TABLE 602

0 HOUR 0 HOUR

TABLE 602 FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE

DISTANCE TYPE GROUP B

< 5 FT 1 HOUR

≥ 5 FT < 10 FT 1 HOUR

≥ 10 FT < 30 FT 0 HOUR

≥ 30 FT 0 HOUR

FIRE AND SMOKE PROTECTION FEATURES7

SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS

B U

GROUP: B

TYPE: VB

At=

NS=

If=

FRONTAGE INCREASE

PER 506.3

NOT TAKEN

If=

Aa=[At+(NS x If)] x SA [9,000 + (9,000 x 0.00)] x 2 [9,000] x 2

Aa=

B U

FRONTAGE INCREASE

PER 506.3

ALLOWABLE AREA PER 506.2

BUILDING AREA MODIFICATIONS: BUSINESS OCCUPANCY - TYPE VB, NON-SPRINKLERED

B OCCUPANCY

ALLOWABLE AREA

DETERMINATION PER 506.2.4

ALLOWABLE AREA PER 506.2 ALLOWABLE AREA

DETERMINATION PER 506.2.4

B OCCUPANCY

703.7 MARKING AND IDENTIFICATION

WHERE THEY ARE IN AN ACCESSIBLE CONCEALED FLOOR, FLOOR - CEILING OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE

CONCEALED SPACE. SUCH IDENTIFICATION SHALL:

BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED

HORIZONTALLY ALONG THE WALL OR PARTITION;

INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR

OTHER WORDING.

18,000 SF

9,000 SF

0.00

ALLOWABLE ACTUAL

FLOOR 1 = 722 SF

FLOOR 2 = 246 SF

TOTAL = 968 SF

TOTAL = 1,010 SF

B U

ALLOWABLE HEIGHT

PER 504.3

ALLOWABLE STORIES

PER 504.4

40'-0"

2 STORIES

12'-0"

1 STORY

B U

ALLOWABLE HEIGHT

PER 504.3

ALLOWABLE STORIES

PER 504.4

40'-0"

2 STORIES

10'-0"

1 STORY

0.00

NOT TAKEN

If= 0.00

GROUP: B

TYPE: VB

At=

NS=

If=

9,000 SF

0.00

Aa=[At+(NS x If)] [9,000 + (9,000 x 0.00)] [9,000]

Aa= 9,000 SF

B U

ALLOWABLE AREA PER 506.2 ALLOWABLE AREA

DETERMINATION PER 506.2.4

B OCCUPANCY

TOTAL = 340 SF

0.00

GROUP: B

TYPE: VB

At=

NS=

If=

9,000 SF

0.00

Aa=[At+(NS x If)] [9,000 + (9,000 x 0.00)] [9,000]

Aa= 9,000 SF

FRONTAGE INCREASE

PER 506.3

NOT TAKEN

If=

NSF OCC/SF OCC

/ =220 8

CONCESSIONS

NSF OCC/SF OCC

/ =55 1

ELEC.

NSF OCC/SF OCC

/ =342 18

TEAM RM

NSF OCC/SF OCC

/ =140 1

STORAGE

FEC - 1

8 A

FEC - 1

LEGEND:

EGRESS LOAD

EGRESS CAPACITY

EGRESS DOOR TYPE

##/###=## EGRESS LOAD CALCULATION

FEC - 1 FREESTANDING FIRE EXTINGUISHER

PATH OF TRAVEL

1 HR FIRE BARRIER

FEC - 1

NSF OCC/SF OCC

/ =82 1

PRESS BOX

NSF OCC/SF OCC

/ =160 1

STORAGE

33.6"

2" 3' - 0" 2"

3' - 4"

SINGLE DOOR

33.6"/.2 = 168 EGRESS CAPACITYAA

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

CODE ANALYSIS

A0.01

1002 S MAIN ST

GREENSBORO, GA

30642

REVISIONS

No. Date Description

06/24/24 ISSUED FOR PERMIT

07/24/24 PROPOSAL DOCUMENTS

3/32" = 1'-0"A0.01

1 CODE ANALYSIS FLOOR PLAN - FIRST FLOOR

3/32" = 1'-0"A0.01

2 CODE ANALYSIS FLOOR PLAN - SECOND FLOOR

1/4" = 1'-0"A0.01

3 EGRESS DOOR WIDTHS

ACOUSTICAL SEALANT

CEILING MATERIAL AS

SPECIFIED, SEE RCP

1 LAYER 1/2" HIGH IMPACT

GYPSUM BOARD, PAINTED

WALL BASE AS SPECIFIED

P.T. WOOD STUD TRACK

WOOD STUDS @ 16" O.C. MAX.

SEAL ALL VOIDS

GENERAL NOTES:

CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE RESISTANCE RATED WALLS (AND CORRESPONDING FIRE RESISTANCE RATING) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AN SHAFT ENCLOSURES BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING:

1 & 2 HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS.

IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM

LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND.

EXTEND AND ANCHOR ALL STUD FRAMING TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED.

MAINTAIN HORIZONTAL CONTINUITY OF FIRE RATED FLOOR-CEILING AND ROOF-CEILING ASSEMBLIES, TYPICAL.

WHERE NO CEILING IS SCHEDULED, EXTEND GYPSUM WALL BOARD TO UNDERSIDE OF FLOOR OR ROOF DECK

ABOVE.

THE LETTER INDICATES WALL TYPE.

SEE CORRESPONDING DETAIL ON

WALL TYPES SHEET.

THE NUMBER FOLLOWING THE LETTER INDICATES NOMINAL

STUD OR CMU SIZE PER THE FOLLOWING:

(NONE) = 3 5/8" STUD

1 = 1 5/8" MTL. STUD

2 = 2 1/2" MTL. STUD

4 = 4" MTL. STUD

6 = 6" MTL. STUD

8 = 8" MTL. STUD

10 = 10" MTL. STUD

(NONE) = 8" CMU

4 = 4" CMU

6 = 6" CMU

8 = 8" CMU

12 = 12" CMU

GENERAL NOTES, SOUND ISOLATION WALLS:

ALL WALLS DESIGNATED FOR SOUND ISOLATION SHALL RECEIVE ACOUSTICAL SEALANT ALONG THE ENTIRE PERIMETER OF THE WALL, INCLUDING TOP, SIDES, AND CORNERS, UNLESS SIMILARLY SEALED FOR OTHER

REASONS, SUCH AS FIRE RESISTANCE.

ALL WALLS DESIGNATED FOR SOUND ISOLATION SHALL RECEIVE ACOUSTICAL SEALANT AT ALL PENETRATIONS

WHICH ARE NOT OTHERWISE SEALED AIR TIGHT.

WHERE BATT INSULATION IS SCHEDULED IN A WALL, THE THICKNESS OF THE BATTS SHALL BE THE LARGEST STANDARD THICKNESS THAT CAN BE CONTAINED WITHIN THE DEPTH OF THE SCHEDULED STUD CAVITY.

WHERE BATT INSULATION IS SCHEDULED IN A SOUND ISOLATION WALL, CUT BATTS 1" WIDER THAN STUD

SPACING AND CREASE TO FIT IN CAVITY, TYPICALLY.

GENERAL NOTES, WET LOCATION PARTITIONS:

GYPSUM WALLBOARD IN ROOMS SUBJECT TO MOISTURE ACCUMULATION SUCH AS TOILETS, SHOWERS, CUSTODIAL CLOSETS, ETC. SHALL BE MOISTURE RESISTANT TYPE.

USE CEMENTITIOUS TILE BACKER BOARD ON ALL INTERIOR WALLS THAT ARE TO RECEIVE WALL TILE.

A NON-RATED CMU WALL

FLOOR MATERIAL AS

SPECIFIED

DECKING OR

STRUCTURE ABOVE

3-1/2" WOOD STUDF

CEILING MATERIAL AS

SPECIFIED, SEE RCP

1 LAYER 1/2" HIGH IMPACT

GYPSUM BOARD EA. SIDE,

PAINTED

WALL BASE AS SPECIFIED

P.T. WOOD STUD TRACK

WOOD STUDS @ 16" O.C. MAX.

SEAL ALL VOIDS

FLOOR MATERIAL AS

SPECIFIED

DECKING OR

STRUCTURE ABOVE

3-1/2" WOOD STUDG

ACOUSTICAL SEALANT,

BOTH SIDES

CEILING MATERIAL AS

SPECIFIED, SEE RCP

WALL BASE AS SPECIFIED

SEAL ALL VOIDS

FLOOR MATERIAL AS

SPECIFIED

DECKING OR

STRUCTURE ABOVE

6" CMUA6

CMU WALL, PAINTED WHERE

EXPOSED

ACOUSTICAL SEALANT,

BOTH SIDES

CEILING MATERIAL AS

SPECIFIED, SEE RCP

WALL BASE AS SPECIFIED

SEAL ALL VOIDS

FLOOR MATERIAL AS

SPECIFIED

DECKING OR

STRUCTURE ABOVE

8" CMU (1 HR RATED)B8

CMU WALL, PAINTED WHERE

EXPOSED

FIRE SEAL BETWEEN

T.O. WALL AND DECK

1 HR RATED - UL#906

FIRE SEAL BETWEEN

B.O. WALL AND FLOOR

CMU WALL WITH SPRAY

FOAM INSULATION IN ALL

CAVITY VOIDS

8" INSULATED CMUK

INTERIOR OF CMU PAINTED

WHERE EXPOSED, COLOR AS

SELECTED BY ARCH.

SPLIT FACE EXTERIOR, COLOR

AS SELECTED BY ARCH.

1/2" 5 1/2" 5/8" 7/8"

5/16"

FIBER CEMENT PANEL ON 6" CWOOD STUDL

BATT INSULATION

5/8" OSB SHEATHING

6" WOOD STUD

1/2" HIGH IMPACT GYPSUM

BOARD, PAINTED

7/8" HAT CHANNEL

B 1-HR RATED CMU WALL

G FULL HEIGHT PARTITIONF FULL HEIGHT FURR OUT PARTITION

K INSULATED SPLIT FACE CMU L FIBER CEMENT PANEL ON WOOD STUD

Y W

S W

O O

O R

-1 /2

'-0

-1 /2

'-0

-1 /2

'-0

8" CMUA8

FIBER CEMENT PANEL, SEE

ELEVATIONS FOR TYPE AND EXTENT

WALL PENETRATIONS TO BE SEALED

TO MAINTAIN FIRE RATING

7 5/8"

WEATHER BARRIER

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

WALL TYPES

A0.60

1002 S MAIN ST

GREENSBORO, GA

30642

REVISIONS

No. Date Description

06/24/24 ISSUED FOR PERMIT

07/24/24 PROPOSAL DOCUMENTS

DN DN

EXISTING HIGH SCHOOL

A1.21

NEW HOME

DUGOUT

NEW

VISITOR

DUGOUT

NEW CONCESSIONS

& PRESSBOX BLDG

RE-LOCATED

EXISTING

MONUMENT

EXISTING SCOREBOARD

EXISTING FOUL POLE

EXISTING POLE LIGHT, TYP.

EXISTING FOUL POLE

EXISTING BASEBALL DIAMOND

EXISTING SIDEWALK

EXISTING

BLDG

EXISTING FENCE

WILSON STREET

NEW 8' TALL GATE; TIE-

INTO EXISTING FENCE

NEW 8' TALL GATE; TIE-

INTO EXISTING FENCE

EXISTING TO REMAIN FENCE

48' - 0"

40' - 0

14' - 0"

45.00°

.0 0°

EXISTING TO REMAIN

POLE LIGHT, TYP.

EXISTING RE-LOCATED

BLEACHERS, TYP OF 2

A3.01

EX. TRANSFORMER

EX. MANHOLE

TYP.R 2' - 0"

TYP.

R 2' - 0"

R 15' - 0"

R 6'

- 0

R 6' - 0"

CUT EX. CONC. SIDEWALK

AND PREP FOR NEW CONC.

SIDEWALK JOINT

25' - 0"

TYP.6' - 0

30' - 0"

R 6' - 0"

R 2' - 0" R 2' - 0

R 50' - 0"

3' - 1"

NEW ADA

CURB RAMP

NEW 8' HIGH VINYL COATED

FENCE; TIE-INTO EXISTING FENCE

-2' - 0"-4' - 0"

-6' - 0"

0' - 0"

V.I.F.

SLOPE

OPEH.P.

R 56' - 0"

ALL NEW CONCRETE SIDEWALKS TO BE 4" 3000 PSI (2" SLUMP) W/ BROOM

FINISH, 6X6-W2.9 WWF ON 98% COMPACTED GRADE. PROVIDE EXPANSION

JOINTS @ PERIMETER OF ALL BUILDINGS AND 25'-0" O.C. MAX. PROVIDE

CONTROL JOINTS @ 10'-0" O.C., TYP.

ALL CONCRETE SIDEWALKSTO HAVE POSITIVE (1/8" PER FT) SLOPE AWAY FROM

BUILDINGS AND WALLS U.N.O. ON SITE PLAN.

ALL DISTURBED AREAS TO RECIEVE GRASS, FERTILIZER, AND TEMP.

IRRIGATION AT CONTRACTORS EXPENSE UNTIL STANDING GRASS HAS BEEN

MOWED 3 TIMES. PROVIDE POSITIVE SLOPE AWAY FROM ALL STRUCTURES,

WALLS, AND SIDEWALKS, TYP.

PROVIDE HANDRAILS AT BOTH SIDES OF ALL RAMPS, SEE DETAIL

GENERAL NOTES:

/12 A4.00

SYMBOLS LEGEND:

BUILDING / WALL SECTION

BUILDING / INTERIOR ELEVATION

DETAIL CALLOUT

SPOT ELEVATION

HIGH POINT / RIDGE OF SLOPED SIDEWALKH.P.

MATERIAL SYMBOLS:

NEW CONC. SIDEWALK

ETR SIDEWALK

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

ARCHITECTURAL

SITE PLAN

A1.01

1002 S MAIN ST

GREENSBORO, GA

30642

1/16" = 1'-0"A1.01

1 ARCHITECTURAL SITE PLAN

REVISIONS

No. Date Description

REF. REF.

CONCESSIONS

TOILET

ELEC.

RE-LOCATED

ELEC. PANELS

A3.00

A2.10 4

A2.102

A2.10

A3.00

W2W2W2

11' - 0" 4' - 0" 4' - 0" 4' - 0" 8" 10' - 4"

2' - 8" 3' - 4" 10' - 0" 1' - 4" 10' - 8" 3' - 4" 2' - 8"

0" 3'

4" 5'

4" 3'

34' - 0"

6' - 0"

4' - 8"

6' - 0"

A5.00

A4.00

105 104

102.1

" A4 A4

A8A8

A6A6

A3.00

FD FD

C-02 C-03 C-01 B8

102.1

M-02

C-04

ICE

M-01C-05 M-05

M-03

M-04

C-03

A8.00

C-06

HOME DUGOUT

STORAGE

TEAM RM

TOILET

MB - 8' X 4'

A3.01

A2.105

A2.10

0" 7'

28' - 8"

6' - 0" 8' - 0" 2' - 8" 12' - 0"

8' - 8" 4' - 8" 3' - 4" 12' - 0"

A3.01

A5.00

SLOPE 1/8" PER FT

A3.01

PORTABLE ALUM. BENCHES,

SEE SPECS (TYP. OF 4)

A3.01

SIM.

CUBICLE TRACK

& CURTAIN

TEAM LOCKERS,

TYP. OF 24

VISITOR DUGOUT

A3.01

A2.10

A2.10 8

31' - 4"

26' - 8"3' - 6"

/8 " P

PORTABLE ALUM. BENCHES,

SEE SPECS (TYP. OF 4)

A3.01

SIM.

A3.01

SIM.

PRESS BOX

STORAGE

A3.00

W1 W1

4' - 0" 4' - 0"

5' - 4 1/2" 6' - 7" 15' - 4 1/4"

4' - 8"

G F

L L

PA SPEAKERS (NIC)

A3.00

STAIR

12' - 0"

A3.00

C-04

14' - 0"

0" 1"

1' -0

8" / 1'-0"

1' -0

8" / 1'-0"

1' -0

A3.00

A1.41

A3.00

1/2" / 1'-0"

10' - 0"

4' - 0"

1/ 2"

-0

1 1

ROOF GENERAL NOTES:

ALL ROOFING SHALL BE WATER TIGHT AND IN ACCORDANCE WITH THE NATIONAL ROOFING

CONTRACTORS ASSOCIATION (NRCA) ROOFING AND WATERPROOFING MANUAL, CURRENT

EDITION.

MINIMUM ROOF SLOPE SHALL BE 1/4" : 12" U.N.O. PROVIDE TAPERED INSULATION AS REQ'D TO

MAINTAIN POSITIVE SLOPE TO ROOF DRAINS AND ELIMINATE ANY POTENTIAL AREAS OF

STANDING WATER. R-VALUE OF TAPERED INSULATION SHALL NOT REDUCE OVERALL ROOF

ASSEMBLY BELOW R-30 MIN.

ALL WOOD BLOCKING AND PLYWOOD AT ROOF SHALL BE FIRE RETARDANT TREATED.

KEYNOTES:

GUTTER & DOWNSPOUT1

PRE-ENGINEERED CANOPY;

CENTERED OVER DOOR

AND/OR WINDOW OPENING

FLOOR PLAN GENERAL NOTES:

ALL DIMENSIONS SHOWN ARE TO F.O. STUD OR F.O. CMU U.N.O.

CONTRACTOR TO PROVIDE BULLNOSE CMU AT ALL EXPOSED OUTSIDE CORNERS OF INTERIOR

CMU WALLS U.N.O.

ALL INTERIOR WALLS SHALL EXTEND TO THE B.O. DECK / SHEATHING ABOVE U.N.O.

TRANSITIONS BETWEEN CMU AND GYPSUM INTERIOR WALLS SHALL BE CAULKED, TYPICAL.

CONTRACTOR TO PROVIDE ACCESS PANELS AS REQUIRED, SEE MEP DAWINGS FOR

LOCATIONS.

SYMBOLS LEGEND:

WINDOW TAG, SEE SCHEDULE#

ROOM NAME

BUILDING / WALL SECTION

BUILDING / INTERIOR ELEVATION

DETAIL CALLOUT

WALL TAG, SEE WALL TYPES ON

SPOT ELEVATION

DOOR TAG, SEE DOOR SCHEDULE ON

ROOM NAME / NUMBER

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

FLOOR PLANS

A1.21

1002 S MAIN ST

GREENSBORO, GA

30642

1/4" = 1'-0"A1.21

1 FLOOR PLAN - FIRST FLOOR - CONCESSIONS / TOILETS

1/4" = 1'-0"A1.21

4 FLOOR PLAN - HOME DUGOUT

1/4" = 1'-0"A1.21

2 FLOOR PLAN - VISITOR DUGOUT

1/4" = 1'-0"A1.21

5 FLOOR PLAN - SECOND FLOOR - PRESS BOX

1/4" = 1'-0"A1.21

6 ROOF PLAN - PRESS BOX / CONCESSIONS

1/4" = 1'-0"A1.21

7 ROOF PLAN - HOME DUGOUT

1/4" = 1'-0"A1.21

3 ROOF PLAN - VISITOR DUGOUT

REVISIONS

No. Date Description

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

10' - 0"A

N/C

WALL MOUNTED

ADJUSTABLE FAN, TYP. EXHAUST FAN, TYP.

12' - 8"A

8' - 0"A

P.A. SYSTEM BY OTHERS

WALL MOUNTED

ADJUSTABLE FAN, TYP.

EXHAUST FAN

VARIESA

VARIESA VARIESA

N/C

CUBICLE TRACK

& CURTAIN

VARIESA

GENERAL NOTES:

ALL BULLNOSE CMU SHALL STOP AT B.O. CEILING, TYPICAL.

ALL SUSPENDED FIXTURES / CEILING SYSTEMS SHALL BE SUPPORTED FROM STRUCTURE

ABOVE. NOTHING IS TO BE FASTENED TO THE UNDERSIDE OF THE DECK ABOVE.

MEP ITEMS ARE SHOWN FOR REFERENCE ONLY. COORDIANTE ALL ASSOCIATED WORK WITH

MEP DRAWINGS.

CEILING MATERIAL SCHEDULE

3/4" PLYWOOD W/ 1" BATTENS @ 4' O.C., PAINTED

NO CEILING, EXPOSED STRUCTUREN/C

SYMBOLS LEGEND:

X'-X" CEILING HEIGHT

N/C NO CEILING

LIGHT FIXTURE, SEE ELEC.

EXHAUST FAN, SEE MECH.

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

REFLECTED CEILING

PLANS

A1.31

1002 S MAIN ST

GREENSBORO, GA

30642

1/4" = 1'-0"A1.31

1 REFLECTED CEILING PLAN - FIRST FLOOR - PRESS BOX

1/4" = 1'-0"A1.31

3 REFLECTED CEILING PLAN - SECOND FLOOR - PRESS BOX

1/4" = 1'-0"A1.31

2 REFLECTED CEILING PLAN - FIRST FLOOR - HOME DUGOUT

1/4" = 1'-0"A1.31

4 REFLECTED CEILING PLAN - FIRST FLOOR - VISITOR DUGOUT

REVISIONS

No. Date Description

TYP.

4' - 0"

WOOD JOISTS, SEE STRUCT.

P.T. WOOD FASCIA BOARD

PRE-FORMED METAL

ROOFING SYSTEM

ROOF UNDERLAYMENT

5/8" OSB ROOF SHEATHING

LIGHT FIXTURE, SEE ELEC.

ALUM. GUTTER & DOWNSPOUT

PRE-FINISHED METAL

FASCIA PANEL

3/4" PLYWOOD SOFFIT W/ 1"

BATTENS (PAINTED), SEE RCP

2" CONT. SOFFIT VENT

6" P.T. WOOD STUDS @ 16" O.C.

SCHEDULED FLOOR FINISH

WOOD JOISTS, SEE STRUCT.

INSULATED SPLIT FACE CMU, SEE

ELEVATIONS FOR TYPE & EXTENT

METAL CLOSURE TRIM, TYP

BOTH ENDS OF SOFFIT

3/4" PLYWOOD SUB-FLOOR

P.T. WOOD BLOCKING

BOND BEAM, SEE STRUCT.

ROOF INSULATION W/ RAFTER VENTS

RIDGE COVER

ROOF UNDERLAYMENT

BATT INSULATION SIZED TO FIT

JOISTS W/ RAFTER VENTS

WOOD JOISTS

"Z" CLOSURE FIELD CUT TO

FIT TIGHTLY BETWEEN RIBS

STANDING SEAM METAL ROOF

18 GA. CONT. PANEL END SUPPORT

2X12 P.T. WOOD RIDGE BOARD

ROOF SHEATHING

ROOF UNDERLAYMENT

VALLEY FLASHING

STANDING SEAM METAL ROOF

WOOD JOISTS, SEE STRUCT.

BATT INSULATION SIZED TO

FIT JOISTS W/ RAFTER VENTS

ROOF SHEATHING

1/2"

PROVIDE SUPPORT UNDER TRIM AS REQ'D

MIN.

1' - 0"

"Z" CLOSURE FIELD CUT TO FIT TIGHTLY

BETWEEN RIBS

CEMENTITIOUS PANEL ON 7/8" VERTICAL

HAT CHANNEL. PROVIDE ALUMINUM

CLOSURE TRIM AT TOP AND DRIP EDGE

FLASHING TRIM AT BOTTOM

CONT. GABLE CLIP

CONT. AIR / VAPOR BARRIER

ROOF UNDERLAYMENT EXTEND UP

VERTICAL SURFACE TO TERMINATE

UNDER WALL FLASHING

STANDING SEAM METAL ROOF

ROOF UNDERLAYMENT

BATT INSUL. SIZED TO FIT JOIST

CAVITY W/ RAFTER VENTS

WOOD JOISTS, SEE STRUCT.

P.T. WOOD BLOCKING

WOOD STUDS W/ BATT INSUL.

SIZED TO FIT CAVITY

SCHEDULED WALL FINISH

(PAINTED WHERE EXPOSED)

ROOF SHEATHING

2ND FLOOR

+12' - 0"

TYP.

4' - 0"

WOOD JOISTS, SEE STRUCT.

P.T. WOOD FASCIA BOARD

PRE-FORMED METAL ROOFING SYSTEM

ROOF UNDERLAYMENT

5/8" OSB ROOF SHEATHING

"Z" CLOSURE TRIM

HEAD WALL FLASHING

ROOF UNDERLAYMENT & HEADWALL

FLASHING, EXTEND UP VERTICAL

SURFACE TO TERMINATE UNDER

ALUM. WINDOW

J-CLOSURE TRIM (TOP & BOTTOM)

SILL FLASHING

ALUM. WINDOW, SEE SCHEDULE

LIGHT FIXTURE, SEE ELEC.

ALUM. GUTTER & DOWNSPOUT

PRE-FINISHED METAL

FASCIA PANEL

3/4" PLYWOOD SOFFIT W/ 1" BATTENS

(PAINTED), SEE RCP

2" CONT. SOFFIT VENT

6" P.T. WOOD STUDS @ 16" O.C.

1/2" GYP BD, PAINTED

6" WOOD STUDS W/ BATT INSUL.

SIZED TO FIT STUD CAVITIES

5/8" OSB W/ CONT. AIR /

VAPOR BARRIER

P.T. WOOD BLOCKING

SCHEDULED WALL BASE

SCHEDULED FLOOR FINISH

S.S. COUNTERTOP W/

4" BACKSPLASH

WOOD JOISTS, SEE STRUCT.

BOND BEAM, SEE STRUCT.

INSULATED SPLIT FACE CMU, SEE

ELEVATIONS FOR TYPE & EXTENT

METAL CLOSURE TRIM, TYP

BOTH ENDS OF SOFFIT

CEMENT PANEL ON 7/8"

VERTICAL HAT CHANNEL

3/4" PLYWOOD SUB-FLOOR

PRESS BOX

WOOD JOISTS, SEE STRUCT.

P.T. WOOD FASCIA BOARD

PRE-FORMED METAL

ROOFING SYSTEM

ROOF UNDERLAYMENT

5/8" OSB ROOF SHEATHING

PRE-FINISHED METAL

FASCIA PANEL

3/4" PLYWOOD SOFFIT W/ 1"

BATTENS (PAINTED), SEE RCP

METAL CLOSURE TRIM, TYP

BOTH ENDS OF SOFFIT

ROOF INSULATION W/ RAFTER VENTS

J-CLOSURE TRIM

1/2" GYP BD, PAINTED

SCHEDULED CEILING, SEE RCP

5/8" OSB W/ CONT. AIR /

VAPOR BARRIER

P.T. WOOD BLOCKING

CEMENT PANEL ON 7/8"

VERTICAL HAT CHANNEL

6" WOOD STUDS W/ BATT INSUL.

SIZED TO FIT STUD CAVITIES

2" CONT. SOFFIT VENT

WOOD JOISTS, SEE STRUCT.

P.T. WOOD FASCIA BOARD

PRE-FORMED METAL

ROOFING SYSTEM

ROOF UNDERLAYMENT

5/8" OSB ROOF SHEATHING

PRE-FINISHED METAL

FASCIA PANEL

3/4" PLYWOOD SOFFIT W/ 1"

BATTENS (PAINTED), SEE RCP

METAL CLOSURE TRIM, TYP

BOTH ENDS OF SOFFIT

ROOF INSULATION W/ RAFTER VENTS

INSULATED SPLIT FACE CMU, SEE

ELEVATIONS FOR TYPE & EXTENT

P.T. WOOD BLOCKING

ALUM. GUTTER &

DOWNSPOUT

SCHEDULED CEILING, SEE RCP

2" CONT. SOFFIT VENT

NOTE: NO INSULATION OR

SOFFIT VENT @ SIM CONDITION.

WOOD JOISTS, SEE STRUCT.

PRE-FORMED METAL

ROOFING SYSTEM

ROOF UNDERLAYMENT

5/8" OSB ROOF SHEATHING

ROOF INSULATION W/ RAFTER VENTS

INSULATED SPLIT FACE CMU, SEE

ELEVATIONS FOR TYPE & EXTENT

P.T. WOOD BLOCKING

SCHEDULED CEILING, SEE RCP

P.T. WOOD BLOCKING SIZED TO FIT

JOISTS. PROVIDE 2" SLOT IN TOP

OF BLOCKING FOR RAFTER VENT.

PROVIDE ALUM. MESH SCREEN TO

COVER SLOTS, TYP.

BOND BEAM, SEE STRUCT.

WOOD JOISTS, SEE STRUCT.

P.T. WOOD FASCIA BOARD

PRE-FORMED METAL

ROOFING SYSTEM

ROOF UNDERLAYMENT

5/8" OSB ROOF SHEATHING

PRE-FINISHED METAL

FASCIA PANEL

3/4" PLYWOOD SOFFIT W/ 1"

BATTENS (PAINTED), SEE RCP

METAL CLOSURE TRIM, TYP

BOTH ENDS OF SOFFIT

ROOF INSULATION W/ RAFTER VENTS

J-CLOSURE TRIM

1/2" GYP BD, PAINTED

SCHEDULED CEILING, SEE RCP

5/8" OSB W/ CONT. AIR /

VAPOR BARRIER

P.T. WOOD BLOCKING

CEMENT PANEL ON 7/8"

VERTICAL HAT CHANNEL

6" WOOD STUDS W/ BATT INSUL.

SIZED TO FIT STUD CAVITIES

2" CONT. SOFFIT VENT

ALUM. GUTTER & DOWNSPOUT

P.T. WOOD BLOCKING

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

ROOF DETAILS

A1.41

1002 S MAIN ST

GREENSBORO, GA

30642

1 1/2" = 1'-0"A1.41

1 TYPICAL ROOF EAVE DETAIL

1 1/2" = 1'-0"A1.41

2 ROOF SADDLE DETAIL

1 1/2" = 1'-0"A1.41

3 ROOF VALLEY DETAIL

1 1/2" = 1'-0"A1.41

4 ROOF DETAIL @ SLOPED ROOF

1 1/2" = 1'-0"A1.41

8 ROOF DETAIL @ PRESS BOX WINDOW

REVISIONS

No. Date Description

06/24/24 ISSUED FOR PERMIT

07/24/24 PROPOSAL DOCUMENTS

1 1/2" = 1'-0"A1.41

5 ROOF RAKE DETAIL @ PRESS BOX

1 1/2" = 1'-0"A1.41

6 ROOF DETAIL @ TEAM RM

1 1/2" = 1'-0"A1.41

7 ROOF DETAIL @ TEAM RM / HOME DUGOUT

1 1/2" = 1'-0"A1.41

9 ROOF DETAIL @ PRESS BOX

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

05C05B 05A 07C 08A08A 04A 04B 05B

FREEZE-PROOF WATER

FOUNTAIN, SEE SPECS

105104

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

05C05B05A05A 07A 07C08A08A 04A 04B05B 05B

10A

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

05C05B05A07A 07C 04A 04B05B 05B07C

W2W2W2

W1 W1

P.A. SPEAKERS (NIC)

10A

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

05C 05B 05A 05A07A07C08A04A 04B 05B05B

10A

1ST FLOOR

+0' - 0"

ROOF

+20' - 0"

05C

DESIGN-BUILD BACKSTOP

NETTING SYSTEM, SEE SPECS

BLACK VINYL COATED CHAIN-LINMK FENCE

& PADDING, COLOR AS SELECTED BY ARCH

HELMET RACK W/ DOUBLE HOOK (TYP. OF 24)

EQ EQ EQ EQ

10A

1ST FLOOR

+0' - 0"

05C04B04A 08A 05A 05B

10A

1ST FLOOR

+0' - 0"

ROOF

+20' - 0"

05C

EQ EQ EQ

DESIGN-BUILD BACKSTOP

NETTING SYSTEM, SEE SPECS

BLACK VINYL COATED CHAIN-LINMK FENCE

& PADDING, COLOR AS SELECTED BY ARCH

HELMET RACK W/ DOUBLE HOOK (TYP. OF 24)

1ST FLOOR

+0' - 0"

05C04B04A05A05B

ELEVATION LEGEND:

KEYNOTES:

STOREFRONT / WINDOW, SEE SCHEDULE ON A6.02

DIVISION 04 - MASONRY

MASONRY VENEER TYPE 104A

MASONRY VENEER TYPE 2; WAINSCOT BAND

TO BE ON ALL SIDES OF ALL BLDGS, TYP.

04B

DIVISION 05 - METALS

ALUMINUM GUTTER05A

ALUMINUM DOWNSPOUT05B

DIVISION 07 - THERMAL / MOISTURE

FIBER CEMENT PANEL TYPE 107A

07B FIBER CEMENT PANEL TRIM (TO BE USED AT ALL EDGES /

PERMIETER OF FIBER CEMENT PANEL U.N.O.)

DIVISION 08 - DOORS & WINDOWS

08A DOOR / FRAME, SEE A6.00

DIVISION 26 - ELECTRICAL

LIGHTING FIXTURE, SEE ELECTRICAL26A

07C STANDING SEAM METAL ROOF

PRE-FINISHED METAL FASCIA05C

DIVISION 10 - SPECIALTIES

PRE-FABRICATED ALUM. CANOPY, SEE SPECS10A

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

BUILDING

ELEVATIONS

A2.10

1002 S MAIN ST

GREENSBORO, GA

30642

1/4" = 1'-0"A2.10

1 NORTH ELEVATION - CONCESSIONS / PRESS BOX

1/4" = 1'-0"A2.10

2 EAST ELEVATION - CONCESSIONS / PRESS BOX

1/4" = 1'-0"A2.10

3 SOUTH ELEVATION - CONCESSIONS / PRESS BOX

1/4" = 1'-0"A2.10

4 WEST ELEVATION - CONCESSIONS / PRESS BOX

1/4" = 1'-0"A2.10

5 EAST ELEVATION - HOME DUGOUT

1/4" = 1'-0"A2.10

6 NORTH ELEVATION - HOME DUGOUT

1/4" = 1'-0"A2.10

7 SOUTH ELEVATION - VISITOR DUGOUT

1/4" = 1'-0"A2.10

8 WEST ELEVATION - VISITOR DUGOUT

REVISIONS

No. Date Description

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

A3.00

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

A3.00

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

A1.41

TYP.

4' - 0"

CONCESSIONS

PRESS BOX

03.A

04.B

08.A

09.E

04.E

04.D

08.A

03.B

A1.41

09.D04.B

06.H

09.A 09.B

09.C 06.D

04.E 06.E

07.B 05.B

07.C 06.D

09.D 09.C

06.E 07.D

07.A 06.B

A6.00

06.G

09.A

09.B

03.D

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

A1.41

TYP.

4' - 0"

26.A

06.E 07.D

07.A 06.B

03.A

09.A

04.D

03.B

04.B

08.B

06.H

09.A

06.E

06.G

04.A

03.F

05.D

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

TOILET

TYP.

4' - 0"

A1.41

06.E 07.D

07.A 06.B

03.A

09.A

04.D

03.B

09.B

06.H

09.A

06.E

06.G

09.d

04.B

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

PRESS BOX

CONCESSIONS

ELEC.

A1.41

06.E

07.D

07.A

06.B

03.A

09.A

04.A

06.E

09.D

09.A 09.B

09.C 06.D

06.G

09.A

09.B09.B

06.E

07.D

07.A

06.B

09.D

A1.41

DIVISION 3 - CONCRETE

03.A REINFORCED CONCRETE SLAB ON GRADE, SEE STRUCTURAL.

03.B CONCRETE FOOTING, SEE STRUCTURAL.

03.C GROUT SOLID.

03.D CONCRETE SIDEWALK, SEE SITE PLAN.

03.E CONCRETE STAIR / RAMP, SEE STRUCTURAL.

03.F CONCRETE COMPOSITE SLAB, SEE STRUCT.

03.G CONC. BENCH

DIVISION 4 - MASONRY

04.A CMU (PAINTED WHERE EXPOSED).

04.B 8" INSULATED CMU W/ SPLIT FACE EXTERIOR & WATER-RESISTANT MORTAR. PROVIDE FOAM

INSULATION IN ALL EMPTY CORES.

04.C MASONRY VENEER, SEE ELEVATION FOR TYPE AND EXTENT.

04.D CMU FOUNDATION WALL, SEE STRUCTURAL.

04.E BOND BEAM LINEL, SEE STRUCTURAL.

DIVISION 5 - METALS

05.A METAL DECK, SEE STRUCTURAL.

05.B 7/8" LIGHT GAUGE METAL FURRING.

05.C PRE-FINISHED METAL FASCIA & VENTED SOFFIT SYSTEM.

05.D METAL RAILING, PAINTED.

DIVISION 6 - WOOD & PLASTICS

06.A FIRE RETARDANT AND PRESSURE TREATED WOOD BLOCKING.

06.B 5/8" OSB SHEATHING.

06.C 4" WOOD STUDS.

06.D 6" WOOD STUDS.

06.E 10" WOOD JOISTS.

06.E BATTEN BOARD CEMENTITIOUS PANEL

06.F CEMENTITIOUS EDGE AND CORNER TRIM

06.G 3/4" PLYWOOD SUB FLOOR

06.H 10" WOOD RIM JOIST

DIVISION 7 - THERMAL & MOISTURE

07.A PRE-FORMED METAL ROOFING SYSTEM.

07.B CONTINUOUS AIR/VAPOR BARRIER SYSTEM ON 5/8" OSB SHEATHING.

07.C R-20 BATT INSULATION.

07.D R-38 BATT INSULATION.

07.E NOT USED

07.F ALUMINUM SHEET METAL TRIM, GUTTER, AND DOWNSPOUT SYSTEM.

07.G PRE-MOLDED, COMPRESSIBLE EXPANSION JOINT FILLER.

07.H FIRE STOPPING.

DIVISION 8 - DOORS & WINDOWS

08.A ALUMINUM WINDOW, SEE SCHEDULE ON A6.00.

08.B DOOR / FRAME, SEE DOOR SCHEDULE.

DIVISION 9 - FINISHES

09.A FLOOR FINISH, SEE FINISH SCHEDULE.

09.B WALL BASE, SEE FINISH SCHEDULE.

09.C 1/2" GYPSUM BOARD (PAINTED).

09.D PLYWOOD CEILING W/ 1" TRIM TO CONCEAL JOINTS (PAINTED).

09.E STAINLESS STEEL COUNTERTOP W/ 4" BACKSPLASH.

DIVISION 10 - SPECIALTIES

10.A

DIVISION 12 - FURNISHINGS

12.A

DIVISION 22 - PLUMBING

22.A PIPE, SEE MECHANICAL / PLUMBING.

22.B DRAIN, SEE PLUMBING.

22.C CAST IRON DOWNSPOUT BOOT AND CLEAN-OUT (PAINTED), SEE PLUMBING.

DIVISION 23 - MECHANICAL

23.A HVAC DUCTWORK, SEE MECHANICAL.

23.B MECHANICAL LOUVER, SEE MECHANICAL.

DIVISION 26 - ELECTRICAL

26.A LIGHT FIXTURE, SEE ELECTRICAL.

WALL SECTION KEYNOTES:

2ND FLOOR

+12' - 0"

PRESS BOX

STAIR

3-1/2" WOOD

STUDS @ 16" O.C.

HANDRAIL

P.T. WOOD STUD TRACK

1/2" GYP BD, PAINTED

SCHEDULED WALL BASE

SCHEDULED FLOOR FINISH

WOOD JOISTS,

SEE STRUCT.

8" CMU WALL

SCHEDULED CEILING

WOOD STAIRS

WOOD BLOCKING AS REQ'D

SOLID WOOD CAP, COLOR &

FINISH AS SELECTED BY ARCH.

1/2"1/2"

CAULK JOINT

P.T. WOOD BLOCKING

WOOD JOISTS, SEE STRUCT.

PRE-FORMED METAL

ROOFING SYSTEM

ROOF UNDERLAYMENT

5/8" OSB ROOF SHEATHING

3/4" PLYWOOD, PAINTED

STEEL BEAM, SEE STRUCT.

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

CONCESSIONS /

PRESS BOX WALL

SECTIONS

A3.00

1002 S MAIN ST

GREENSBORO, GA

30642

1/4" = 1'-0"A3.00

1 SECTION @ CONCESSIONS / PRESS BOX

1/4" = 1'-0"A3.00

2 SECTION @ CONCESSIONS / TOILETS

1/2" = 1'-0"A3.00

5 WALL SECTION @ CONCESSIONS & PRESS BOX WINDOW

1/2" = 1'-0"A3.00

6 WALL SECTION @ PRESS BOX ENTRANCE

1/2" = 1'-0"A3.00

7 WALL SECTION @ TOILET RM

1/2" = 1'-0"A3.00

8 WALL SECTION @ PRESS BOX DORMER

REVISIONS

No. Date Description

06/24/24 ISSUED FOR PERMIT

07/24/24 PROPOSAL DOCUMENTS

1" = 1'-0"A3.00

3 SECTION DETAIL @ LOW WALL

1" = 1'-0"A3.00

4 SECTION DETAIL @ DUGOUT STEEL BEAM

A3.01

A3.01 6 A3.00

1ST FLOOR

+0' - 0"

A3.01

A3.00

1ST FLOOR

+0' - 0"

A1.41

03.B

04.D

09.A

09.B

04.B

03.A

06.E

07.D

07.A

06.B

09.D

TEAM RM

1ST FLOOR

+0' - 0"

09.A

09.B

04.B

03.A

06.E

07.D

07.A

06.B

09.D

HOME DUGOUT

TEAM RM

A1.41

LOCKER ON 4" CONC.

CURB (TYP. OF 24),

SEE SPECS

CUBBIES (TYP. OF 24),

SEE SPECS

ALUM. BENCHES,

SEE SPECS

1ST FLOOR

+0' - 0"

09.A

04.A

03.A

06.E

07.A

06.B

09.D

03.B

04.D

HOME DUGOUT

A1.41

SIM.

1ST FLOOR

+0' - 0"

VISITOR DUGOUT

09.A

04.A

03.A

06.E

07.A

06.B

09.D

03.B

04.D

A1.41

SIM.

CUBBIES (TYP. OF 24),

SEE SPECS

ALUM. BENCHES,

SEE SPECS

0" 1'

0" 4"

2' - 0"

FIELD GRADE

4" SPLIT FACE CMU

CAST STONE CAP, SLOPE

1/4"/FT W/ 1" OVERHANGS AND

DRIP PROFILES BOTH SIDES

CONC. FOOTING

CRUSHED STONE

HORIZONTAL JOINT

REINFORCEMENT

CONC. SIDEWALK, SEE SITE PLAN

REINFORCEMENT, SEE STRUCT.

DESIGN-BUILD BACKSTOP

NETTING SYSTEM

6" 6'

4" 2'

2' - 0"

FIELD GRADE

CAST STONE CAP, SLOPE

1/4"/FT W/ 1" OVERHANGS AND

DRIP PROFILES BOTH SIDES

6" OD SCH 40 PRE-FINISHED

ALUM. FENCE COLUMN

GROUND SLEEVE

24" DIA. CONC. PIER, SEE STRUCT.

CRUSHED STONE

#3 CIRCULAR CLOSED

TIES @ 12" O.C.

HORIZONTAL JOINT

REINFORCEMENT

CONC. SIDEWALK, SEE SITE PLAN

4" SPLIT FACE CMU

(8) #5 VERT. BARS

(3) #3 CIRCULAR CLOSED

TIES @ TOP @ 3" O.C.

TYP.

3" CLEAR

DIVISION 3 - CONCRETE

03.A REINFORCED CONCRETE SLAB ON GRADE, SEE STRUCTURAL.

03.B CONCRETE FOOTING, SEE STRUCTURAL.

03.C GROUT SOLID.

03.D CONCRETE SIDEWALK, SEE SITE PLAN.

03.E CONCRETE STAIR / RAMP, SEE STRUCTURAL.

03.F CONCRETE COMPOSITE SLAB, SEE STRUCT.

03.G CONC. BENCH

DIVISION 4 - MASONRY

04.A CMU (PAINTED WHERE EXPOSED).

04.B 8" INSULATED CMU W/ SPLIT FACE EXTERIOR & WATER-RESISTANT MORTAR. PROVIDE FOAM

INSULATION IN ALL EMPTY CORES.

04.C MASONRY VENEER, SEE ELEVATION FOR TYPE AND EXTENT.

04.D CMU FOUNDATION WALL, SEE STRUCTURAL.

04.E BOND BEAM LINEL, SEE STRUCTURAL.

DIVISION 5 - METALS

05.A METAL DECK, SEE STRUCTURAL.

05.B 7/8" LIGHT GAUGE METAL FURRING.

05.C PRE-FINISHED METAL FASCIA & VENTED SOFFIT SYSTEM.

05.D METAL RAILING, PAINTED.

DIVISION 6 - WOOD & PLASTICS

06.A FIRE RETARDANT AND PRESSURE TREATED WOOD BLOCKING.

06.B 5/8" OSB SHEATHING.

06.C 4" WOOD STUDS.

06.D 6" WOOD STUDS.

06.E 10" WOOD JOISTS.

06.E BATTEN BOARD CEMENTITIOUS PANEL

06.F CEMENTITIOUS EDGE AND CORNER TRIM

06.G 3/4" PLYWOOD SUB FLOOR

06.H 10" WOOD RIM JOIST

DIVISION 7 - THERMAL & MOISTURE

07.A PRE-FORMED METAL ROOFING SYSTEM.

07.B CONTINUOUS AIR/VAPOR BARRIER SYSTEM ON 5/8" OSB SHEATHING.

07.C R-20 BATT INSULATION.

07.D R-38 BATT INSULATION.

07.E NOT USED

07.F ALUMINUM SHEET METAL TRIM, GUTTER, AND DOWNSPOUT SYSTEM.

07.G PRE-MOLDED, COMPRESSIBLE EXPANSION JOINT FILLER.

07.H FIRE STOPPING.

DIVISION 8 - DOORS & WINDOWS

08.A ALUMINUM WINDOW, SEE SCHEDULE ON A6.00.

08.B DOOR / FRAME, SEE DOOR SCHEDULE.

DIVISION 9 - FINISHES

09.A FLOOR FINISH, SEE FINISH SCHEDULE.

09.B WALL BASE, SEE FINISH SCHEDULE.

09.C 1/2" GYPSUM BOARD (PAINTED).

09.D PLYWOOD CEILING W/ 1" TRIM TO CONCEAL JOINTS (PAINTED).

09.E STAINLESS STEEL COUNTERTOP W/ 4" BACKSPLASH.

DIVISION 10 - SPECIALTIES

10.A

DIVISION 12 - FURNISHINGS

12.A

DIVISION 22 - PLUMBING

22.A PIPE, SEE MECHANICAL / PLUMBING.

22.B DRAIN, SEE PLUMBING.

22.C CAST IRON DOWNSPOUT BOOT AND CLEAN-OUT (PAINTED), SEE PLUMBING.

DIVISION 23 - MECHANICAL

23.A HVAC DUCTWORK, SEE MECHANICAL.

23.B MECHANICAL LOUVER, SEE MECHANICAL.

DIVISION 26 - ELECTRICAL

26.A LIGHT FIXTURE, SEE ELECTRICAL.

WALL SECTION KEYNOTES:

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

HOME / VISITOR

DUGOUT WALL

SECTIONS

A3.01

1002 S MAIN ST

GREENSBORO, GA

30642

1/4" = 1'-0"A3.01

1 SECTION @ HOME DUGOUT

1/4" = 1'-0"A3.01

2 SECTION @ VISITOR DUGOUT

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

5 WALL SECTION @ TEAM RM

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

6 WALL SECTION @ TEAM RM / DUGOUT

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

7 WALL SECTION @ TYPICAL DUGOUT SIDE WALL

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

8 WALL SECTION @ VISITOR DUGOUT

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

3 SECTION @ LOW WALL

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

4 SECTION @ LOW WALL FENCE COLUMN

REVISIONS

No. Date Description

REF.

13R

D N 8R

A4.00

4' - 8"

4' - 0"

12"

12"12"

12"

2" 3'

3/ 8"

4' - 8"

STAIR

11' - 0" 4' - 0"

5" 4'

4' - 0"

0' - 0" A4.00

GUARDRAIL, SEE /6 A4.00

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

STAIR

4" 4'

102.1

(2) LAYERS 5/8" FIRE

RATED GYP. BD

1ST FLOOR

+0' - 0"

2ND FLOOR

+12' - 0"

ROOF

+20' - 0"

1-1/2" O.D. METAL HANDRAIL,

BRUSHED FINISH

WALL BRACKET AS REQ'D 2'

1' - 0"

PAINTED CONC. RISERS, TYP.

SCHEDULED FLOOR

FINISH AT TREADS, TYP.

TYP.

�1"

TYP.

11"

2"X2"X1/4" METAL GUARDRAIL / POSTS,

SPACED 48" O.C. MAX., PAINTED

3/4"X3/4" METAL BALUSTERS,

PAINTED

TYP.

4" MAX.

1-1/2" O.D. METAL HANDRAIL,

PAINTED

6" A

.F .F

. T

A4.00

2"X2"X1/4" METAL POSTS /

GUARDRAILS, PAINTED

3/4"x3/4" SOLID SQUARE ROD

BALUSTERS, PAINTED

1-1/2" O.D. METAL HANDRAIL,

SEE DETAIL

MIN.

2 1/4"

2"X2"X1/4" METAL POSTS /

GUARDRAILS, PAINTED 3'

A .F

.F . T

/6 A4.00

1-1/2" O.D. METAL HANDRAIL,

PAINTED

WALL BRACKET, 5'-0" O.C.

SPACING MAX.

CMU WALL OR

GUARDRAIL, SEE PLANS

MIN.

2 1/4"

1/2"

1-1/2" O.D. METAL

HANDRAIL, PAINTED

2"X2"X1/4" METAL POSTS

/ GUARDRAILS, PAINTED

METAL WALL BRACKET

FASTENED TO POSTS

AS REQ'D

2 1/4"

2X12 WOOD STRINGER

1/2" WOOD RISER, PAINTED

1" HARDWOOD STAIR TREAD W/

1" ROUND NOSING

WOOD SKIRT BOARD, PAINTED

MIN.

11"

TYP.

(2) LAYERS 5/8" FIRE RATED GYP BD.

FIRE SEAL AT ALL EDGES, TYP.

SCHEDULED FINISH

FINISHED F.O. WALL

SCHEDULED FLOOR FINISH

2X10 WOOD JOISTS W/ 3/4"

PLYWOOD SUB FLOOR

WOOD STRINGER, PAINTED

CAULK JOINT

(2) LAYERS 5/8" FIRE RATED GYP

BD. FIRE SEAL AT ALL EDGES, TYP.

RATED FIRE SEALANT TO MATCH WALL

ASSEMBLY, TYP. AT ALL EDGES OF CEILING

1' - 0"

LR10

1-1/2" O.D. METAL

HANDRAIL, PAINTED

1-1/2" METAL POSTS,

PAINTED

LR10

1' - 0"

�4' - 0" O.C. MAX

EQ EQ

SLOPE 1:12 MAX.

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

ENLARGED STAIR

PLANS, SECTIONS, &

DETAILS

A4.00

1002 S MAIN ST

GREENSBORO, GA

30642

3/8" = 1'-0"A4.00

1 ENLARGED STAIR PLAN

1/4" = 1'-0"A4.00

2 STAIR SECTION 1

1/4" = 1'-0"A4.00

3 STAIR SECTION 2

1/2" = 1'-0"A4.00

7 HANDRAIL ELEVATION AT STAIR

1 1/2" = 1'-0"A4.00

9 TYPICAL CONCRETE STAIR DETAIL

1" = 1'-0"A4.00

6 TYPICAL GUARDRAIL ELEVATION DETAIL

1" = 1'-0"A4.00

8 TYPICAL GUARDRAIL SECTION DETAIL

3" = 1'-0"A4.00

10 TYPICAL HANDRAIL SECTION DETAIL

1 1/2" = 1'-0"A4.00

11 TYPICAL HANDRAIL WRAP DETAIL

1 1/2" = 1'-0"A4.00

4 TYPICAL WOOD STAIR DETAIL

1 1/2" = 1'-0"A4.00

5 TYPICAL STRINGER DETAIL

REVISIONS

No. Date Description

06/24/24 ISSUED FOR PERMIT

07/24/24 PROPOSAL DOCUMENTS

3/4" = 1'-0"A4.00

12 HANDRAIL ELEVATION @ RAMP

REF. REF.

A5.00

2B A5.00

TOILET

9" 1'

5' - 0"

4" 2'

5' - 0"

3' - 0"1' - 6" 3' - 0" 1' - 6"

J B1 K J BFGD

F G H D

JB1KJB

L L

AHGM F D GA1E HAHGAHG BJKB1JDFGHA1E LBKJ

C1 M L B K J J B K J B1 D F G A1 E F EDG A1 C C1

CHART

SEE

C H

A1 A

C H

40"

C H

12" 24" MAX.

12"

MIN.

42"

MIN.

54"

36"

C H

1- 1/

8"20"

ALIGN W/

T.O. TTD

C H

DEF

GRAB BAR

C1 C B1 B

GHL JK

GRAB BAR

TOILET TISSUE

DISPENSER

GRAB BAR URINAL LAVATORY WATER CLOSET

SOAP DISPENSERHAND DRYER SANITARY NAPKIN

DISPOSAL

MIRROR

PLAN PLANPLAN

SYMBOL FIXTURE / ACCESSORY

ADULT

TOILET ROOM

ADA WATER CLOSET - TOILET SEAT HEIGHT

DIMENSIONS FOR TOILET FIXTURES

ADA WATER CLOSET - CENTERLINE TO WALL

ADA URINAL - OPENNING HEIGHT

ADA LAVATORY - COUNTER HEIGHT

GRAB BAR (T.O. BAR)

MOUNTING HEIGHTS FOR TOILET ACCESSORIES

TOILET TISSUE DISPENSER

HAND DRYER

MIRROR

SURFACE MOUNTED SOAP DISPENSER

D & E

WATER CLOSET - TOILET SEAT HEIGHT

URINAL - OPENNING HEIGHT

LAVATORY - COUNTER HEIGHT

17"

18"

34"

16"

15"

34"

24"

35"

40"

18"

40"

42"

48"

60"

30"

ADA CLEARANCES

WATER CLOSET

LAVATORY, URINAL, &

DRINKING FOUNTAIN

FULL-HEIGHT

MIRROR

24"

A5.00

1' - 6"

1' - 8"

TOILET

C1EA1

K B1

A1 EFDG C1 L LC1 M KB1J B1J K F G D A1 E

6" 54"

60"

CONTINUOUS

WALL BRACKET

OVERHEAD

SUPPORT

BRACKET24"

CONTINUOUS

WALL BRACKET

URINAL SCREEN TOILET PARTITION

MAX.

17" - 19"

CLEAR

15"

. S

U T

MIN.

�8"

SIDE VIEWPLAN Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

ENLARGED TOILET

PLANS, ELEVATIONS,

& DETAILS

A5.00

1002 S MAIN ST

GREENSBORO, GA

30642

3/8" = 1'-0"A5.00

2 ENLARGED TOILET PLAN - CONCESSIONS

2E 2F 2G 2H

2C 2D2B2A

1/4" = 1'-0"

TOILET FIXTURE SCHEDULE REVISIONS

No. Date Description

06/24/24 ISSUED FOR PERMIT

07/24/24 PROPOSAL DOCUMENTS

3/8" = 1'-0"A5.00

1 ENLARGED TOILET PLAN - TEAM RM

1A 1B 1C 1D

1/4" = 1'-0"A5.00

3 TYPICAL TOILET PARTITION DETAILS

1/2" = 1'-0"A5.00

4 ADA DRINKING FOUNTAIN DETAIL

1 GLAZING #2: 1" INSULATED GLAZING UNIT

(1/4" GLASS - 1/2" AIR GAP - 1/4" GLASS)

2 DOOR

GLAZING KEYNOTYES:

10.

WALLS 8" OR LESS SHALL RECEIVE WRAP AROUND FRAMES; WALLS LARGER

THAN 8" SHALL HAVE 8" FRAMES.

ALL FRAMES SHALL MEET REQUIRED SMOKE / FIRE RATING OF WALL

ASSEMBLY. REFER TO CODE ANALYSIS SHEETS FOR LOCATIONS.

ALL GLAZING SHALL BE SAFETY GLASS AND COMPLY WITH CPSC 16 CFR 1201.

COORDINATE DOOR FRAMES WITH ELECTRICAL REQUIREMENTS. ALL HOLLOW

METAL JAMBS SHALL BE GROUTED SOLID. ALL HOLLOW METAL HEADS SHALL

NOT BE GROUTED SOLID.

ALL GLAZING IN HOLLOW METAL FRAMES SHALL BE SECURED WITH FLUSH

MOUNTED FLAT HEAD SCREW FASTENED TRIM, SNAP-ON TRIM IS NOT

ACCEPTABLE.

ALL EXTERIOR METAL DOORS AND FRAMES SHALL BE INSULATED PER

SPECIFICATIONS.

ALL FLASHING OVER DOOR / WINDOW AND BELOW WINDOW OPENINGS SHALL

EXTEND 8" BEYOND OPENING AND TERMINATE AT 2" HIGH END DAM ON EACH

SIDE.

COORDINATE DOOR OPENINGS WITH DOOR SCHEDULE.

CONTRACTOR TO FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION.

ALL HOLLOW METAL FRAMES SHALL BE PAINTED, COLOR TO BE SELECTED BY

ARCHITECT.

GENERAL NOTES:

HEAD & JAMB MATERIAL KEYNOTYES:

NOT USEDA

NOT USEDB

NOT USEDC

GROUT SOLID

STEEL ANGLE (SEE STRUCT.)

BOND BEAM (SEE STRUCT.)

CMU

WOOD STUDSH

METAL ANCHORJ

NOT USED

SEALANT

INSULATION

GYPSUM BOARD

NOT USED

BRAKE METAL

WOOD BLOCKINGS

DOOR

8' - 0"

1/2" 1/2"

2" 2"

5/ 8"

1/2" 1/2"

2" 2"

5/ 8"

AA BB

2" DOOR 2"

0" 4"

T-2

VCT TO CONC. FLOOR

T-1

ALL EXTERIOR LOCATIONS

JOHNSONITE: RRS-XX-CZERO INTERNATIONAL - THRESHOLD 65

1 1/4" T-1

OVERHEAD COILING DOORS

1/2" 1/2"

H1 H2

1/2" 1/2"

1/2"

J2J1 J5 J6

1/2"

1A - SILL @ MASONRY FACADE

1B - JAMB @ MASONRY FACADE

1C - HEAD @ MASONRY FACADE

BOND BEAM W/ BULLNOSE

EDGE, SEE STRUCT.

SEALANT (BOTH SIDES), COLOR

TO MATCH ALUM. WINDOWS

ALUM. STOREFRONT

ASSEMBLY

MASONRY VENEER,

SEE ELEVATIONS

S.S. COUNTERTOP

INTERIOR OF CMU TO

BE PAINTED WHERE

EXPOSED, TYP.

SOLID CMU W/ BULLNOSE

EDGE @ JAMB, TYP.

SEALANT (BOTH SIDES), COLOR

TO MATCH ALUM. WINDOWS

ALUM. STOREFRONT

ASSEMBLY

MASONRY VENEER,

SEE ELEVATIONS

INTERIOR OF CMU TO

BE PAINTED WHERE

EXPOSED, TYP.

INTERIOR OF CMU TO

BE PAINTED WHERE

EXPOSED, TYP.

SEALANT (BOTH SIDES), COLOR

TO MATCH ALUM. WINDOWS

ALUM. STOREFRONT

ASSEMBLY

MASONRY VENEER,

SEE ELEVATIONS

SEALANT (BOTH SIDES)

2 1/2"

S.S. COUNTERTOP

2B - JAMB @ CEMENT PANEL FACADE

2C - HEAD @ CEMENT PANEL FACADE

FIBER CEMENT PANEL

ON VERTICAL 7/8" HAT

CHANNEL

SEALANT (BOTH SIDES), COLOR

TO MATCH ALUM. WINDOWS

J-CLOSURE TRIM

ALUM. WINDOW

ASSEMBLY

CEMENTITIOUS PANEL

ON VERTICAL 7/8" HAT

CHANNEL

J-CLOSURE TRIM

ALUM. WINDOW

ASSEMBLY

1/2" GYP BD (PAINTED)

CONT. AIR / VAPOR BARRIER

5/8" OSB SHEATHING

P.T. WOOD BLOCKING

SEALANT (BOTH SIDES), COLOR

TO MATCH ALUM. WINDOWS

1/2" GYP BD (PAINTED)

CONT. AIR / VAPOR BARRIER

5/8" OSB SHEATHING

6" WOOD STUDS W/ BATT

INSUL. INFILL

P.T. WOOD BLOCKING

6" WOOD STUDS W/ BATT

INSUL. INFILL

SELF-ADHERED MEMBRANE

FLASHING W/ S.S. DRIP PLATE

BRAKE METAL TRIM

2A - SILL @ CEMENT PANEL FACADE

SILL & RECEPTOR

CEMENTITIOUS PANEL

ON VERTICAL 7/8" HAT

CHANNEL

CONT. AIR / VAPOR BARRIER

1/2" GYP BD (PAINTED)

SEALANT (BOTH SIDES), COLOR

TO MATCH ALUM. WINDOWS

ALUM. WINDOW

ASSEMBLY

5/8" OSB SHEATHING

6" WOOD STUDS W/ BATT

INSUL. INFILL

J-CLOSURE TRIM

P.T. WOOD BLOCKING

FLASHING TERMINATION BAR

8" 4'

4' - 0"

W1 W2

Tower Place Building, 3340 Peachtree Road, N.E.

Suite 1800 Atlanta, Georgia 30326 404.522.8805

404.521.2118 (f)

PROJECT NO.

SHEET TITLE

SHEET NO.

RELEASED FOR CONSTRUCTION

THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED

WITHOUT WRITTEN PERMISSION.

REVISIONS

NOT

GREENE

COUNTY HIGH

SCHOOL

BASEBALL

FIELD

RENOVATION -

PHASE 1

24104.00

DOOR / WINDOW

SCHEDULE &

DETAILS

A6.00

1002 S MAIN ST

GREENSBORO, GA

30642

1/4" = 1'-0"A6.00

1 DOOR TYPES

3" = 1'-0"A6.00

2 HM FRAME PROFILES

1/4" = 1'-0"A6.00

3 HM FRAME TYPES

6" = 1'-0"A6.00

4 THRESHOLD / TRANSITION DETAILS

1 1/2" = 1'-0"A6.00

5 TYPICAL DOOR HEAD DETAILS

1 1/2" = 1'-0"A6.00

6 TYPICAL DOOR JAMB DETAILS

1 1/2" = 1'-0"A6.00

7 TYPICAL WINDOW DETAILS @ CMU WALLS

1 1/2" = 1'-0"A6.00

8 TYPICAL WINDOW DETAILS @ METAL STUD WALLS

REVISIONS

No. Date Description

06/24/24 ISSUED FOR PERMIT

07/24/24 PROPOSAL DOCUMENTS

NO. ROOM NAME

DOOR FRAME

E R

D W

NOTES

SIZE

D O

O R

D O

O R

E M

L DETAILS

G H

1ST FLOOR

101 CONCESSIONS 3' - 0" 7' - 0" 1 3/4" A HM 1 HM H1 J1 02

102 ELEC. 3' - 0" 7' - 0" 1 3/4" A HM 1 HM H1 J1 03

102.1 ST 3' - 0" 3' - 0" 1 3/4" A HM 1 HM H1 J1 45 MIN. 05

103 ST 3' - 0" 7' - 0" 1 3/4" A HM 1 HM H1 J1 02

104 TOILET 3' - 0" 7' - 0" 1 3/4" A HM 1 HM H1 J1 04

105 TOILET 3' - 0" 7' - 0" 1 3/4" A HM 1 HM H1 J1 04

106 TEAM RM 3' - 0" 7' - 0" 1 3/4" A HM 1 HM H1 J1 08

107 TEAM RM 3' - 0" 7' - 0" 1 3/4" A HM 1 HM H1 J1 02

108 TOILET 3' - 0" 7' - 0" 1 3/4" A SCW 1 HM H1 J1 07

109 STORAGE 8' - 0" 8' - 0" 2" B H3 J7 01 OVERHEAD COILING DOOR

2ND FLOOR

201 PRESS BOX 3' - 0" 7' - 0" 1 3/4" A SCW 1 HM H2 J4 06

1/4" = 1'-0"

WINDOW SCHEDULE

WALL CABINET W/ DOORS

1' - 2"

C-03

FRONT SECTION

BASE CABINET W/ DOORS

ADULT

3' - 0" 2' - 0"

C-02

FRONT SECTION

ADA SINK CABINET

ADULT

3' - 0"

C-01

SEE DETAIL

FRONT SECTION

COUNTERTOP WORK SURFACE

C-04

FRONT SECTION

SEE PLAN 2' - 0"

WALL MOUNTED C-TOP

BRACKETS AS REQ'D

STAINLESS STEEL COUNTERTOP W/ 4"

BACKSPLASH (OMIT @ WINDOWS, TYP.)

/2 A8.00

WALL CABINET W/ OPEN SHELVES

C-05

FRONT SECTION

BASE CABINET W/ DRAWERS

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 1, 2024.