RHS BB Hitting Facility_Addendum 1.pdf

ADDENDUM NO. 1

8236-D CCPS RHS BB Hitting Date: 10-24-23 Derthick Henley & Wilkerson Architects File: 8236-D

The following amendments to the specifications and/or revisions to the drawings shall be a part of the contract documents. Bidders, therefore, shall consider them when preparing cost estimates, and the contractors shall be bound by them.

FRONT END

1. Last day for RFI prior to bid is October 31, 2023

SPECIFICATIONS

DRAWINGS

Sheet G000 Revised sheets indicated.

Sheet A102 Revised overhead coiling door height.

Sheet A600 Revised overhead coiling door height.

Revised overhead door head detail.

Sheet M001 Revised electrical information in schedule.

Sheet E001 Revised conduit size and panel schedule.

Sheet E201 Revised key note 4.

E X

IS

TIN

G

FIR

E

H

YD

R

AN

T

E X

IS

TIN

G

FIR

E

H

YD

R

AN

T

E X

G

ATE

VALVE

MAINTENANCE

BUILDING

SO

FTBALL FIELD

12" CM

P

12" CM

P

W M

PAVILIO

N

ASPHALT

BAND PRACTICE

AREA

P.P.

P.P.

P.P.

D.I.

D.I.

D.I.

D.I.

M

ETAL

BUILDING

63.15'

95.59'

27.55'

147.31'

127.51'

157.75'

75.41'

55.52'

161.92'

39.92'

312.52'

161.04'

69.84'

61.74'

56.20'

126.41'

96.87'

145.87'

80.17'

132.01'

80.50'

35.53'30.24'

24.18'

40.71'

80.63'

40.35'

120.13'

100.22'

198.26'

82.22'

89.76'113.35'

73.61'

66.01'

62.64'

194.83' 56.05'

49.04'

58.27'

53.86'

131.79'

39.17'

51.70'

42.56'

52.07'

32.92'

38.98'

129.21'

148.96'

133.46'

30.21'

110.47'

96.81'

64.13'

286.53'

70.68'

37.41'

75.78'

23.98'

29.96'

32.47'

20.58'

260.58' 37.51'

55.32'

35.00'

54.24'

24.13'

75.00'

66.36'

33.40'

52.00'

35.85'

46.74'

TO

REM

AIN

EXST

BU

ILD

IN

G

PAD

EXST

BU

ILD

IN

G

EXST

BU

ILD

IN

G

EXST

BU

ILD

IN

G

EXST

BU

ILD

IN

G

726728

762764766

754758

766 764

748752754

END O

F G

AS M

AIN

P.P.

P.P.

P.P.

P.P.

P.P.

P.P.

P.P.

P.P.

P.P.

F.H.

F.H.

M .H.#26

M .H.#25

M .H.#29

M .H.#12

M .H.#15

M .H.#11

M .H.#16

M .H.#10

M .H.#17

M .H.#22

M .H.#8

M .H.#6

M .H.#7

M .H.#9

M .H.#5

M .H.#1

M .H.#3

M .H.#21

M .H.#4

M .H.#20

M .H.#19

M .H.#18

M .H.#31

M .H.#33

M .H.#28

M .H.#27

M .H.#23

M .H.#34

M .H.#14

M .H.#30

M .H.#32

B

AS

E B

ALL

SOFTBALL

HD

Y

D C V A

H

D

Y

D C V A

HD

Y

DN

CJ

CJ

CJCJ

746'-0"

748'-0"

750'-0"

746'-0"

748'-0"

750'-0"

CJ

CJCJ

1 2 3 4 5

A102

H11

A102H18

A102

A102 A18

A11

24'-6 1/8" +/-

A

B

C

D

New fill and asphalt

New 4" Concrete apron

Existing Building

Existing bleachers

Line of existing ballfield

Existing Building

1/

2"

1' -0

1/ 2"

1'

-0 " New Hitting

Facility

Existing rip-rap drainage ditch

Line of existing asphaltLine of existing asphalt

1 2 3 4 5

A

B

C

D

5,033 SF

Building Area

4,844 SF

Hitting Facility

Occ = 97Netting System

Netting System 115' - 6"

49 34

34" Egress Component Width

Egress Component Capacity Occupant Load

Life Safety Plan Legend (view in color for clarity)

Egress_distance

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2020 DHW ARCHITECTS, ALL RIGHTS RESERVED

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1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402 423 | 266 | 4816 www.dhw-architects.com

Permit #ENG23-001211 Project #23-010584

Ringgold High School Baseball Hitting Facility

9-29-23 Drawn: Author File: 8236-D

Cover Sheet

G000

29 Tiger Trail Ringgold, GA 30736

Derthick, Henley & Wilkerson Architects 1001 Carter Street Chattanooga, Tennessee 37402 423-266-4816 FAX 423-267-8830

CONTACTS

ARCHITECT

DERTHICK, HENLEY AND WILKERSON, ARCHITECTS

1001 Carter Street Chattanooga, Tennessee 37402 Telephone: (423) 266-4816 Fax: (423) 267-8830 Contact: Ray Boaz rboaz@dhw-architects.com

Sheet Number Sheet Name

Current Revision Description

Current Revision Date

General G000 Cover Sheet Addendum 1 10-24-23

Civil C100 Site Staking C200 Existing Conditions and Demolition C301 Site Grading C302 . Site Drainage C500 Sediment and Erosion Control Notes C501 Sediment and Erosion Control Phase I C502 Sediment and Erosion Control Phase II C700 Site Details

Structural S001 Structural General Notes and Details S002 Structural Details S003 Special Inspections S100 Structural Plans

Architecture A100 Floor Plan A101 Sections A102 Elevations Addendum 1 10-24-23 A103 Ceiling Plan A600 Openings Addendum 1 10-24-23

Mechanical M001 Mechanical Schedules & Plan Addendum 1 10-24-23

Electrical ES1.0 Electrical Site Plan

Electrical E001 - Electrical Project Schedules & Notes Addendum 1 10-24-23 E101 Electrical Lighting Plan E201 Electrical Power Plan Addendum 1 10-24-23

SHEET LIST

Code Analysis (edit for project)

Applicable Codes:

International Building Code, 2018 Edition, with Georgia Amendments (2020), (2022) International Fire Code, 2018 Edition (Contact State Fire Marshal Below) International Plumbing Code, 2018 Edition, with Georgia Amendments (2020), (2022), (2023) International Mechanical Code, 2018 Edition, with Georgia Amendments (2020) International Fuel Gas Code, 2018 Edition, with Georgia Amendments (2020), (2022) National Electrical Code, 2020 Edition, with Georgia Amendments (2021) International Energy Conservation Code, 2015 Edition, with Georgia Supplements and Amendments (2020), (2022), (2023)

Climate Zone 4A

Occupancy Type:

Occupancy Group A-3

Construction Type:

Per Table 601 Building is Type 2B

Fire Resistance Ratings per Table 601:

Structural Columns:0 Exterior Building Walls: 0 Structural Floor Beams:0 Structural Floor Slabs:0 Roofs: 0

Area Summary:

Fire Suppression System: None

SUMMARY

Rating Requirements:

713.4, 1009.3.1.2 and 402.4 Elevator Shaft & Room: N/A Stairs: N/A Separation between Occupancies: N/A

Building Occupancy:

Per Table 1004.1.2 Hitting Facility: 4827 sf / 50 = 97 occupants

Exits and Exit Capacity:

Per 1005.3

2 exits provided. 102" exit capacity provided.

97 occupants x .2" = 19.4" exit capacity required.

Exit Access Travel Distance:

Per Table 1016.2 Occupancy A-3: 200 feet without sprinkler system

Plumbing Fixtures:

Provided in existing adjacent buildings

GENERAL NOTES

Contractor shall field verify all dimensions, elevations, and locations of existing conditions affecting this project, prior to fabrication or installation of new work. Notify architect of any discrepancies from dimensions shown, noted, or required. Adjust dimensions of new construction at direction of architect to allow for actual field conditions.

Where a detail is shown or note is described for one condition, it shall apply for all like or similar conditions even though not specifically noted on the drawings.

Penetrations through floor slabs and walls shall be carefully cut with saws or drills and patched with same materials and thicknesses as existing.

All penetrations of fire rated walls, floor/ceiling assemblies, and roof/ceiling assemblies by electrical cables, cable trays, electrical conduit, mechanical piping, or plumbing piping shall be protected by through penetration firestop systems as tested by recognized testing laboratories in accordance with (ASTM e 814) UL 1479 "fire tests of through-penetration firestops". Copies of the test of each type penetration to be used shall be submitted for approval by the architect/engineer and building official prior to any installation. Copies of the approved submittal shall be maintained at the jobsite for inspection at all times.

Refer to mechanical, electrical & plumbing drawings for locations of Equipment.

Provide continuous separation between dissimilar materials as required to prevent galvanic corrosion.

Coordinate opening sizes and locations with mechanical, plumbing and electrical drawings.

CONSULTANT

Ringgold High School Baseball Hitting Facility 29 Tiger Trail

Ringgold, GA 30736

March Adams & Associates 310 Dodds Avenue Chattanooga, TN 37404 423-698-6675

Jeff Westbrook PE, Mechanical Engineering email: jeff.westbrook@marchadams.com Brian Horne PE, Structural Engineering email: horne@marchadams.com Joseph Parks PE, Civil Engineering email: joe.parks@marchadams.com

5,033 SF Building Area

G000

G12 Cover View

VICINITY

PLAN NORTH

G000

A100

1" = 20'-0"

A12 Site Plan Project North 5,033 SF Building AreaG000

A100

1" = 20'-0"

A6 Life Safety Plan

1 Addendum 1 10-24-23

1st Floor 753'-4"

1 2 3 4 5

J18 A101

Standing seam metal roofing panels

Metal roofing ridge capMetal roof rake trim

Matching Gutter Metal wall panel

Downspout

M8 Painted CMU

Downspout

Downspout

Galvanized guardrail with stainless handrail

Cast-in-place concrete stairs

M8 Painted CMU

'-0

Exhaust fan

Metal roof rake trim Metal roofing ridge capStanding seam metal roofing panelsMetal wall panel

Lighting, see ElectricalLighting, see Electrical

C J

C J

1st Floor 753'-4"

A18 A101

N14 A100

ABCD

'-8

Exhaust fan Exhaust fan

Metal wall panel

Matching Gutter

Metal roof rake trim

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

7' -1

1/

2"

Galvanized guardrail with stainless handrail

Cast-in-place concrete stairs

1st Floor 753'-4"

45 J18 A101

Line of CMU at O/H doors

'-0

"14 '-0

7' -1

1/

2"

Metal wall panel

M8 Painted CMU

Exhaust fan

Galvanized guardrail with stainless handrail

Downspout

4" conctere slab w/6x6 W2.4xW2.4 WWF

Metal roofing ridge cap

Standing seam metal roofing panels

Metal roof rake trim

Matching Gutter

Cast-in-place concrete stairs

Lighting, see Electrical

CMU control joint at lintel

C J

6" steel pipe bollard, typ

1st Floor 753'-4"

A18 A101

A B C D

'-8

Downspout

Metal wall panel

Metal roof rake trim

M8 Painted CMU

Lighting, see Electrical

Louver, see Mechanical Louver, see Mechanical

Matching Gutter

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

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2020 DHW ARCHITECTS, ALL RIGHTS RESERVED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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B

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M

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A

B

C

D

E

F

G

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K

L

M

N

P

Q

R

1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402 423 | 266 | 4816 www.dhw-architects.com

Permit #ENG23-001211 Project #23-010584

Ringgold High School Baseball Hitting Facility

9-29-23 Drawn: Nicholas D.

File: 8236-D

Elevations

A102

29 Tiger Trail Ringgold, GA 30736

A102

A100

3/16" = 1'-0"

H11 Elevation -South A102

A100

3/16" = 1'-0"

H18 Elevation - East

A102

A100

3/16" = 1'-0"

A11 Elevation - North A102

A100

3/16" = 1'-0"

A18 Elevation - West

H ei gh t

Width

H ei gh t

Width

H ei gh t

Width

H ei gh t

Width

F FG HG N

DF DFG DHG DN

Door Types **indicates1/4" tempered glass at doors without fire rating indicates fire rated glass at doors with fire rating

6"

8"

6"

6"6"

8"

6" 4"

8"

Frame Types

S

D

2" 2"

H ei gh t

Width

H ea d H ei gh t

H ei gh t

H ei gh t

H ei gh t

H ei gh t

H ei gh t

Width Panel 2

Width Panel 2

Width Panel 2

Width Panel 2

Width Panel 2

2" H ea d H ei gh t

2"

6"

8"

6"

6"

8"

6"

6"6"

8"

6"6"

8"

Panel 1 Panel 1 Panel 1 Panel 1

6" 4"

8"

6"4"

8" H ei gh t

Width

AL

3 1/2"

1/

2"

3 1/2"

Reinforced concrete floor slab assembly per structural

Aluminum threshold assembly set in full bed of butyl sealant & secured into concrete slab with stainless steel fasteners

Concrete sidewalk per civil (slope away from building, typ)

SS dowel & PVC sleeve assembly at 24" o.c.

Bitumen impregnated fiberboard expansion joint filler

6 3/4"

CMU jamb beyond

Sealant

CMU grouted solid

Precast bond beam header - see Structural for reinforcing

EXTERIORINTERIOR

Roll-up door coil housing assembly.

Anchor bolted into soild grouted CMU

Roll-up door slat assembly Coiling door jamb track assembly.

Anchor bolted into solid grouted CMU

MFR DRIP ANGLE TRIM

COMPRESSIBLE FILLER

MFR PANEL 1

CMU

Fill CMU cells at jambs with solid grout & continuous #5 bars.

EXTERIOR

INTERIOR

Roll-up door slat assembly

Roll-up door jamb track assembly with weatherstripping. Anchor bolt track assembly into solid grouted CMU at jamb

Sealant

Roll-up door housing above

SL

O

PE

:4

FR

O

M D

O O

R T

O

SL

AB

E D

G E

CMU

Castcrete 8F8-1B header -or- 8" bond beam header with 2 #5 bars, U.N.O.

Galvanized & painted hollow metal door frame assembly with reglet and compression type weatherstripping. Grouted solid

Caulk

Caulk

EXTERIORINTERIOR

Drip cap

Galvanized & painted insulated hollow metal door assembly

3/

4"

CMU

Fill CMU cells at jambs with solid grout & continuous #5 bars.

AS

S

C H

ED

U

LE

D

Galvanized & painted hollow metal door frame assembly with reglet and compression type weatherstripping. Grouted solid with masonry anchors

Caulk

Caulk

EXTERIOR

INTERIOR

1/ 2"

Galvanized & painted insulated hollow metal door assembly

OH

FACE OF WALL MOUNTED

OVERHEAD COILING

DOOR ASSEMBLY AS

SPECIFIED

DOOR WIDTH PER SCHEDULE

D O

O R

H

EI

G H

T

PE

R S

C H

ED

U

LE

CURTAIN WIDTH PER MANUFACTURER

O

VE

R

AL

L D

O O

R H

EI

G

H T

IN

C

LU

D

IN

G

H O

U

SI

N G

P

ER

M

AU

N

FA

C

TU

R

ER

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2020 DHW ARCHITECTS, ALL RIGHTS RESERVED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402 423 | 266 | 4816 www.dhw-architects.com

Permit #ENG23-001211 Project #23-010584

Ringgold High School Baseball Hitting Facility

9-29-23 Drawn: Author File: 8236-D

Openings

A600

29 Tiger Trail Ringgold, GA 30736

Door Schedule

Mark

Door Frame

Fire Rating Ac ce ss

C

TL

H ar dw ar e Se t

Hardware Set Use Comments Door Type Panel Material

Size

Frame Type Material

Frame Head

Detail

Width Panel 1 Width Panel 2 Width Height Thickness Head Jamb 1st Floor 100A HG HM 3'-0" 3'-0" 7'-0" 1 3/4" S HM 4" A18 D18 1 (none) 100B DHG HM 6'-0" 3'-0" 3'-0" 7'-0" 1 3/4" D HM 4" A18 D18 2 (none) 100C 10'-0" 10'-0" A18 D18 █ (none) Keyed motor control for overhead coiling door 100D 10'-0" 10'-0" A18 D18 █ (none) Keyed motor control for overhead coiling door

A600 1 1/2" = 1'-0"

D15 Door Detail - HM - Sill

A600 1 1/2" = 1'-0"

K18 Door Detail - Overhead - 8" CMU - Head

A600 1 1/2" = 1'-0"

G18 Door Detail - Overhead - 8"CMU - Jamb

A600 1 1/2" = 1'-0"

A18 Door Detail - HM - Head

A600 1 1/2" = 1'-0"

D18 Door Detail - Exterior CMU - Jamb

A600 1/4" = 1'-0"

A15 Overhead Door

Hardware Set 1 Closer Hinges Rim Panic Bar Weatherstripping Threshold

Hardware Set 2

(2) Closers Hinges

(2) rod Panic Bars Weatherstripping Threshold

1 2 3 4 5

A

B

C

D

DN

1. All mechanical work shall be done in accordance with all state and local laws and ordinances and in a manner satisfactory to the authority having jurisdiction. It shall be the responsibility of the Mechanical contractor to obtain all required permits, inspections and pay all applicable fees.

2. The mechanical contractor shall coordinate the routing of ductwork with other trades and ensure there is available space for all involved occupations before fabrication of ductwork begins. Ductwork sizes noted on mechanical plans are net clear inside dimensions.

3. The mechanical contractor shall not pass ductwork, piping, or place mechanical equipment directly over any electrical panels or electrical equipment. Coordinate with the electrical contractor to maintain clearances as required by codes.

4. Fire dampers are required where ductwork penetrates a one or more hour fire resistance rated assembly. [International Mechanical Code section 607 and International Building code 716.5]. Fire dampers may be omitted in 1-hour rated fire partitions where the duct penetrating the wall is not larger than 100 in², the duct does not terminate at a wall register, steel duct material is at least 0.0217 in. Thick, and the duct is located above a ceiling [International Building Code 716.5.4 and International Mechanical Code 607.5.3]. Fire dampers are also required where ducts pass through fire rated floor assemblies. Coordinate placement of all fire dampers with rated assemblies indicated on the architectural plans.

5. The mechanical contractor shall furnish all labor, materials, equipment, services and incidentals required for a complete and operating facility.

6. All mechanical equipment shall be provided complete with electrical starter, protective devices, and interlocks required for complete operable system.

7. Mechanical equipment placement shall allow for full service/maintenance as recommended by the equipment manufacturer.

8. Color and finish of air terminals, louvers, and wall caps shall be coordinated with the architect.

9. The mechanical contractor is responsible for the testing, adjusting and balancing of all air systems.

10. Outdoor air intakes shall not be located within 10'-0" of exhaust/relief louvers, wall caps, plumbing vents, or roof caps.

11. Units with air flows above 2,000 cfm must have a duct mounted smoke detector mounted in the supply duct downstream of all filters [2002 NFPA 90a 6.4.2.1]. Smoke detectors are also required in the return air stream prior to any exhausting from the building or mixing with outdoor air unless all portions of the building served by the air distribution system are protected by area smoke detectors connected to a fire alarm system in accordance with the international fire code [International Mechanical Code 606.2.1 and exception]. These smoke detectors must be wired to a fire alarm system when one is provided in a constantly attended location for supervisory signals [International Mechanical Code

606.4.1 and 2002 NFPA 90a 6.4.4]. Local ordinances may have more stringent requirements. Coordinate with electrical contractor. See electrical drawings for locations.

12. Insulating materials shall have a flame spread index not more than 25 and a smoke-developed index not exceeding 450 in accordance with

ASTM E 84.

13. The mechanical contractor shall size refrigerant line sets in accordance with the equipment manufacturer's guidelines.

14. Furnish mechanical as-built drawings as well as Operations & Maintenance manuals for all mechanical systems to the owner within 90 days of system acceptance by the authority having jurisdiction.

Mechanical Project Notes

Submittals are required for all equipment specified on schedule sheet.

The mechanical contractor shall provide the HVAC equipment submittals with an electrical summary sheet for use by the electrical engineer. The sheet shall indicate voltage, phase, MCA, and MOCP for all HVAC equipment submitted. Electrical values that conflict with information provided in the HVAC equipment submittals is sole responsibility of the mechanical contractor.

HVAC Submittals

Mechanical Symbols

T Thermostat - Wall Mounted with Unit Designation and Mounting Height to Bottom of Thermostat (Mounting Height 48" A.F.F. Unless Noted Otherwise on Plans).

Confirm Location(s) with Owner(s) Prior to Installation. Coordinate Installation with Electrical Contractor.

S Remote Temperature Sensor

<RTU-*>

+48" A.F.F.

H Humidistat - Wall Mounted with Unit Designation and Mounting Height to Bottom of Thermostat (Mounting Height 48" A.F.F. Unless Noted Otherwise on Plans).

Confirm Location(s) with Owner(s) Prior to Installation. Coordinate Installation with Electrical Contractor.

RTU-1

+48" A.F.F.

View Number on Sheet

Sheet on Which Detail Appears

Indicates Similar to Noted View When Present

Sections

Air Terminals

CD1

6"ø

Mark (See Air Terminal Schedule) Duct Connection Size Air Flow (cfm)

Supply Air Duct Up Supply Air Duct Down

Duct Centerline (Round Duct)

Ceiling Diffuser with Flexible Duct Connection and 4- Way Throw Direction Arrows, if Throw Indication Arrows Are Not Present, Assume 4-Way Throw

Direction of Air Flow

Mitered Rectangular Duct Elbow with Turning Vanes (Provide Turning Vanes in All Rectangular Supply Ductwork Even if Vanes Are Not Indicated, Turning Vanes Not Required in Return Air, Outdoor Air, And Exhaust Air Ducts Unless Indicated)

Rectangular Duct with Dimensions

Round Duct with Dimensions

18"x12" 18"ø

Damper in Ductwork, if Damper is Unlabeled, Assume Balancing Damper, Manual (B) Damper Types:

• B = Balancing Damper, Manual

• 2-P = 2-Position Damper, Motorized Actuator

• Mv = Full Motorized Variable Damper

• M2 = 2-Position Motorized Damper (Open/Close)

• F = Fire Damper

• FS = Combination Fire / Smoke Damper

• S = Duct-Mounted Smoke Detector. Provided, installed, and wired to the FACP by the Electrical Contractor.

B

CD Condensate Drain Piping (CD)

M301

SIM

Return / Outdoor Air Duct Up

Return / Outdoor Air Duct Down

Exhaust Air Duct Up Exhaust Air Duct Down

CO

Carbon Dioxide Sensor

R Relocate Existing

T Thermostat in Lockbox

Center Line

Connection - New/Existing

Thermostat Remote DisplayR

Door Undercut (3/4" Unless Otherwise Indincated)

Sizing Nomenclature

18" x 16" 18" Width x 16" Height on Floor Plans (Top View), Typical for Ductwork and Louvers

F

Fan Switch

Outdoor

Design Conditions

Indoor

Design Data Location

Heating db (99.6%)

Cooling db (0.4%)

Mean Coincident wb (0.4%)

Heating db

Cooling db

Cooling Relative Humidity

Chattanooga, TN

19.6

95.0

74.5

55% (Maximum) db: Dry Bulb °F wb: Wet Bulb °F Note: Outdoor conditions based upon ASHRAE Climatic Design Conditions 2017.

Weather Station Chattanooga AP, TN, USA (WMO:723240)

Current Energy Code 2012 IECC

Climate Zone 4A

Louvers:

L-1 Will Open When EF-1 Is On And Close When EF-1 Is Off.

Sequences of Operation

EF-1

EF-1

64"x32" L-1

64"x32" L-1

F F

Elevation 13' 8" To Center Of Louver (L-1, Typ. 2)

Fan Switches, Confirm Location w/Owner Prior To Installation, Coordinate Installation w/Electrical Contractor (Typ. 2)

Elevation 13' 8" To Center Of Fan (EF-1, Typ. 2)

Design Based On 8 ACH

Lines Indicate Fan / Louver Pairing For Operation.

Louver Actuator To Open Upon Fan Being Powered On.

Wall

Gravity Damper

Rain Hood

Fan

Revisions

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2020 DHW ARCHITECTS, ALL RIGHTS RESERVED

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1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402 423 | 266 | 4816 www.dhw-architects.com

Ringgold High School Baseball Hitting Facility

9-29-23

Drawn: SCK

File: 8236-D

MECHANICAL

SCHEDULES &

PLAN

M001

29 Tiger Trail Ringgold, GA 30736

Louver Schedule

Mark Manufacturer Model Description Material Size Notes Count

L-1 Greenheck Fan Corp. EAD-635 Motorized Intake Louver Aluminum 64"x32" 1-4 2

Notes:

1. Louver finishes shall be per Architect.

2. Flanded Frame

3. Insect Screen

4. Provide w/120V Actuator, 2-Position, Fail Close, Interlock w/EF-1 Operation

Approved Alternate Manufacturers: Greenheck, Ruskin

Fan Schedule

Mark Manufacturer Model Description Air Flow E.S.P. Fan Drive Type

Electrical

Control Sones Weight Notes CountPower Volt Phase MCA MOP

EF-1 Greenheck SBE-1H30 Sidewall Belt Drive Exhaust Fan 6500 CFM 0.25 in-wg Direct 450 W 208 V 3 4.4 A 15 A Wall Switch 17.2 86 lb 1-4 2

Notes:

1. Electrical Contractor To Install And Wire Disconnect Switch

2. NEMA Premium Efficient Motor

3. 1-Year Standard Warranty

4. Wall Housing (Include Mounted Gravity-Operated Damper)

1/8" = 1'-0"

1 - Mech

1 ADDENDUM 1 10-24-23

C J E F

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AGRICULTURE

9/29 /23

NTS

Sidewall Exhaust Fan

A-12

ELECTRICAL SYMBOLS LEGEND

LEGEND NOTES:

1. ALL WIRING DEVICES AND COVERPLATES ARE TO BE PER ARCHITECT.

LED WALL SCONCE. SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS.

LED HIGH BAY LIGHT. SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS.

EXIT SIGN/EXIT COMBO, SEE LIGHTIING SCHEDULE FOR INCLUSION OF EMERGENCY BATTERY PACKS. SHADING INDICATES NUMBER AND ORIENTATION OF FACES UNIVERSAL MOUNTING KIT. ARROW INDICATES PROVIDE KNOCKOUT FOR DIRECTIONAL ARROW IN

THE DIRECTION SHOWN. SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS.

WALL MOUNTED SWITCH, MOUNT 48" A.F.F. UNLESS OTHERWISE NOTED. NUMBER INDICATES TYPE (3-WAY, ETC.), PROVIDE NYLON FACEPLATES.

"D" INDICATES SLIDE DIMMER. COORDINATE SIZE WITH FIXTURES CONTROLLED TO AVOID FLICKERING.

PANELBOARDS; RECESSED OR SURFACE MOUNTED AS NOTED IN PANEL SCHEDULE. UNLESS OTHERWISE NECESSARY BY HEIGHT OF CABINET, MOUNT SO THAT TOP IS AT 6'-0" A.F.F.. 3'-0" HORIZONTAL CLEARANCE MUST BE MAINTAINED FROM FLOOR

TO CEILING IN FRONT OF ELECTRICAL PANELS.

HOMERUN TO PANELBOARD IN CONDUIT. LETTER INDICATES PANEL, NUMBER INDICATES CIRCUIT NUMBER. CROSS HATCHES INDICATE NUMBER OF CONDUCTORS TO BE #12 AWG UNLESSOTHERWISE NOTED. ALSO PROVIDE PHASE WIRES. LONG LINE

INDICATES NEUTRAL. SEPARATE GROUND WIRES FOR ALL CIRCUITS, SIZE PER NEC.

CONDUIT IN FLOOR SLAB OR UNDERGROUND, 3/4" UNLESS OTHERWISE NOTED.

SURFACE MOUNTED EXPOSED CONDUIT, 3/4" UNLESS OTHERWISE NOTED.

JUNCTION BOX, SIZE AND USE AS REQUIRED.

DISCONNECT SWITCH. ALL TO BE HEAVY DUTY. FUSE SIZE SHOWN ON DRAWINGS.

DUPLEX RECEPTACLE OUTLET.

"C" INDICATES MOUNTING AT COUNTER TOP HEIGHT, 6" ABOVE BACKSPLASH, VERIFY COUNTER HEIGHTS WITH ARCHITECT

PRIOR TO DOING ANY WORK.

"WP" INDICATES A WEATHERPROOF DEVICE MOUNTED HORIZONTALLY.

"G" INDICATES GROUND FAULT PROTECTED DEVICE OR BREAKER (SEE PANEL SCH.).

"U" INDICATES DUPLEX RECEPTACLE WITH TWO EACH USB PORTS.

GROUNDS TO LOCATED UP ON ALL RECEPTACLES.

TELEPHONE OUTLET, MOUNT AT 18" A.F.F. TO CENTER OF BOX, PROVIDE MEASURED PULL STRING, UNLESS OTHERWISE

SHOWN. CABLE & FACE PLATES BY OWNER.

SPECIAL PURPOSE RECEPTACLE. CONTRACTOR TO PROVIDE RECEPTACLE TO MATCH NEMA CONFIGURATION OF CORD & PLUG OF DEVICE TO BE PLUGGED INTO RECEPTACLE. "C" INDICATES MOUNTING AT COUNTER TOP HEIGHT, 6" ABOVE

BACKSPLASH.

MOTOR RATED SWITCH.$

J

GENERAL:

1. VERIFY ALL DOOR SWINGS WITH THE ARCHITECTURAL DRAWINGS BEFORE ROUGHING IN LIGHT SWITCHES TO INSURE PROPER LOCATION.

VERIFY ALL CASEWORK HEIGHTS TO INSURE THAT ALL OUTLETS ABOVE CASEWORK ARE AT THE PROPER HEIGHT.

2. VERIFY THE EXACT LOCATION OF ALL MOTORS AND EQUIPMENT OF ELECTRICAL AND OTHER TRADES BEFORE ROUGHING IN ELECTRICAL WORK. ALSO ADVISE OTHER TRADES OF THE LOCATIONS OF ELECTRICAL WORK WHICH WILL AFFECT THEIR WORK, PRIOR TO THE INSTALLATION OF THE ELECTRICAL WORK. COORDINATE LIGHT FIXTURE LOCATION WITH OTHER TRADES AND ARCHITECTURAL.

3. ALL DIMENSIONS AFFECTING ELECTRICAL WORK ARE TO BE CAREFULLY CHECKED AND VERIFIED WITH THE GENERAL CONTRACTOR

BEFORE ANY WORK IS DONE.

4. UNLESS OTHERWISE NOTED IN THE WRITTEN SPECIFICATIONS OR ON THE DRAWINGS, ALL ELECTRICAL WORK AND ELECTRICAL

EQUIPMENT ARE TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR.

5. FIRE WALL MEMBRANE PENETRATIONS SHALL CONFORM WITH IBC.

WIRE/CONDUIT:

1. ELECTRICAL CONTRACTOR IS TO PROVIDE CONDUITS AND BOXES FOR THERMOSTAT AND SENSOR LOCATIONS. COORDINATE WITH MECHANICAL FOR LOCATIONS, MOUNTING HEIGHTS, BOXES, & CONDUIT SIZE. PROVIDE MEASURED PULL STRINGS. STUB OUT IN 1/2"C.

2. PROVIDE MEASURED PULL STRINGS IN ALL CONDUIT TO BE LEFT EMPTY.

3. ALL 120V, 20A HOMERUNS OVER 100' SHALL BE #10 AWG.

4. PROVIDE SEPARATE GROUND WIRES FOR ALL CIRCUITS. NO RACEWAY GROUNDS.

5. CONTRACTOR IS REQUIRED TO PROVIDE CONDUIT SLEEVE PENETRATIONS THRU RATED WALLS FOR USE BY HIMSELF AND OTHER TRADES. COORDINATE SIZE AND LOCATION OF CONDUITS REQUIRED BY OTHER TRADES. THE INTERIOR OF ALL CONDUIT SLEEVES PENETRATING RATED WALLS ARE TO BE SEALED AROUND WIRING AND TO THE INTERIOR OF THE CONDUIT AT EACH END WITH FIRE STOP MATERIAL TO PRESERVE THE RATING INTEGRITY OF THE WALL; SEALING IS TO BE DONE ONLY AFTER ALL WIRING IS COMPLETE BOTH BY

THE ELECTRICAL CONTRACTOR AND OWNER.

6. CONDUIT ROUTING IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ROUTING SHOWN ON THESE DRAWINGS ARE FOR SCHEMATIC PURPOSES ONLY. THE ONLY EXCEPTION TO THIS IS THAT NO SURFACE MOUNTED CONDUIT WILL BE PROVIDED EXCEPT AS INDICATED ON THESE DRAWINGS UNLESS APPROVAL IS GIVEN BY OWNERS REP OR ENGINEER. CONDUIT SIZES INDICATED ON THESE DRAWINGS ARE MINIMUM SIZES FOR INDIVIDUAL HOMERUNS. CONTRACTOR IS FREE TO COMBINE DIFFERENT HOMERUNS IN SAME CONDUIT AND RESIZE ACCORDING TO NEC REQUIREMENTS. CONTRACTOR IS TO PROVIDE MULTIPLE RUNS OF CONDUIT AT HIS EXPENSE TO REPLACE LARGER INDIVIDUAL RUNS OF CONDUIT INDICATED ON THESE DRAWINGS WHERE FIELD CONDITIONS WILL NOT ALLOW THEM TO BE INSTALLED IN THE SIZES SHOWN. ELECTRICAL CONTRACTOR FREE TO USE LEAST EXPENSIVE WIRING METHOD AS ALLOWED BY CODE.

COORDINATE WITH OTHER TRADES FOR INSTALLATION SO THAT NO TRADES INSTALLED PIPING, DUCTWORK, OR RECESSED LIGHTING FIXTURES INTERFERES WITH THE ARCHITECTS REQUIRED MINIMUM CEILING HEIGHT.CONTRACTOR IS TO PUNCH THRU WALLS WITH CONDUIT RUNS AS REQUIRED BY FIELD CONDITIONS. LOCATE WALL PENETRATIONS ABOVE CEILING AREAS UNLESS OTHERWISE INDICATED.

FIRE STOP AS REQUIRED.

7. CONTRACTOR TO RUN ALL POLYPHASE CIRCUITRY IN CONDUIT OR IN MC FEEDERS. ALL OTHER WIRING ALLOWED TO BE LEAST EXPENSIVE INSTALLATION AS ALLOWED BY CODE AND AHJ. THIS NOTE SHALL OVERRIDE WIRE AND CABLE SPECIFICATIONS. ENT IS

ACCEPTABLE FOR LOW VOLTAGE WIRING.

8. CONTRACTOR IS FREE TO USE 1/2"C. WHERE ALLOWED BY NUMBER AND SIZE OF CONDUCTORS, FOLLOW NEC. CONTRACTOR IS ALSO FREE TO ROUTE CONDUITS IN THE SLAB IN PVC AS HE DEEMS APPROPRIATE. SEE WIRE/CONDUIT NOTE 6 ABOVE AND ELBOW

REQUIREMENTS IN SPECIFICATIONS.

POWER/SYSTEMS:

1. ALL BOXES FOR POWER AND/OR COMMUNICATION DEVICES SHALL BE LOCATED 18" A.F.F. TO CENTER OF BOX UNLESS OTHERWISE

NOTED. CONTRACTOR IS TO COORDINATE ALL DEVICE LOCATIONS WITH MILLWORK.

2. PROVIDE SERVICE ENTRANCE GROUNDING IN ACCORDANCE WITH NEC.

3. ALL COMMUNICATIONS SYSTEMS ARE TO BE PROVIDED BY OWNER. THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL CONDUIT AND

STANDARD BACKBOXES IDENTIFIED IN ELECTRICAL DOCUMENTS.

4. CONTRACTOR TO MARK CIRCUIT NUMBERS ON ALL J BOXES. MARK ON EXTERIOR IF NOT PAINTED, INTERIOR IF PAINTED.

5. PROVIDE TAMPERPROOF OUTLETS AS REQUIRED BY CODE.

LIGHTING:

1. CONTRACTOR IS TO VERIFY LIGHT FIXTURE COLOR/FINISHES WITH ARCHITECT PRIOR TO ORDER.

2. ALL LIGHT FIXTURES ARE TO BE CHECKED BEFORE ROUGHING IN TO INSURE THAT THEY CAN BE MOUNTED AS DIRECTED BY THE

DRAWINGS AND THAT THERE IS ENOUGH SPACE TO ALLOW SUCH.

3. RECESSED LIGHT FIXTURES IN INSULATED CEILINGS MUST BE I.C. RATED.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF HIS LIGHT FIXTURES WITH OTHER TRADES AND ARCHITECTURAL

DRAWINGS PRIOR TO ANY INSTALLATION.

5. PROVIDE PHOTOCELL ON ROOF FOR SWITCHING OF EXTERIOR LIGHTING. SWITCH THRU TIMECLOCK ALSO PROVIDED BY CONTRACTOR.

GENERAL ELECTRICAL PROJECT NOTES

SHEET LIST - ELECTRICAL

NUMBER NAME

E001 ELECTRICAL PROJECT SCHEDULES & NOTES

E101 ELECTRICAL LIGHTING PLAN

STANDARD

BALLAST

FIXTURE

BATTERY PACK

EMERGENCY

WALL SWITCH

SWITCH.

AHEAD OF

HOT WIRE

PULL EMERG.

NEUT

HOT

01 EMERGENCY FIXTURE WIRING DETAIL

DETAIL NOTES:

1. THIS DETAIL ALSO APPLIES TO FIXTURES WHICH ARE WIRED DIRECTLY FROM A BREAKER WITHOUT A WALL SWITCH. IN THIS

CASE, WIRE THE "HOT" LEAD FROM THE EMERGENCY BATTERY PACK TO ANOTHER BREAKER IN THE PANEL.

2. EMERGENCY EXIT SIGNS AND WALL BUG-EYES TO BE WIRED HOT LEG AHEAD OF ANY SWITCHING.

NO SCALE

LIGHTING FIXTURE SCHEDULE

Type MFG Model Description

EM OWNER

PROVIDED

1.

SCHEDULE NOTES

CONTACT ADAM FLOWERS WITH SESCOLIGHTING AT (423) 495-0495 FOR HELP WITH THE ABOVE LISTED FIXTURES.

ALL FINISH AND TRIM PER ARCHITECT. CONFIRM WITH ARCHITECT PRIOR TO ORDERING ANY FIXTURE.

CONTRACTOR TO PROVIDE CAGES FOR ALL: "EM" AND "XC" TYPE FIXTURES.

CONTRACTOR TO PROVIDE ALL MOUNTING AND ACCESSORIES FOR MOUNTING OF FIXTURES.

WALL MOUNTED EMERGENCY LIGHT. LED. TWO HEADS. 120V. NICAD BATTERY.

H LED HIGH BAY. 2' LENGHT, 24000lm, 80 CRI, 4000K CCT, UNIVERSAL VOLTAGE

XC EXIT SIGN/COMBO. RED LETTERS ON WHITE THERMOPLASTIC HOUSING. UNIVERSAL VOLTAGE. NICAD BATTERY. PROVIDE REMOTE BATTERY PACK FOR

REMOTE HEAD WHERE NEEDED.

XR REMOTE HEAD. PROVIDE REMOTE BATTERY PACK WITH USE OF EXIT/COMBO.

WILLIAMS

BEGHELLI

RHS BB Hitting

Facility

9-13-23

Drawn: DSA

File: 8236-D

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2020 DHW ARCHITECTS, ALL RIGHTS RESERVED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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29 Tiger Trail

Ringold, GA 30736

1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402

423 | 266 | 4816 www.dhw-architects.com

March Adams& Associates Consulting Engineers

310 Dodds Ave.

P.O. Box 3689 Chattanooga, Tennessee 37404

PH: (423)698-6675

MAA #23217

ELECTRICAL

SCHEDULES &

E001

NOTES

E201 ELECTRICAL POWER PLAN

WP EXTERIOR LED WALL SCONCE. 90W, 120VOWNER

PROVIDED

GH-2-L240-840-FP-DIM-UNV

LPW32-90-NW-G3-3-120

ES101 ELECTRICAL SITE PLAN

DISCONNECT

60A

GROUND

ROOF

3PH, 4W

480V

EXTERIOR INTERIOR

SCALE:

E001

ELECTRICAL RISER PLAN

N.T.S.

PANEL

"A"

125A FRAME

80A MCB

3PH, 4W

208/120V

NEMA 1

ENCLOSURE

TRANSFORMER NOTES

1. TRANSFORMER TO BE 480V DELTA PRIMARY TO 208Y/120V WYE SECONDARY, SIZE AS

INDICATED. TRANSFORMER TO BE 150° RISE.

RISER WIRING TABLE

GROUND PERCONDUITFED FROMMARK

WIRE

RACEWAYSIZE TYPE

TABLE NOTES:

1. ALL CONDUITS ABOVE GRADE TO BE EMT OR SCH80. CONDUITS IN CMU BLOCK TO BE EMT.

2. ALL BELOW GRADE ELBOWS TO BE RIGID OR SCH80 EXCEPT WHERE CONVERTING FROM PVC TO EMT

INSIDE WALLS, EMT ALLOWED THEN.

3. ALL ABOVE SLAB CONDUIT RUNS ARE TO BE RAN PARALLEL & PERPENDICULAR TO BUILDING

STRUCTURE.

TRANSFORMER

30KVA

480V, 3 PHASE

TO

208/120V, 3 PHASE

1 UTILITY-TRANSFORMER 6 AL. 2" 8

2 3NEMA 3R

FUSED AT

50A

NEMA 3R

DISCONNECT 6 AL. 1-1/4" 8

STEP-TRANSFORMER 2 AL. 1-1/2" 6

TO PRIMARY TRANSFORMER.

SEE SITE PLAN.

GROUND PER NEC.

PAD BY CONTRACTOR.

PEH-T20

BRZ-LR-U-W

BRH-WP-2BEGHELLI

2.

3.

4.

09/29/23

ADDENDUM 1 10-24-231

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ELECTRICAL KEYED NOTES

09/29/23

SCALE:

E1.0

ELECTRICAL POWER PLAN

1/4"=1'-0"

PROVIDE A 15A MOTOR RATED SWITCH FOR EF-1. WIRE WITH #12 CU + #12 G IN A 3/4" C.

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2020 DHW ARCHITECTS, ALL RIGHTS RESERVED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402

423 | 266 | 4816 www.dhw-architects.com

March Adams& Associates Consulting Engineers

310 Dodds Ave.

P.O. Box 3689 Chattanooga, Tennessee 37404

PH: (423)698-6675

MAA #23217

PROVIDE A 15A MOTOR RATED SWITCH FOR GARAGE DOOR MOTOR. WIRE WITH #12 CU

+ #12 G IN A 3/4" C.

ELECTRICAL

POWER PLAN

E201

3 APPROXIMATE LOCATION OF STEP-DOWN TRANSFORMER. SEE SITE PLAN AND RISER FOR

MORE DETAILS.

4 POWER CONNECTION FOR MOTORIZED INTAKE LOUVERS. INTERLOCK WITH RESPECTIVE

EXHAUST FAN. COORDINATE WITH MECHANICAL. PROVIDE ALL REQUIRED CONDUIT.

ADDENDUM 1 10-24-231

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