Addendum No 2.pdf

ADDENDUM NO. 2

8236-D CCPS RHS BB Hitting Date: 10-30-23 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

Add 07 61 13 Standing Seam Metal Roof Systems

DRAWINGS

Sheet G000 Revised sheets indicated.

Sheet C100 Added 2” conduit for fiber

Sheet E001 Revised lighting fixture schedule

8236-D / CCPS RHS BB Hitting Facility

07 61 13 - 1 STANDING SEAM METAL ROOF

SYSTEMS

SECTION 07 61 13

STANDING SEAM METAL ROOF SYSTEMS

PART I - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to work of this section.

1.02 DESCRIPTION

A. General: Furnish and install roofing panels, fasteners, clips, flashings, closures, insulation, underlayment, and miscellaneous accessories required to complete the roofing enclosure as indicated on the contract drawings.

1.03 QUALITY ASSURANCE

A. Manufacturer Qualifications:

1. The manufacturer shall have had at least fifteen (15) years experience in architectural roofing design, manufacturing of painted metal coil and installation. The manufacturer shall have a permanent stationary, indoor production facility.

2. The manufacturer shall provide and employ a Tennessee Licensed Structural Engineer to provide a structural analysis of the roof, signed and sealed, designing anchorage required for all roof exposures and substrate construction, to meet Code required I-60 uplift wind loading requirements.

B. Installer Qualifications:

1. The installer shall have had a minimum of five 5 years experience in the installation of commercial metal roofing. The installer shall have successfully completed at least 3 projects with installation size of standing seam roof 100,000 SF or larger. Provide examples with Owner contact information for reference.

2. The installer shall be a manufacturer-certified applicator with the qualifications to provide the manufacturer’s weathertightness warranty as required by the Contract.

C. Manufacturer’s Interim and Final Inspections

1. The roofing manufacturer shall provide an interim and a final inspection of the roof installation.

2. The Owner will employ a Roof Consultant to assess the quality and workmanship of the roofing installation as work progresses. Work that is not acceptable shall be replaced.

3. No substitutions for roof color coating will be accepted.

4. The following manufacturers are approved:

a. AMS

b. AEP Span

c. Berridge Manufacturing Company

d. Dimensional Metals, Inc.

e. Englert, Inc.

1.04 REFERENCE STANDARDS

A. Building Design Codes - uplift, Live, and Dead Loads

1. ASCE 7-16 Standard, Minimum Loads for Buildings and Other Structures, American Society of Civil Engineers (ASCE).

2. International Building Code -IBC- 2018 Edition.

B. Reference Standards:

1. American Iron and Steel Institute (AISI), Specification for the Design of Cold-Formed Steel Structural Members (August 1986).

2. American Institute of Steel Construction (AISC), Manual of Steel Construction (current edition).

3. American Society for Testing and Materials (ASTM) (current edition).

a. E 1592, Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.

Facility 07 61 13 - 2 STANDING SEAM METAL ROOF

SYSTEMS

b. A 792 Standard Specification for Steel Sheet. 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process.

c. ASTM E 1680 Test for Rate of Air Leakage.

d. ASTM E 1646 Test Method for Water Penetration.

C. Underwriters Laboratories (UL)

1. Building Materials Directory (current issue)

2. Fire Resistance Directory (current issue)

1.05 SUBMITTALS

A. Shop drawings consisting of catalog cuts, design and installation drawings, finish specifications, and other data necessary to clearly describe design, materials, sizes, layouts, construction details, fasteners and installation. Submit small scale layouts of panels and large scale details of edge conditions, joints, fastener and sealant placement, flashings, penetrations and curbs, and special details. Distinction must be made between factory and field assembly work.

Drawings must be approved before fabrication can begin.

B. Samples and Descriptive Data:

1. Roof Panel: Full panel width, 12" (305 mm) long.

2. Anchor Clips: Two required.

C. Two 3" x 5" chips of color selected.

PART II - PRODUCTS

2.01 QUALITY STANDARDS

A. Standing Seam - 2 in 12 Pitch Roof Areas -A-1300 1-1/2” Mechanically Seamed (180 degree) Panel as manufactured by Englert, Inc. 1200 Amboy Avenue, Perth Amboy, N.J. 08861

B. All Metal roofing panels shall be 180 degree mechanically seamed.

C. Provide optional pencil ribs.

2.02 METAL ROOFING MATERIALS

A. Standing seam roof systems shall be fabricated from 24 gage galvalume coated steel conforming to ASTM A 792, Grade 50B with an AZ50 coating when painted. 18" wide panels.

B. Finish: The coating system shall have been performance tested in accordance with ASTM procedures.

1. Exterior Panels: Full Strength Polyvinylidene Fluoride (PVDF) consisting of 0.2 + 0.05 mil primer on both sides with 0.8 + 0.1 mil 70% Hylar 5000 or Kynar 500 top coat. The exterior color: To be selected from full range of manufacturer's standard colors.

C. Flashing: All flashing shall be of the same material, gage, finish, and color as the panels unless otherwise indicated.

2.03 UNDERLAYMENTS

A. All metal Roof Areas: Provide and install “Ice and Water Shield” self adhesive Roofing underlayment, 40 mils thickness, over entire surface of roof area to recieve metal roofing (over rigid insulation). Lap according to manufacturer's recommendations.

2.04 MISCELLANEOUS MATERIALS

A. General: Provide materials and accessories required for a complete roof panel assembly and as recommended by panel manufacturer, unless otherwise indicated.

B. Fasteners: Self-tapping screws, bolts, nuts, self-locking rivets and bolts, end-welded studs, and other suitable fasteners designed to withstand design loads.

1. Use stainless-steel fasteners for exterior applications

C. Accessories: (See also Section 07410) Unless otherwise specified, provide components required for a complete roof panel assembly including trim, copings, fascia, mullions, sills, corner units, ridge closures, clips, seam covers, battens, flashings, gutters, downspouts, sealants, gaskets, fillers, closure strips, and similar items. Match materials and finishes of panels.

Facility 07 61 13 - 3 STANDING SEAM METAL ROOF

SYSTEMS

1. Sealing Tape: Pressure-sensitive, 100 percent solids, polyisobutyolene compound sealing tape with release paper backing. Provide permanently elastic, non-sag, nontoxic, non-staining tape.

2. Elastomeric Joint Sealant: ASTM C 920, of base polymer, type, grade, class, and use classifications required to seal joints in panel roofing and remain weathertight. Provide sealant recommended by panel manufacturer.

PART III - EXECUTION

3.01 DELIVERY & STORAGE

A. Materials shall be delivered to the site in a dry and undamaged condition and unloaded per the manufacturer’s instructions. The installer shall inspect materials for damage and stains upon arrival to the site. Materials shall be stored out of contact with the ground in weathertight coverings to keep them dry per the manufacturer’s recommendations. Storage accommodations shall provide good air circulation, drainage, and protection from surface staining.

3.02 INSPECTION

A. The installer shall examine the building to verify that the structure is ready for roofing installation.

B. The Owner has contracted with a Roof Consulting Agency to review the installation of metal roofing, flashings and trim. This Agent will routinely inspect the installation for compliance with roof and flashings design.

C. All structural supports shall be in place and all sag rods, diagonal bracing, and connections shall be tightened before work proceeds.

D. Field check dimensions and check support alignment with a taut string or wire; support misalignment will cause panel “oil canning” and potentially restrict panel movement.

E. Do not proceed until unsatisfactory conditions are corrected.

3.03 INSTALLATION

A. Contractor shall coordinate and schedule a Pre-Roofing installation Meeting at the project site.

The General Contractor, Roofing Contractor,Architect, Roofing Consultant and Owner shall be notified of the date and time of this meeting one week prior to the meeting.

B. Install roofing system in accordance with the approved installation drawings and instructions.

C. All attachments shall allow for thermal expansion and contraction of the roofing panels.

D. Seal the top and bottom of metal closures with butyl tape and sealant.

E. Protect installed panels from abuse by other trades. The general contractor shall be responsible for protecting the roofing from wet mortar, debris, and painting operations. The installer shall provide walk boards in heavy traffic areas to prevent damage to the panels.

F. Seal cut ends with anti-corrosion agent colored to match roofing panels.

3.04 DAMAGED MATERIAL & CLEANING

A. Replace panels and other components of work which have been damaged beyond repair by means of finish touch-up or similar minor repair.

B. To prevent rust staining, remove immediately from finished surfaces any filings caused by drilling or cutting.

C. Wipe down each area after installation is complete for final acceptance.

3.05 WARRANTY

A. See Section 07 61 02 - Twenty Year Total Metal Roofing System Warranty

END OF SECTION

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New fill and asphalt

New 4" Concrete apron

Existing Building

Existing bleachers

Line of existing ballfield

Existing Building

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1' -0

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1'

-0 " New Hitting

Facility

Existing rip-rap drainage ditch

Line of existing asphaltLine of existing asphalt

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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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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 2 10-30-23

Civil C100 Site Staking Addendum 2 10-30-23 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 2 10-30-23 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 2 Addendum 2 10-30-23

DN

750'-0"

750'-0"

HEAVY DUTY

CONCRETE

PAVING

C700

STANDARD

CONCRETE

SIDEWALK

C700

STANDARD

ASPHALT PAVING

(WHERE SHADED)

C700

FOUR BOLLARD & BOLLARD

FOUNDATION, TYP

AT BAY DOORS

C700

CONCRETE STEPS

w/ HANDRAILS, TYPC700

SAWCUT &

PAVEMENT

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& EXPANSION JOINT, TYP

C700

PAVEMENT

CUT &

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C700

~245 LF OF 2" PVC CONDUIT

FOR FIBER INCLUDE PULLING

STRING FOR FIBER

INSTALLATION BY OTHERS

LEGEND

NORTH

Know what's below.

before you dig.Call

R

MAA CIVIL CONTACT: JOSEPH PARKS, P.E.

DIRECT LINE: 423-664-1482

March Adams & Associates Consulting Engineers 310 Dodds Ave.

P.O. BOX 3689

Chattanooga, Tennessee 37404

PH: (423)698-6675 PROJ.# 23217

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

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

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1"0" 2" 3" 6"

RHS BB Hitting Facility

9-29-23 Drawn: CH, JP File: 8236-D

29 Tiger Trail Ringgold, GA 30736

C100

Site Staking

ADDENDUM 2 10-30-231

CONDUIT LOCATION FOR FIBER

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12" CPP

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12" CMP

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PRESS

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BOX

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BLEACHERS

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BLEACHERS

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BATTING AREA

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TRANSFORMER PAD

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BASEBALL FIELD

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DE - NEW DRAINAGE EASEMENT (SEE PLAN FOR WIDTH).

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SSE - NEW PUBLIC SANITARY SEWER EASEMENT (SEE PLAN FOR WIDTH).

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L/A BUFFER - NEW LANDSCAPE BUFFER (SEE PLAN FOR WIDTH AND TYPE).

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FFE - FINISHED FLOOR ELEVATION

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TW - FINISH GRADE AT TOP OF RETAINING WALL

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BW - FINISHED GROUND GRADE AT BOTTOM OF RETAINING WALL

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FYSB- FRONT YARD SETBACK/

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SYSB -SIDE YARD SETBACK / RYSB-REAR YARD SETBACK

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AutoCAD SHX Text Ex. Centerline

AutoCAD SHX Text Ex. Sanitary Sewer Force Main

AutoCAD SHX Text Ex. Sanitary Sewer Line

AutoCAD SHX Text Ex. Ditch Centerline

AutoCAD SHX Text Ex. Swale Centerline

AutoCAD SHX Text Ex. Storm Drainage Line

AutoCAD SHX Text Ex. Underground Telephone

AutoCAD SHX Text Ex. Underground Fiber Optics

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BUILDING LINE

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EASEMENT LINE

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WE - NEW PUBLIC WATER EASEMENT (SEE PLAN FOR WIDTH).

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SDCO / SSCO - STORM DRAINAGE / SANITARY SEWER CLEAN-OUT

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DS - ROOF DOWNSPOUT CONNECTION

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SSWL-SINGLE SOLID WHITE LINE, DSYL- DOUBLE SOLID YELLOW LINE

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VICINITY MAP - NOT TO SCALE

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NO. PE034052

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PROFESSIONAL

AutoCAD SHX Text 9/29/2023

AutoCAD SHX Text Level II Design Professional Certification #35390

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

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, 120VSIGNIFY

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

ADDENDUM 2 10-30-232

BEGHELLI

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