Addendum One .pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-129-25

FOR: HVAC Replacement FFA Leadership Center Recreation Hall Kentucky Department of Education Hardinsburg, Kentucky

DATE: December 3, 2024

RFB-785-2500000269

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-129-25 For: HVAC Replacement FFA Leadership Center Recreation Hall Kentucky Department of Education Hardinsburg, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration s t u d i o k r e m e r a r c h i t e c t s

1231 S Shelby St, Louisville, KY 40203

TEL 502.499.1100 FAX 502.499.1101

A D D E N D U M N O . 1

TO: All Plan Holders

FROM: Studio Kremer Architects

PROJECT: Future Farmers of America Leadership Camp

RECREATION BUILDING

ska# 2023-33.7

This Addendum No. 1 supersedes and supplements all portions of the Construction Documents with which it conflicts.

Acknowledgement of this Addendum shall be noted on the Form of Proposal.

Addendum No. 1 makes the following modifications and clarifications to the Construction Drawings and Specifications:

Item No. 1:

Where demolition documents indicate that plumbing or equipment is removed at floor area, cut any connections to below finished floor and fill voids with grout, troweled smooth.

Leave unfinished at exposed concrete floor areas.

If finished floor material is present, prep and install new flooring to match adjacent.

Item No 2: Reference Section 04 20 00 – Unit Masonry (new)

Section 09 90 00 – Painting

Where through-wall units are scheduled for removal, remove all elements of unit complete, including sleeves, flashing, conduit, and wiremold. Clean opening, prepare, and install new CMU infill, aligned with coursing of existing.

Note that existing block has horizontal center score at midpoint. It is not necessary to match this.

When CMU work is complete, install masonry block filler and paint, using both Exterior and Interior systems described for CMU in Section 09 90 00 – Painting, to match adjacent conditions.

Addendum No 2 – page 2 s t u d i o k r e m e r a r c h i t e c t s

Item No 3: Reference Section 06 20 00 – Finish Carpentry

Section 07 20 00 – Building Insulation (new)

Where openings have been left in deck, either from equipment removed in the current job or in previous work, these should be closed and finished. For the openings shown below, pack void with mineral fiber insulation (see new spec section), cover opening complete with 1x wood material, and paint to match adjacent conditions.

Item No 4: Reference Section 09 90 00 – Painting

1. Where fan(s) or other equipment is indicated to be removed, fill holes with wood filler, prep/sand, and paint exposed area.

Addendum No 2 – page 3 s t u d i o k r e m e r a r c h i t e c t s

2. Where lighting removed / replaced, fill any exposed holes with wood filler, prep/sand area, and paint any areas not covered by new fixtures.

Item No. 5:

Along the south side of the building (as indicated by cloud in sketch below) where new equipment will be installed, all plantings within 10’ of exterior walls to be removed complete. Roots to be removed in entirety.

For appropriate finished condition, remove and store existing topsoil to the side, remove plantings complete, and fill holes up to 4” below finished grade with new soil. Then spread stockpiled topsoil back in place to bring up to finished grade. After installation of equipment, clean out any debris from topsoil around pads, and seed and straw remaining soil areas.

Addendum No 2 – page 4 s t u d i o k r e m e r a r c h i t e c t s

Item No. 6:

The attached documents and drawing revisions provided by CMTA describe all changes, corrections, clarifications and updates to the Mechanical, Electrical, Plumbing, and Systems scopes of work and become part of this Addendum.

END OF ADDENDUM NO. 1

(referenced attachments follow)

ENCL:

1. Section 04 20 00 – Unit Masonry (new)

2. Section 07 20 00 – Building Insulation (new)

3. CMTA Addendum Text

Future Farmers of America – HVAC Renovations CMTA Project: VKYS23-08

Recreation Hall

04 20 00 – 1

SECTION 04 20 00 – UNIT MASONRY ASSEMBLIES

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

Division 01 Specification Sections, apply to this Section.

B. Refer to the Drawings for locations of work to be performed.

1.02 SUMMARY

A. This Section includes unit masonry assemblies consisting of the following:

1. Concrete masonry units (CMUs), standard.

4. Mortar and grout.

3. Reinforcing steel.

4. Masonry joint reinforcement.

1.04 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: For the following:

1. Masonry Units: Show sizes, profiles, coursing, and locations of special shapes.

C. Samples: For each type and color of the following:

1. Accessories embedded in masonry.

D. Material Certificates: Include statements of material properties indicating compliance with requirements including compliance with standards and type designations within standards. Provide for each type and size of the following:

1. Masonry units: Include material test reports substantiating compliance with requirements.

2. Cementitious materials. Include brand, type, and name of manufacturer.

3. Pre-blended, dry mortar mixes. Include description of type and proportions of ingredients.

4. Joint reinforcement.

5. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients.

6. Statement of Compressive Strength of Masonry: For each combination of masonry unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net-area compressive strength of masonry determined according to Tables 1 and 2 in

ACI 530.1 / ASCE 6/TMS 602.

1.05 QUALITY ASSURANCE

A. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through one source from a single manufacturer for each product required.

B. Source Limitations for Mortar Materials: Obtain mortar ingredients of uniform quality from a single manufacturer for each cementitious component and from one source or producer for each aggregate.

C. Pre-installation Conference: Conduct conference at Project site to comply with requirements in Division 01

Section "Project Meetings."

04 20 00 – 2

1.06 DELIVERY, STORAGE, AND HANDLING

A. Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry.

B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided.

D. Deliver pre-blended, dry mortar mix in moisture-resistant containers designed for lifting and emptying into dispensing silo. Store pre-blended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in a metal dispensing silo with weatherproof cover.

E. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.

1.07 PROJECT CONDITIONS

A. Do not apply uniform floor, roof or concentrated loads until mortar and grout have reached its design strength. Coordinate with material testing consultant.

A. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry.

1. Protect base of walls mortar splatter by spreading coverings on ground and over wall surface.

2. Protect sills, ledges, and projections from mortar droppings.

3. Protect surfaces of windows and door frames, as well as similar products with painted and integral finishes, from mortar droppings.

C. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1 /

ASCE 6/TMS 602.

1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40-degrees F and above and will remain so until masonry has dried, but not less than 7-days after completing cleaning.

D. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1 /

ASCE 6/TMS 602.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include products specified.

2. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include manufacturers specified.

04 20 00 – 3

2.02 MASONRY UNITS, GENERAL

A. Defective Units: Referenced masonry unit standards may allow a certain percentage of units to exceed tolerances and to contain chips, cracks, or other defects exceeding limits stated in the standard. Do not use units where such defects, including dimensions that vary from specified dimensions by more than stated tolerances, will be exposed in the completed Work or will impair the quality of completed masonry.

2.03 CONCRETE MASONRY UNITS (CMU)

A. Shapes: Provide shapes indicated and as follows:

1. Provide special shapes for lintels, corners, jambs, sashes, sills at openings, movement joints, headers, bonding, and other special conditions.

2. Provide bullnose units for outside corners.

B. Concrete Masonry Units: ASTM C 90.

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of

2,000 psi.

2. Weight Classification: Lightweight, unless otherwise indicated.

3. Actual Size: Manufactured to dimensions 3/8 inch less than nominal dimensions.

4. Exposed Faces: Provide color and texture matching the range represented by Architect's sample.

a. Size: 8-inches by 16-inches, unless otherwise noted. Refer to Wall Type Legend.

2.04 MORTAR AND GROUT MATERIALS

A. Mortar For Concrete Masonry: Type S

1. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction.

2. Hydrated Lime: ASTM C 207, Type S.

3. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or Type III, and hydrated lime complying with ASTM C 270, Type S.

B. Aggregate for Mortar: ASTM C 144.

1. For mortar that is exposed to view, use washed aggregate consisting of natural sand.

C. Aggregate for Grout: ASTM C 404.

D. Water: Potable.

E. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated.

1. Do not use calcium chloride in mortar or grout.

F. Pre-blended, Dry Mortar Mix: Furnish dry mortar ingredients in form of a pre-blended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to

Project site.

G. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification. Provide the following types of mortar for applications stated unless another type is indicated.

04 20 00 – 4

1. For masonry below grade or in contact with earth, use Type S, (CMU).

2. For above-grade, non-load-bearing walls and parapet walls; and for other applications where another type is not indicated, use Type N.

H. Grout for Unit Masonry: Comply with ASTM C 476.

1. Compressive Strength of 2,500 psi

2. Use grout of type indicated or, if not otherwise indicated, of type (fine or course) that will comply with

Table 1.15.1 in ACI 530.1 / ASCE 6/TMS 602 for dimensions of grout spaces and pour height.

3. Provide grout with a slump of 8 to 11-inches as measured according to ASTM C 143 / C 143M.

2.05 REINFORCEMENT

A. Masonry Joint Reinforcement for Single-Wythe Masonry: Truss type with single pair of side rods.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work.

1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of work.

B. Before installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping connections.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 INSTALLATION, GENERAL

A. Thickness: Build composite walls and other masonry construction to full thickness shown. Build single-wythe walls to actual widths of masonry units, using units of widths indicated.

B. Leave openings for equipment to be installed before completing masonry. After installing equipment, complete masonry to match the construction immediately adjacent to opening.

C. Where cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed.

D. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures.

1. Mix units from several pallets or cubes as they are placed.

E. Comply with construction tolerances in ACI 530.1 / ASCE 6/TMS 602 and with the following:

1. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10-feet, 1/4-inch in 20-feet, or 1/2-inch maximum.

2. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4-inch in 10-feet, or 1/2-inch maximum.

3. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8-inch in 10-feet, 1/4-inch in-20 feet, or 1/2-inch-maximum.

04 20 00 – 5

4. For exposed bed joints, do not vary from thickness indicated by more than plus or minus 1/8-inch, with a maximum thickness limited to 1/2-inch. Do not vary from bed-joint thickness of adjacent courses by more than 1/8-inch.

5. For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8-inch. Do not vary from adjacent bed-joint and head-joint thicknesses by more than 1/8-inch.

6. For faces of adjacent exposed masonry units, do not vary from flush alignment by more than 1/16-inch except due to warpage of masonry units within tolerances specified for warpage of units.

7. For exposed bed joints and head joints of stacked bond, do not vary from a straight line by more than

1/16-inch from one masonry unit to the next.

3.03 LAYING MASONRY WALLS

A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations.

B. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.

C. Lay concealed masonry with all units in a wythe in running bond. Bond and interlock each course of each wythe at corners. Do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.

D. Stopping and Resuming Work: Stop work by racking back units in each course from those in course below;

do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, and remove loose masonry units and mortar before laying fresh masonry.

E. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items.

F. Bed hollow metal frame anchors in mortar joints and fill head and jambs of frame solid with mortar.

G. Fill first vertical cell of masonry units adjacent to framed openings full with specified grout fill.

H. When building in electric outlet boxes, pipe sleeves and other similar items, make cuts so face texture will not be damaged beyond face of the cover place or escutcheon; exposed patching will not be accepted.

I. Fill space between hollow metal frames and masonry solidly with mortar, unless otherwise indicated.

J. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath, wire mesh, or plastic mesh in the joint below and rod mortar or grout into core.

3.04 MORTAR BEDDING AND JOINTING

A. Lay hollow concrete masonry units as follows:

1. With face shells fully bedded in mortar and with full head joints of depth equal to bed joints.

2. With webs fully bedded in mortar in all courses of piers, columns, and pilasters.

3. With webs fully bedded in mortar in grouted masonry, including starting course on footings. Fill / grout cores solid in starting course.

B. Make uniform, nominal 3/8” wide joints, unless otherwise shown. Tool joints smooth and dense with round, non-staining type jointed to provide slightly concave joints. Tool joints behind lockers, casework, markerboards, tackboards and other equipment.

04 20 00 – 6

C. Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints.

3.05 MASONRY JOINT REINFORCEMENT

A. General: Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8-inch on exterior side of walls, 1/2-inch elsewhere. Lap reinforcement a minimum of 6-inches.

1. Space reinforcement not more than 16-inches o.c. vertically.

2. Provide reinforcement not more than 8-inches above and below wall openings and extending 12-inches beyond openings.

a. Reinforcement above is in addition to continuous reinforcement.

B. Interrupt joint reinforcement at control and expansion joints, unless otherwise indicated.

C. Provide continuity at wall intersections by using prefabricated T-shaped units.

D. Provide continuity at corners by using prefabricated L-shaped units.

3.06 FIELD QUALITY CONTROL

A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections indicated below and prepare test reports:

1. Allow inspectors access to scaffolding and work areas, as needed to perform inspections.

2. Place grout only after inspectors have verified compliance of grout spaces and grades, sizes, and locations of reinforcement.

3. Payment for these services will be made by the Owner.

4. Retesting of materials failing to comply with specified requirements shall be done at Contractor's expense.

B. Grout Test (Compressive Strength): For each mix provided, per ASTM C 1019.

3.07 REPAIRING, POINTING, AND CLEANING

A. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement.

B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated.

C. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints.

D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows:

1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels.

2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry.

3. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to type of stain on exposed surfaces. Do not use acid.

04 20 00 – 7

E. Masonry Cleaning Materials see individual section for related cleaning instructions.

1. Commercial product manufactured for masonry cleaning.

2. “Sure Klean 600” by Prosoco, Inc. or “Thoro-Clean” by Standard Dry Wall Products, Inc.

3. Verify compatibility with selected masonry units.

3.11 SALVAGEABLE MATERIALS

A. Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work, remove from Project site.

END OF SECTION 04 20 00

07 20 00 – 1

SECTION 07 20 00 – BUILDING INSULATION

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

Division 01 Specification Sections, apply to this Section.

1.02 DESCRIPTION OF WORK

A. Extent of building insulation work is shown on the Drawings and indicated by the provisions of this

Section.

B. Applications of building insulation specified in this Section include the following:

1. Mineral wool for filling of larger voids.

2. Spray foam insulation, for small voids.

C. Low expansion spray foam around windows and doors is specified in their respective Specification

Sections.

1.03 QUALITY ASSURANCE

A. Thermal Conductivity: Thicknesses indicated are for thermal conductivity (k-value at 75-degrees F) specified for each material. Provide adjusted thickness as directed for equivalent use of material having a different thermal conductivity. Where insulation is identified by “R” value, provide thickness required to achieve indicated value.

B. Fire and Insurance Ratings: Comply with fire-resistance flammability and insurance ratings indicated and comply with regulations as interpreted by governing authorities.

1.04 SUBMITTALS

A. Product Data: Submit manufacturer’s product specifications and installation instructions for each type of insulating and vapor barrier material required.

1.05 PRODUCT HANDLING

A. General Protection: Protect insulations for physical damage and from becoming wet, soiled, or covered with ice or snow.

PART 2 PRODUCTS

2.01 MATERIALS

A. Spray foam insulation for filling small voids / holes:

1. Manufacturers:

a. Handi-Form Spray Foam as manufactured by Fomo Products.

b. Great Stuff Pro by Dow Chemical or equivalent by Hilti

c. Froth Pak Foam Insulation by Dow Chemical or equivalent by Hilti

07 20 00 – 2

2. Flame Spread: 25 max per ASTM E84

3. Smoke Development: 350 max per ASTM E84

B. Mineral wool / mineral fiber:

1. Equal to Thermafiber SAFB, Standard Fiber.

C. Miscellaneous Materials:

1. Mechanical Anchors: Type and size shown or, if not shown, as recommended by insulation manufacturer for type of application and condition of substrate.

2. Provide UL rated sealant system over insulation at top of fire-rated walls.

PART 3 EXECUTION

3.01 INSPECTION AND PREPARATION

A. Installer must examine substrates and conditions under which insulation work is to be performed and must notify Contractor in writing of unsatisfactory conditions. Do not proceed with insulation work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer.

3.02 INSTALLATION

A. General:

1. Comply with manufacturer’s instruction for particular conditions of installation in each case. If printed instructions are not available or do not apply to the Project conditions, consult with the manufacturer’s technical representative for specific recommendations before proceeding with work.

2. Cut and fit insulation tightly around obstructions and fill all voids with insulation. Remove projections which interfere with placement.

B. Spray Foam Insulation:

1. Filling of small voids and holes around structural bearing areas.

3.03 PROTECTION

A. General: Protect installed insulation from harmful weather exposures and from possible physical abuses, where possible by non-delayed installation of concealing work or, where that is not possible, by temporary covering or enclosure. Installed shall advise Contractor of exposure hazards, including possible sources of deterioration and fire hazards.

END OF SECTION 07 20 00

Future Farmers of America – Recreation Hall

Renovation Project Number 540CBANFF2500

Addendum #1

December 03, 2024

Future Farmers of America – Recreation Hall Renovation

CHANGES TO DRAWINGS:

Mechanical

Sheet # Sheet Title Noted Update

M200 Recreation Hall Mechanical

Demolition

1. Window AC units have already been removed; no longer in demolition scope.

2. Radiator units go through wall and keynote added for concrete infill in open spaces

3. Circulating fan to be removed in recreation hall

4. Water line to be cut and capped 5 ft away from building.

5. Added keynote to cap existing roof vents/holes.

M201 Recreation Hall Mechanical New

Work

1. Modified condensing unit layout to keep existing tree

2. Denoted condensate pipe sizes

3. Updated condensate pipe keynote for spilling on grade

M300 Mechanical Sections 1. Modified condensing unit layout for coordination around existing tree.

ITEMS PROVIDED BY CMTA

Future Farmers of America – Recreation Hall

Renovation Project Number 540CBANFF2500

December 03, 2024

Future Farmers of America – Recreation Hall Renovation

Addendum #1

M400 Mechanical Details 1. Updated wall mounted unit detail pipe routing

Electrical

Sheet # Sheet Title Noted Update

E200 First Floor Plans - Electrical Updated lighting design

Updated power distribution to condensing units

E300 Electrical Details Updated electrical keynotes

E301 Electrical Details Updated power keynotes

CHANGES TO SPECIFICATIONS:

N/A

ATTACHMENT(S):

• Mechanical Drawings as listed above

• Electrical Drawings as listed above

• Pre-Bid Electrical Responses

END OF ADDENDUM #1

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MD4

MD5

MD6

MD7

SCALE: 3/16" = 1'-0"

FIRST FLOOR PLAN - MECHANICAL DEMOLITION

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ENGR. FILE NO.

DRAWING NO.

DRAWN BY

AS BUILT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

# 540CBANFF2500

ACCT# 540CBANFF2500

10411 Meeting Street Prospect, KY 40059

T: 502 326.3085 F: 502 326.2691

10.03.2024

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RECREATION HALL MECHANICAL DEMOLITION

111 FFA Camp Road, Hardinsburg, KY 40143

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FUTURE FARMERS OF AMERICA - RECREATION HALL

KEYNOTES

MD2 REMOVE BASEBOARD FINNED-TUBBED RADIATOR. REMOVE ALL

ELECTRICAL CONNECTIONS; REFER TO ELECTRICAL DRAWINGS

FOR DEMOLITION SCOPE.

MD4 REMOVE EXISTING FAN ABOVE ACCESS PANEL IN CLASSROOM.

REMOVE ALL ASSOCIATED CONNECTIONS.

MD5 REMOVE EXISTING SURFACE-MOUNTED CIRCULATING FAN.

REMOVE ALL ASSOCIATED CONNECTIONS.

MD6 EXISTING WATER SERVICE TO BE TAKEN BACK 5 FEET FROM

BUILDING AND CAPPED.

MD7 REMOVE DRAINAGE PIPING AND CAP.

ADDENDUM 1 12/03/24

10.03.202410.09.2024

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TO BE INSTALLED ON

NEW CONCRETE PAD

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NEW CONCRETE PAD

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CU-2

CU-2

RS/RL

(TYP)

H3

(TYP)

H3

(TYP)

H3

(TYP)

H3

H2

3/4"ø CD

RS/RL

H1

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ENGR. FILE NO.

DRAWING NO.

DRAWN BY

AS BUILT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

# 540CBANFF2500

ACCT# 540CBANFF2500

10411 Meeting Street Prospect, KY 40059

T: 502 326.3085 F: 502 326.2691

10.03.2024

VKYS23

/2 /2

:0

:0

P M

C

U s e rs \A

P a te l\ D o c u m e n ts

\V K

Y S

-0 F

F A

A

P a te lB

P L D

T .r v t

M -2

R

E C

R E

A T

IO

N

H A

L L M

E C

H A

N

IC

A L N

E W

W O

R K

M-201

RECREATION HALL MECHANICAL NEW WORK

111 FFA Camp Road, Hardinsburg, KY 40143

PMG

AKP

FUTURE FARMERS OF AMERICA - RECREATION HALL

SCALE: 1/8" = 1'-0"

RECREATION HALL FIRST FLOOR PLAN - AIR DISTRIBUTION

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - HYDRONICS

KEYNOTES

A1 INSTALL OUTDOOR CONDENSING UNIT ON CONCRETE PAD.

CONNECT ALL PIPING AND ELECTRICAL CONNECTIONS TO

UNITS. MAINTAIN ALL MANUFACTURER'S SERVICE

CLEARENCES.

A2 INSTALL REFRIGERANT MONITOR.

A3 INSTALL WALL MOUNTED INDOOR UNITS 7'-9" AFF. MAINTAIN ALL

MANUFACTURER'S SERVICE CLEARENCES.

A4 INSTALL FAN COIL UNIT. COORDINATE DUCTWORK RUNOUT

WITH EXISTING STRUCTURE. MAINTAIN ALL MANUFACTURER'S

SERVICE CLEARENCES.

A5 TERMINATE RETURN AIR DUCT OPEN-ENDED WITH BIRD

SCREEN.

A6 SPIRAL DUCT. REFER TO ARCHITECT FOR COLOR.

VRF INDOOR UNITS

TAG MANUFACTURER MODEL # SERVICE

DIMENSIONS (IN.)

WEIGHT (LBS) AIRFLOW (CFM) FAN TYPE / DRIVE

TOTAL COOLING

CAPACITY (MBH)

SENSIBLE COOLING

CAPACITY (MBH)

LATENT COOLING

CAPACITY (MBH) LAT (COOLING)

HEATING CAPACITY

(MBH) LAT (HEATING)

ELECTRICAL

REMARKS LENGTH WIDTH HEIGHT MCA MOCP VOLTAGE PHASE

FCU-1 LG ARNU765B8A4 RECREATION HALL 68.25 27.100 18.125 192.00 lbf 2260 CFM SIROCCO / DIRECT 76.4 53.5 22.9 59.3 86.0 103.3 6.5 A 15 240 V 1 ALL

WM-1 LG ARNU243SKS4 CLASSROOM 39.28 8.280 13.590 28.70 lbf 537 CFM CROSS FLOW / DIRECT 24.1 16.7 7.4 52.9 °F 24.3 112.2 °F 0.7 A 15 240 V 1 ALL

VRF OUTDOOR UNIT

TAG MANUFACTURER MODEL # DIMENSIONS (LxWxH) WEIGHT FAN TYPE / DRIVE

COOLING

CACPACITY (MBH)

HEATING

CACPACITY (MBH) EER COP Noise Criteria (dBA) MCA (A) MOP (A)

ELECTRICAL

REMARKS

VOLTAGE PHASE

CU-1 LG ARUM048GSS5 37.41"x13"x54.34" 263 AXIAL FLOW FAN / DIRECT 48.0 54.0 13.1 9.0 54 24 40 208 V 1 ALL

CU-2 LG ARUB060GSS4 37.41"x13"x54.34" 260 AXIAL FLOW FAN / DIRECT 60.0 64.0 10.2 9.2 57 25.4 40 208 V 1 ALL

REGISTERS, GRILLES, DIFFUSERS SCHEDULE

MARK MANUFACTURER MODEL TYPE CFM GRILLE SIZE REMARKS

S-1 TITUS S300 FL SPIRAL DUCT MOUNTED ALUMINUM DOUBLE DEFLECTION SUPPLY GRILLE, 3/4" BLADE SPACING 0-325 12x12" ALL

S-2 TITUS S300 FL SPIRAL DUCT MOUNTED ALUMINUM DOUBLE DEFLECTION SUPPLY GRILLE, 3/4" BLADE SPACING 326-550 18x12" ALL

REMARKS:

1. PROVIDE WITH AUTO CHANGEOVER FUNCTIONS.

2. ALL VRF SYSTEM CONTROL WIRING IS TO BE PROVIDED BY MANUFACTURER.

3. PROVIDE WITH FACTORY START-UP UTILIZING MANUFACTURER'S STANDARD FORMS. PROVIDE TRAINING BY A VENDOR CERTIFIED TECHNICIAN.

4. REFRIGERANT PIPING TO BE INSTALLED WITH FACTORY PIPING AND FITTINGS.

5. PROVIDE SYSTEM WITH "I TOUCH" SYSTEM CONTROLLER.

6. PROVIDE A 10 YEAR WARRANTY ON COMPRESSOR AND ALL PARTS.

7. SUBMITTED PERFORMANCE DATA MUST BE FULLY DE-RATED FOR ALL COMPONENTS AND ACCESSORIES, INCLUDING BUT NOT LIMITED TO, LINE LENGTH, VERTICAL SEPARATION, CONNECTION RATIO, DESIGN CONDITIONS, CONDENSER COIL COATING.

8. SUBSTITUTE MANUFACTURERS SHALL BE RESPONSIBLE FOR ADDITIONAL PIPING AND REFRIGERANT.

9. CONTRACTOR TO VERIFY PIPING DIMENSIONS.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIRECT COSTS ASSOCIATED WITH ANY DEVIATIONS RESULTING FROM CHANGES IN DESIGN.

11. INCLUDE BACNET CONTROLLER AND FACTORY PROGRAMMING TO OBTAIN SEQUENCES. PROVIDE WITH FIELD-MOUNTED, WIRED, PROGRAMMED CONTROLLER FOR INTERFACE WITH BUILDING AUTOMATION SYSTEM.

REMARKS:

1. SIDEWALL OR DUCT MOUNTED.

2. COLOR SHALL BE SELECTED BY ARCHITECT. PROVIDE SAMPLES TO ARCHITECT.

3. PROVIDE WITH BLADE ADJUSTMENT AT GRILLE.

4. ACCEPTABLE MANUFACTURERS: TITUS, PRICE, ANEMOSTAT.

REMARKS:

1. PROVIDE WITH CONDENSATE PUMP.

2. ALL VRF SYSTEM WIRING IS TO BE PROVIDED BY MANUFACTURER.

3. PROVIDE WITH FACTORY START-UP UTILIZING MANUFACTURER'S STANDARD FORMS. PROVIDE TRAINING BY A VENDOR CERTIFIED TECHNICIAN.

4. REFRIGERANT PIPING TO BE INSTALLED WITH FACTORY PIPING AND FITTINGS.

5. PROVIDE A 10 YEAR WARRANTY ON COMPRESSOR AND ALL PARTS.

6. PROVIDE ALL UNITS WITH PROGRAMMABLE THERMOSTAT CONTROLLER.

KEYNOTES

A7 INSTALL OUTDOOR CONDENSING UNIT ON CONCRETE PAD.

CONTRACTOR TO COORDINATE THE INSTALLATION OF

CONDENSING UNITS WITH EXISTING TREE. CONNECT ALL

PIPING AND ELECTRICAL CONNECTIONS TO UNITS. MAINTAIN

ALL MANUFACTURER'S SERVICE CLEARENCES.

H1 SPILL CONDENSATE ON GRADE. REFER TO DETAIL 3 ON SHEET

M-400 FOR CONDENSATE EXTERIOR SPILL DETAIL.

H2 INSTALL DRAIN PAN UNDERNEATH REFRIGERANT AND

CONDENSATE PIPING. DRAIN PAN TO RUN UNDER INDOOR FAN

COIL UNITS. COORDINATE INSTALLATION WITH EXISITNG

STRCUTURE.

H3 CONTRACTOR TO ROUTE ALL NEW PIPING TIGHT TO BEAM.

INDICATE IN SHOP DRAWINGS FOR DESIGN TEAM TO REVIEW.

ADDENDUM 1 12/03/24

OUTDOOR CONDENSING UNITS

CONCRETE PAD

REFRIGERANT PIPING TO

INDOOR UNITS. ROUTE NEW

PIPING TIGHT TO STRUCTURE.

CONDENSATE FROM INDOOR

UNITS TO SPILL OUTSIDE.

REFER TO M-400 FOR DETAIL.

CONCRETE PAD

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ENGR. FILE NO.

DRAWING NO.

DRAWN BY

AS BUILT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

# 540CBANFF2500

ACCT# 540CBANFF2500

10411 Meeting Street Prospect, KY 40059

T: 502 326.3085 F: 502 326.2691

10.03.2024

VKYS23

/2 /2

:0

:1

P M

C

U s e rs \A

P a te l\ D o c u m e n ts

\V K

Y S

-0 F

F A

A

P a te lB

P L D

T .r v t

M -3

M

E C

H A

N

IC

A L

S E

C T

IO

N

S

M-300

MECHANICAL SECTIONS

111 FFA Camp Road, Hardinsburg, KY 40143

PMG

AKP

FUTURE FARMERS OF AMERICA - RECREATION HALL

SCALE: 1" = 1'-0"

RECREATION HALL CONDENSING UNIT SECTION VIEW

ADDENDUM 1 12/03/24

UNISTRUT

THREADED ROD

REFRIGERANT PIPING. INSULATION TO BE

UNIFORM AND CONTINUOUS ALONG ENTIRE

LENGTH OF REFRIGERANT PIPING AND

THROUGH ALL HANGERS. TAPE BUTT

JOINTS. PROVIDE INSULATION SADDLES.

THREADED ROD

CLEVIS

HANGER

T

THERMOSTAT SENSOR COORDINATION DETAIL

NOT TO SCALE

6''

L C

48" AFF

6''

L C

ROOM

DOOR

TYPICAL ORDER OF

PLACEMENT FOR

DEVICES IN "NEAT",

ORDERED LINEUP

BESIDE DOORS.

L C

S

MANUFACTURER'S

SUPPORT FRAME

CONDENSATE

PUMP AND PAN

WM

7'-9"

9'-6"

ROUTE

REFRIGERANT AND

CONDENSATE

PIPING TIGHT TO

BEAM

FLOOR

CEILING

ROUTE CONDENSATE PIPE

DOWN ALONGSIDE

EXTERIOR WALL.

CONDENSATE TO SPILL

ON GRADE.

C D

EXTERIOR WALL

HORIZONTAL DETAIL NOTES

1. HORIZONTAL VRF UNIT. DO NOT BLOCK ACCESS PANEL FOR UNIT WITH ANY PIPING, CONDUIT, ETC.

2. PROVIDE FLEXIBLE CANVAS CONNECTIONS AT UNIT CONNECTION. TRANSITION DUCTWORK TO UNIT OPENING

AS NEEDED

3. INSTALL REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATION.

4. INSTALL CONDENSATE PIPING PER MANUFACTURER'S RECOMMENDATION. GRAVITY DRAINAGE TO CONDENSATE

COLLECTION.

5. IDENTIFICATION PLACARD; THE PLACARD SHALL INCLUDE THE ELECTRIC PANEL NAME, CIRCUIT NUMBER, FEEDING

THE EQUIPMENT, AND AREA SERVED.

6. SUPPLY AIR DUCTWORK. REFER TO DRAWINGS FOR DUCT SIZE.

7. REFER TO STRUCTURAL DRAWINGS FOR HANGING SUPPORTS IN VAULTED CEILING.

8. PROVIDE SIDE ACCESS FILTER SECTION SIZED FOR STANDARD 24" X 24" X 2" FILTER. PROVIDE MAGNEHELIC

GAUGE TAPS FOR DIFFERENTIAL PRESSURE MONITORING VIA A MANUAL/PORTABLE GAUGE.

X

2 2 8

BOLT

W.P.

VERTICAL L

2''x2''x16 GA

MACHINE

L BRACE (SHOWN

DOTTED) AS

STRAP.

SHEET METAL

2 x 12 GA

DUCT

REQUIRED

LONGITUDINAL DIAG.

2''x2''x16'' GA

DIAGONAL L

2''x2''x16 GA

MACHINE

BOLT

DUC T SIZE

EQ.

C ANGLE

C BOLTS =

VERTICAL L

DIAG'L BRACE

L

L

MOUNT DUCT TAKEOFF

AT 45° OFF OF THE

VERTICAL OF THE

DUCT MAIN. SET

DIFFUSER BLADES TO 0°.

DOUBLE WALL

INSULATED

SPIRAL DUCTWORK.

REFER TO

FLOOR PLANS FOR

SIZE.

PROVIDE A TAKE

OFF

BOOT TO MOUNT

THE

DIFFUSER

45° 45°

REFER TO FLOOR PLANS

FOR DIFFUSER SIZE

AND CAPACITY (TYP.)

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ENGR. FILE NO.

DRAWING NO.

DRAWN BY

AS BUILT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

# 540CBANFF2500

ACCT# 540CBANFF2500

10411 Meeting Street Prospect, KY 40059

T: 502 326.3085 F: 502 326.2691

10.03.2024

VKYS23

/2 /2

:0

:1

P M

C

U s e rs \A

P a te l\ D o c u m e n ts

\V K

Y S

-0 F

F A

A

P a te lB

P L D

T .r v t

M -4

M

E C

H A

N

IC

A L D

E T

A

IL

S

M-400

MECHANICAL DETAILS

111 FFA Camp Road, Hardinsburg, KY 40143

PMG

AKP

FUTURE FARMERS OF AMERICA - RECREATION HALL

NO SCALE

REFRIGERANT PIPING INSULATION DETAIL

NO SCALE

THERMOSTAT SENSOR COORDINATION DETAIL

NO SCALE

WALL MOUNTED UNIT DETAIL

NO SCALE

CONDENSATE EXTERIOR SPILL DETAIL

NO SCALE

FAN COIL UNIT DETAIL

NO SCALE

DUCT SUPPORT DETAIL

NO SCALE

SIDEWALL DIFFUSER TAKEOFF DETAIL

ADDENDUM 1 12/03/24

OS

VS

VS

VS VS

VS

VS

FF

F

F F

F

F

F

F

FF

F

F

SD

SD

SD

SD

SD

SD SD

FA

C

P

SD

SD

ED1

ED1

ED1 ED1

EXISTING WALL

MOUNTED IDF

RACK

ED1

ED1

ED1

ED1

ED2

(TYP)

ED3

(TYP)

ED3

(TYP)

ED3

(TYP)

ED3

Recreation Hall

Classroom

Classroom

Vestibule

Classroom

Classroom

.LV2 .LV2

.LV2

.LV2

.LV2.LV2

A1 A1

WW

W

W

L1L1

L1L1

L1L1

L1L1

L1L1

L1L1

L1L1

L1L1

.LV1

.LV1.LV1

X1

X1

X1

X1

X1

X1

X1

X1

X1

X1

W

P1-1P1-3

E1

(TYP)

E3

E4

A1

A1 A1

A1

A1 A1

A1

A1

A1

A1

A1

A1

A1

A1

A1A1

A1

A1

A1

A1 A1

A1

A1

A1

A1A1

A1

A1 A1

A1 A1

A1

A1 A1

A1

A1

A1

A1

P1-2 a a a a a a a a a a a a b b b b b b b b b b b b b b b b b b b b b b b b b b

WM-1

WM-1

WM-1

WM-1

FCU-1

FCU-1

Recreation Hall

Classroom

Classroom

Vestibule

Classroom

Classroom

48"

48"

48"

48"

48"

48"

48" 48"

SS

EXISTING WALL

MOUNTED IDF RACK

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48"

48" 48"

NEW 400A/120/240V/1PH/3W

POWER PANEL "P1"

T

T

T

T

WM-1

WM-1

WM-1

WM-1

T .

T

P1-4 P1-5

P1-6

P1-8

P1-9

P1-10

P1-11

P1-12

P1-13

P1-14

P1-15P1-16

2M

2M

2M 2M

2M 2M

2M 2M

P1-25

2M

2M

P1-26,28

P1-27,29

P1-7

P1-30

P1-31,33

E6

CU-2

CU-1

CU-1 CU-1

P1-17,19

P1-18,20

P1-21,23

P1-22,24

CU-1

P1-32,34

E6

E6 E6

P1-35,37

P1-36,38

E6

E6

E6 P1-43,45

P1-40,42

P1-39,41

FCU-1

2M

P1-44,46

E10

E11

E12

E13

MECHANICAL

CONTROLLER

WP

P1-48

WP

P1-50

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ENGR. FILE NO.

DRAWING NO.

DRAWN BY

AS BUILT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

# 540CBANFF2500

ACCT# 540CBANFF2500

10411 Meeting Street Prospect, KY 40059

T: 502 326.3085 F: 502 326.2691

10.03.2024

VKYS23

/3 /2

:1

:3

A

M

C

U s e rs \a g o d o y \D o c u m e n ts

\V K

Y S

-0

F F

A a g o d o y

N

G

.r v t

E -2

F

IR

S T

F L

O O

R P

L A

N S

E

L E

C T

R

IC

A L

E-200

FIRST FLOOR PLANS - ELECTRICAL

111 FFA Camp Road, Hardinsburg, KY 40143

ALG

ALG

RTA

FUTURE FARMERS OF AMERICA - RECREATION HALL

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - ELECTRICAL DEMOLITION

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - LIGHTING

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - POWER/SYSTEMS

GENERAL NOTES (LIGHTING):

A. REFER TO THE ARCHITECT'S REFLECTED CEILING PLANS, ELEVATIONS,

AND CASEWORK DETAILS FOR EXACT LOCATIONS OF ALL WALL AND

CEILING MOUNTED ELECTRICAL DEVICES.

B. CONTRACTOR SHALL FOLLOW BRANCH CIRCUITING LAY-OUT, AS

INDICATED ON THE FLOOR PLANS, WITH A MAXIMUM OF THREE (3)

BRANCH CIRCUITS PER HOMERUN. EACH BRANCH CIRCUIT SHALL BE

PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR. DEDICATED

NEUTRAL CONDUCTORS SHALL BE CONSIDERED CURRENT

CARRYING. IF ADDITIONAL CONDUCTORS ARE RAN IN THE SAME

CONDUIT WITH THOSE INDICATED, CONTRACTOR SHALL DERATE ALL

CURRENT CARRYING CONDUCTORS PER N.E.C. #310.15(B)(3), AND

UPSIZE CONDUIT AS REQUIRED PER N.E.C. #300.17 AND ANNEX

C. MULTIWIRE BRANCH CIRCUITS AS DEFINED IN N.E.C #100 / 210.4

(CIRCUITS SHARING A COMMON NEUTRAL CONDUCTOR) SHALL NOT BE

PERMITTED.

C. IDENTIFY THE PANEL AND CIRCUIT NUMBER FOR ALL RECEPTACLES,

SWITCHES, ETC. IN AREA OF CONSTRUCTION. PROVIDE CLEAR

ADHESIVE LABELS WITH BLACK LETTERING. IN HEALTHCARE FACILITIES,

ENGRAVE EMERGENCY DEVICE COVERPLATES IN PATIENT CARE

AREAS. ALSO, MARK INSIDES OF ALL DEVICE BOXES WITH PANEL AND

CIRCUIT NUMBER.

D. LOCATE CHAIN-HUNG INDUSTRIAL FIXTURES IN MECHANICAL ROOMS TO

AVOID DUCTWORK AND PIPING, TO MAXIMIZE AVAILABLE LIGHT. SPACE

AROUND EQUIPMENT, AIR HANDLERS, ETC. TO PROVIDE ADEQUATE

LIGHTING TO ALL AREAS OF ROOM. PROVIDE ADDITIONAL FIXTURES OF

SAME TYPE AS NEEDED TO FULFILL THIS REQUIREMENT.

E. LOCATE EXIT SIGNS FOR MAXIMUM VIEWING AREA TO IDENTIFY EGRESS

PATHS AS INDICATED ON PLANS. COORDINATE LOCATIONS SUCH THAT

ARCHITECTURAL FEATURES OR EQUIPMENT FROM OTHER TRADES DO

NOT OBSTRUCT VIEW.

F. LUMINAIRES INDICATED WITH MULTI-LEVEL SWITCHING SHALL HAVE

SIMILAR LAMPS CONTROLLED TOGETHER, I.E. INBOARD AND OUTBOARD

LAMPS OR RIGHT AND LEFT HAND LAMPS.

G. ALL LIGHTING FIXTURE LENSES, PARABOLIC LOUVERS, DOWNLIGHTING

ALZAK CONES AND "PARACUBE" LOUVERS SHALL BE HANDLED WITH

COTTON GLOVES DURING INSTALLATION AND LAMPING TO AVOID

FINGERPRINTS OR DIRT DEPOSITS. IT IS PREFERRED THAT FIXTURES

BE SHIPPED AND INSTALLED WITH CLEAR PLASTIC BAGS TO PROTECT

LOUVERS. AT CLOSE OF PROJECT, AND AFTER CONSTRUCTION AIR

FILTERS ARE CHANGED, REMOVE BAGS. ANY LOUVER OR CONE

SHOWING DIRT OR FINGER PRINTS SHALL BE CLEANED WITH SOLVENT

RECOMMENDED BY THE MANUFACTURER, OR REPLACED AS

NECESSARY IN ORDER TO TURN OVER TO THE OWNER NEW FIXTURES

AT OCCUPANCY.

H. RECESSED LUMINAIRES SHALL BE SECURED SUCH THAT THE FORCE

REQUIRED INSERTING LAMPS, TRIMS, LENSES, LOUVERS, OR DOOR

FRAMES DOES NOT SHIFT HOUSING. ALL TRIMS SHALL BE COMPLETELY

FLUSH WITH FINISHED CEILINGS AT COMPLETION OF CONSTRUCTION.

I. CONTRACTOR SHALL PROVIDE UNSWITCHED CONDUCTOR TO ALL EXIT

SIGNS, EMERGENCY INVERTER BATTERY PACKS, AND NIGHT LIGHTS AS

REQUIRED.

GENERAL NOTES (POWER/SYSTEMS):

A. REFER TO THE ARCHITECT'S REFLECTED CEILING PLANS, ELEVATIONS, AND CASEWORK DETAILS FOR EXACT LOCATIONS

OF ALL WALL AND CEILING MOUNTED ELECTRICAL DEVICES.

B. CONTRACTOR SHALL FOLLOW BRANCH CIRCUITING LAY-OUT, AS INDICATED ON THE FLOOR PLANS, WITH A MAXIMUM OF THREE (3) BRANCH CIRCUITS PER HOMERUN. EACH BRANCH CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR. DEDICATED NEUTRAL CONDUCTORS SHALL BE CONSIDERED CURRENT CARRYING. IF ADDITIONAL CONDUCTORS ARE RAN IN THE SAME CONDUIT WITH THOSE INDICATED, CONTRACTOR SHALL DERATE ALL CURRENT CARRYING CONDUCTORS PER NEC 310.15(B)(3), AND UPSIZE CONDUIT AS REQUIRED PER NEC 300.17 AND ANNEX C. MULTIWIRE BRANCH CIRCUITS AS DEFINED IN NEC 100 / 210.4 (CIRCUITS SHARING A COMMON NEUTRAL CONDUCTOR)

SHALL NOT BE PERMITTED.

C. IDENTIFY THE PANEL AND CIRCUIT NUMBER FOR ALL RECEPTACLES, SWITCHES, ETC. IN AREA OF CONSTRUCTION.

PROVIDE CLEAR ADHESIVE LABELS WITH BLACK LETTERING. IN HEALTHCARE FACILITIES, ENGRAVE EMERGENCY DEVICE COVERPLATES IN PATIENT CARE AREAS. MARK INSIDES OF ALL DEVICE BOXES WITH PANEL AND CIRCUIT NUMBER.

D. RECEPTACLES THAT ARE CONTROLLED BY AN AUTOMATIC MEANS SUCH AS OCCUPANCY SENSOR OR ENERGY

MANAGEMENT SYSTEM SHALL BE MARKED IN ACCORDANCE WITH NEC 406.3(E).

E. LOCATIONS OF ELECTRICAL CONNECTIONS AND LOCAL DISCONNECTS SHALL BE COORDINATED WITH MECHANICAL AND PLUMBING CONTRACTORS TO ENSURE ACCESS AND WORKING CLEARANCE IS MAINTAINED PER NEC. NOTIFY OTHER TRADES OF REQUIRED CLEARANCE AREAS TO AVOID ROUTING OF OTHER SYSTEMS IN THESE AREAS. DO NOT INSTALL ELECTRICAL EQUIPMENT OVER EQUIPMENT NAMEPLATES OR ACCESS PANELS OR THROUGH ACCESS/MAINTENANCE

CLEARANCES OF EQUIPMENT BY OTHER TRADES.

F. REFER TO "SYSTEM INSTALLATION MATRIX" (ON SYSTEMS LEGEND SHEET) AND SPECIFICATIONS FOR CONTRACTOR

REQUIREMENTS OF EACH SYSTEM.

G. THE CONTRACTOR SHALL ROUTE ALL ''SYSTEM CONDUIT STUB-UPS'' TO THE NEAREST CORRIDOR CABLING PATH (SEE ''STUB-UP'' DETAILS). REFER TO CABLING PATH INSTALLATION DETAIL FOR ADDITIONAL REQUIREMENTS.

H. CONTRACTOR SHALL PAINT ALL SYSTEMS CONDUIT STUB-UPS LIGHT BLUE FOR SYSTEMS CABLING INTO THE CORRIDOR CABLING PATH. PROVIDE PULL STRINGS IN ALL NEW CONDUIT RUNS FOR SYSTEM CABLING INSTALLATION.

I. ELECTRICAL CONTRACTOR SHALL UTILIZE EXISTING PATHWAYS IN EXISTING WOOD WALLS TO MINIMIZE REPAIRING WALL.

COORDINATE EXACT REQUIREMENTS WITH EXISTING CONDITIONS PRIOR CONSTRUCTION.

KEYNOTES

E1 PROVIDE CIRCUIT(S) INDICATED THROUGH OUTDOOR LIGHTING CONTROL CONTACTOR LOCATED AT PANEL INDICATED. REFER TO OUTDOOR LIGHTING CONTROL SCHEMATIC FOR FURTHER REQUIREMENTS. CIRCUITS SHALL NOT BE ROUTED SURFACE MOUNTED ON EXTERIOR OF BUILDING.

E3 LIGHT FIXTURE INDICATE SHALL BE MOUNTED TO SIDE OF JOIST. COORDINATE EXACT LOCATION WITH EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

E4 EXTERIOR WALL PACKS SHALL BE MOUNTED ABOVE INTERIOR CEILING LEVEL. ALL RACEWAYS SHALL BE CONCEALED ABOVE ACCESSIBLE CEILING.

COORDINATE EXACT PENETRATIONS OF CONDUITS THROUGH EXTERIOR WALLS WITH ARCHITECT AND STRUCTURAL ENGINEER.

E6 PROVIDE 60A/250V/2P FUSIBLE DISCONNECT IN NEMA-3R ENCLOSURE FUSED AT EQUIPMENT NAMEPLATE RATING. PROVIDE UNISTRUT AS REQUIRED FOR MOUNTING. COORDINATE EXACT MOUNTING LOCATION WITH ALL TRADES TO ENSURE 36" MINIMUM CLEARANCE.

E10 PROVIDE IN GRADE PULL BOX PER DETAIL FOR GROUND TEST WELL WITH THE EXCEPTION OF PROVIDING PVC CONDUIT ELLS INTO BOX TO AVOID BONDING REQUIREMENTS. PROVIDE BURNDY TERMINAL BLOCKS FOR MECHANICAL CONNECTION POINT IN GROUNDING SYSTEM. LABEL BOX

“GROUND TEST WELL”.

E11 ROUTE ONE (1) #250 KCMIL GROUND FROM NEW GROUND BAR AT NEW PANELBOARD "P1" TO THREE NEW 5/8"X10'-0" COPPERWELD GROUND RODS AT LEAST 20' AWAY FROM EACH OTHER AT 12'' BELOW GRADE. ROUTE WIRING IN 1-1/2" CONCRETE ENCASED SCHEDULE #40 PVC CONDUIT. NO METAL RACEWAYS, ELLS OR FITTINGS SHALL BE INSTALLED. CONTRACTOR SHALL TEST GROUND SYSTEM IMPEDANCE LEVEL AND IF NOT 5-OHM, CONTRACTOR SHALL ADD GROUND RODS AS NECESSARY TO MEET THIS REQUIREMENT. GROUNDS SHALL ALSO BE CONNECTED TO BUILDING STEEL AND COLD-WATER PIPING AS REQUIRED. FIELD VERIFY BEST GROUNDING LOCATION IN UNPAVED LOCATION. PATCH AND REPAIR ALL DISTURBED SURFACES TO MATCH EXISTING. CONTRACTOR SHALL COORDINATE GROUND FIELD WITH EXISTING SANITARY PIPING. LOCATE IN GRASS FIELD

VERIFY.

E12 TO EXISTING "P7" DIST. PANELBOARD. COORDINATE EXACT LOCATION PRIOR TO BID.

E13 COORDINATE MOUNTING LOCATION OF DEDICATED POWER FOR EXISTING IDF RACK WITH EXISTING LOCATIONS.

ED1 REMOVE EXISTING ELECTRICAL CONNECTIONS TO MECHANICAL EQUIPMENTS BEING REMOVED. ALL WIRING SHALL BE REMOVED BACK TO ELECTRICAL PANEL COMPLETELY. COORDINATE REMOVAL AND EXACT EQUIPMENT LOCATIONS WITH MECHANICAL WORK (TYPICAL).

ED2 EXISTING PANEL AND FEEDER SHALL BE COMPLETELY REPLACED. CONTRACTOR SHALL REWORK EXISTING RECEPTACLE CIRCUITS REMAINING AFTER DEMOLITION TO NEW REPLACEMENT PANEL. CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACES AS REQUIRED TO MATCH EXISTING.

WHERE EXISTING CIRCUIT IS FED UNDERGROUND AND CONTRACTOR IS UNABLE TO PULL NEW CIRCUIT THROUGH, CONTRACTOR SHALL PROVIDE WIRE MOLD BOX EXTENSION AND FEED ALL DEVICES DOWNSTREAM WITH NEW WIRING. PROVIDE METAL SURFACE MOUNTED WIRE MOLD RACEWAYS AS REQUIRED. CONTRACTOR SHALL RE-WORK EXISTING NON-LIGHTING CIRCUITS INCLUDING RECEPTACLE CIRCUITS SCHEDULED TO REMAIN TO NEW REPLACEMENT PANEL. FIELD VERIFY EXACT REQUIREMENTS. INTERCEPT AND EXTEND CABLING AS REQUIRED.

ED3 ELECTRICAL CONTRACTOR SHALL LEAVE EXISTING PATHWAY IN WOOD SLATE WALL FOR ROUTING TO NEW ELECTRICAL DEVICES. COORDINATE

EXACT REQUIREMENTS WITH EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

A. DOTTED LINES INDICATE ITEMS FOR REMOVAL (UON) AND GRAY SOLID LINES INDICATE

EXISTING ITEMS TO REMAIN.

B. DEVICES INDICATED WITH AN ''R'' SHALL BE RELOCATED. REMOVE, PROTECT, AND

REINSTALL IN NEW LOCATION INDICATED ON NEW WORK PLANS. INTERCEPT AND

EXTEND ALL EXISTING CABLING TO NEW LOCATION. CLEAN AND RE-LAMP RELOCATED

LUMINAIRES.

C. THE CONTRACTOR SHALL MAINTAIN THE CONTINUITY OF EXISTING CIRCUITS THAT

CONTAIN DEVICES OR EQUIPMENT THAT ARE TO REMAIN. WHEN DEMOLITION OF AN

ELECTRICAL DEVICE (OR CIRCUIT) IS INDICATED ON THE DRAWINGS: THE CONTRACTOR

SHALL ENSURE THAT OTHER DEVICES OR EQUIPMENT "UPSTREAM" OR "DOWNSTREAM"

ON THE CIRCUITS SHALL REMAIN IN "PRE- DEMOLITION" WORKING ORDER. "LEFT-OVER"

CIRCUIT BREAKERS SHALL REMAIN, BE SWITCHED TO OFF POSITION, AND BE LABELED

AS SPARES IN THEIR PANELS. PROVIDE NEW TYPEWRITTEN DIRECTORIES FOR ALL

PANELS AFFECTED.

D. LOCATIONS OF DEVICES, CONNECTIONS, ETC., INDICATED ON THIS DRAWING WERE

TAKEN FROM VARIOUS SOURCES. THEY ARE DIAGRAMMATIC ONLY AND ARE SUBJECT TO

VARIATION FROM EXISTING CONDITIONS. CERTAIN EXISTING ELEMENTS MAY NOT BE

INDICATED AT ALL. THE CONTRACTOR PROPOSING TO DO ANY PART OF THE WORK

INDICATED HEREON SHALL VISIT THIS SITE AND DETERMINE TO HIS SATISFACTION THAT

THEY MAY COMPLETE ALL WORK REQUIRED FOR THE BID WHICH HE PROPOSES.

E. REMOVE ALL ASSOCIATED BACKBOXES, CONDUIT AND CONDUCTORS FOR DEVICES /

FIXTURES / ETC. BEING REMOVED (BACK TO SOURCE), WHETHER INDICATED OR NOT

(UON). CONTRACTOR SHALL PATCH AND REPAIR ANY EXISTING WALLS, FLOORS OR

CEILINGS WHERE DEVICES ARE SHOWN TO BE REMOVED (PATCH AND REPAIR TO

RECEIVE NEW FINISHES - SEE ARCHITECTURAL PLANS).

F. COORDINATE DISPOSAL OF ALL FIXTURES, DEVICES, ETC. (INDICATED FOR DEMOLITION)

WITH OWNER. TURN OVER ITEMS REMOVED TO OWNER AT THEIR OPTION.

G. COORDINATE WITH OTHER TRADES FOR THE REMOVAL AND/OR RELOCATION OF

ELECTRICAL DEVICES AND CONNECTIONS ASSOCIATED WITH THEIR EQUIPMENT.

H. PROVIDE TEMPORARY EMERGENCY EXIT LIGHTS AT CONSTRUCTION BARRIERS AS

REQUIRED.

I. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS / CEILINGS AS REQUIRED

WHERE DEVICES ARE BEING REMOVED OR INSTALLED.

J. UNUSED/ABANDONED CONDUCTORS DISCOVERED ABOVE ACCESSIBLE CEILINGS SHALL

BE REMOVED IN ACCORDANCE WITH NEC REQUIREMENTS.

K. EXISTING ELECTRICAL SYSTEMS IN CONFLICT WITH CONSTRUCTION SHALL BE

RELOCATED TO PERMIT INSTALLATION OF DEVICES AND EQUIPMENT SHOWN ON PLANS.

L. CONTRACTOR SHALL SEAL ALL EXISTING AND NEW PENETRATIONS OF BUILDING

ENVELOPE (EXTERIOR WALLS, ROOF, ETC.) WATER-TIGHT AND AS APPROVED BY

ARCHITECT AND ENGINEER. ROOFING SHALL BE RESTORED BY A LICENSED ROOFING

CONTRACTOR BASED ON WRITTEN…