SJPSB Cooler-Freezer Combined Bid Set 06-17-25.pdf

PDF 10 MB Posted Jun 19, 2025

Attached to: Food Services Warehouse Freezer/Cooler Replacement
Solicitation number: 24-286
Issued by: St. Martin Parish, Louisiana

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Written by GovTribe AI · Jun 19, 2025

This document is a comprehensive construction bid set prepared by Thompson Luke & Associates for the St. James Parish School Board's Walk-In Cooler/Freezer Replacement Project located at the School Board Warehouse at 1876 W Main Street in Lutcher, Louisiana. The project involves a complete demolition and replacement of existing walk-in cooler and freezer facilities, including removing current refrigeration units, electrical connections, sprinkler systems, and associated infrastructure. The construction documents are dated June 17, 2025, and include detailed architectural, structural, mechanical, electrical, and fire protection plans for a new walk-in cooler measuring approximately 446 square feet and a walk-in freezer measuring approximately 906 square feet.

The project scope includes installing new refrigeration systems with multiple evaporator coils, electrical connections, sprinkler heads, lighting, temperature alarm systems, and associated infrastructure. The new refrigeration system will feature two separate compressor systems, one for the cooler and one for the freezer, with network switches and on-demand defrost controllers. Electrical requirements include a new 100A panel (Panel "CF") fed from the existing Panel "B", with specific circuits for lighting, evaporator coils, drain line heaters, and emergency lighting. The project also involves modifying existing electrical, mechanical, and fire protection systems to accommodate the new walk-in cooler and freezer units, with careful coordination required to maintain existing building systems and meet all current building and safety codes.

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Other files

File	Type	Posted
SJPSC Cooler-Freezer Replacement Bid Specs.pdf	PDF	Jun 19, 2025
Request for Bids- Freezer Cooler Project Advertisement.pdf	PDF	Jun 19, 2025

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THOMPSON LUKE & ASSOCIATES

Project Number:

Date:

Reviewed by:

THOMPSON LUKE &

ASSOCIATES

10705 Rieger Road, Suite 101 Baton Rouge, LA 70809

TEL. 225-293-9474

www.tlaeng.com

Drawn by:

All drawings and written material appearing herein constitute original and unpublished work of the engineer and may not be duplicated used or disclosed without written consent of engineer. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the engineer. Contractor shall check and verify all dimensions and conditions at job site. Any and all quantities which are included within this material are approximate and for estimating purposes only. Contractor shall be responsible for verifying actual quantities when constructing project.

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24-286

06.17.2025

GENERAL COVER SHEET

G0.0

Design Development

NO. DESCRIPTION DATE

GENERAL NOTES

RENOVATION NOTES

PROJECT INFORMATION VICINITY MAP

1. CONTRACTORS MUST VISIT THE SITE TO VERIFY ALL EXISTING CONDITIONS, BUILDING TYPES AND CONSTRUCTION AND ALL DIMENSIONS. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A PROPOSAL OR BID. THE CONTRACTOR SHALL BECOME GENERALLY FAMILIAR WITH THE PROJECT, AND WITH THE IMPACT OF THE NEW WORK ON THE EXISTING CONDITIONS. ANY AREAS OF CONCERN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO SUBMITTING A PROPOSAL OR BID. NO ADDITIONAL CHARGE TO THE OWNER WILL BE APPROVED WHICH IS ATTRIBUTABLE TO THE CONTRACTOR'S FAILURE TO COMPLETE THIS RESPONSIBILITY.

2. PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROPERTY OF THE OWNER.

3. PROTECT ELECTRICAL AND MECHANICAL SERVICES AND UTILITIES WHERE REMOVAL OF EXISTING UTILITIES AND PAVEMENTS IS SPECIFIED. PROVIDE BARRICADES, TEMPORARY COVERING OF EXPOSED AREAS, AND TEMPORARY SERVICES OR CONNECTIONS FOR ELECTRICAL AND MECHANICAL UTILITIES.

4. REMOVE EXISTING UTILITIES AS INDICATED AND UNCOVERED BY WORK AND TERMINATE IN A MANNER CONFORMING TO THE NATIONALLY RECOGNIZED CODE OR STANDARD COVERING THE SPECIFIC UTILITY AND APPROVED BY THE OWNER. IF UTILITY LINES ARE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS, DO NOT PROCEED. CONTACT THE ENGINEER FOR

FURTHER INSTRUCTIONS.

5. THE INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD TO THE EXISTING CONDITIONS OF CONSTRUCTION IN NO WAY RELEASES THE CONTRACTOR FROM THE RESPONSIBILITY FOR VERIFYING COMPLETELY ALL FIELD CONDITIONS RELATING TO AND AFFECTING THE EXECUTION OF THE WORK, AS DESCRIBED IN THESE CONTRACT DOCUMENTS.

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY AND DOCUMENT ALL EXISTING DIMENSIONS, ELEVATIONS AND BENCHMARKS, MATERIALS AND METHODS OF CONSTRUCTION THAT MAY AFFECT OR BE AFFECTED BY NEW WORK, AND TO COORDINATE SUCH FIELD VERIFICATION WITH THE CONTRACT DOCUMENTS AND THE EXECUTION OF THE WORK. DISCREPANCIES AND/OR CONFLICTS INVOLVING ANTICIPATED EXISTING CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY.

7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASSIST THE ENGINEER IN MAKING THEIR EVALUATIONS AND RECOMMENDATIONS BY PROVIDING IN A TIMELY MANNER, AT NO ADDITIONAL COST TO THE OWNER, ACCURATE AND COMPLETE DRAWINGS, SKETCHES, AND PHOTOGRAPHS SUFFICIENT TO CLEARLY DESCRIBE DISCREPANCIES, CONFLICTS, AND CONCEALED OR

OTHERWISE UNANTICIPATED EXISTING CONDITIONS AFFECTING NEW CONSTRUCTION.

8. THE ENGINEER HAS ENDEAVORED TO IDENTIFY AS COMPLETELY AS POSSIBLE IN THE DRAWINGS AND SPECIFICATIONS EXISTING ITEMS OR EQUIPMENT AND CONSTRUCTION THAT ARE REQUIRED TO BE REMOVED OR OTHERWISE DEMOLISHED SO AS TO ALLOW THE EXECUTION OF NEW WORK TO BE PERFORMED. THE INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR, AND IS IN NO WAY INTENDED TO MEAN THAT DEMOLITION IS LIMITED ONLY TO THOSE ITEMS SPECIFICALLY IDENTIFIED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

EXECUTE DEMOLITION WORK AS REQUIRED TO ALLOW THE EXECUTION OF NEW WORK.

9. ALL AREAS ABOVE OR ON THE EXIST. CEILING THAT ARE AFFECTED BY INSTALLATION OF NEW WORK SHALL BE REPAIRED COMPLETELY WITH MATERIALS AND PRODUCTS TO MATCH EXIST.

INSTALLATION AND FIRE-RATED ASSEMBLIES.

10. ANY DEMOLITION SCOPE WHICH MAY POTENTIALLY COMPROMISE THE STRUCTURAL INTEGRITY OF THE EXIST. BUILDING OR NEW CONSTRUCTION, SHALL BE IMMEDIATELY CALLED TO THE

ATTENTION OF THE ENGINEER, PRIOR TO PERFORMING, OR PROCEEDING WITH ANY WORK.

11. AT ANY WALL THAT IS AFFECTED BY DEMOLITION OR CONSTRUCTION, PAINT THE ENTIRE WALL FROM INTERIOR CORNER TO INTERIOR CORNER, AND TOP TO BOTTOM FOR THE ENTIRE

LENGTH OF THE WALL.

12. ALL EMERGENCY EXITS SHOULD REMAIN CLEAR AND USABLE THROUGHOUT ENTIRE CONSTRUCTION PROCESS UNLESS SPECIFICALLY COORDINATED FOR LIFE SAFETY MEASURE. PROVIDE ANY TEMPORARY PROTECTIONS, WALKWAYS OR ALTERNATE EGRESS MEANS AS REQUIRED TO ACCOMMODATE THIS. ANY WORK THAT WOULD REQUIRE THE TEMPORARY CLOSURE OF EXITS SHOULD BE CONDUCTED AFTER HOURS, AND COORDINATED WITH THE OWNER'S REPRESENTATIVE.

13. ALL LIFE SAFETY SYSTEMS, FIRE ALARMS, STROBE DEVICES, ANNUNCIATORS, SMOKE DETECTORS, AND PULL STATIONS ARE TO REMAIN COMPLETELY OPERATIONAL THROUGHOUT THE DEMOLITION AND CONSTRUCTION PROCESS FOR OCCUPIED SPACES. THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES FOR AREAS WHERE LIFE SAFETY SYSTEMS ARE TO BE RENDERED INACTIVE AND SHALL COORDINATE ALL SYSTEM INTERRUPTIONS WITH THE STATE FIRE MARSHAL INSPECTOR, PRIOR TO PERFORMING ANY WORK.

14. ALL PORTIONS OF THE EXISTING BUILDING SHALL REMAIN WEATHERTIGHT AND SECURED AT ALL TIMES. IF CONSTRUCTION IS POSTPONED, THE CONTRACTOR SHALL SECURE THE BUILDING

FROM THE ELEMENTS, INCLEMENT WEATHER, AND VANDALISM.

15. REMOVE AND TRANSPORT DEBRIS AND RUBBISH IN A MANNER THAT WILL PREVENT SPILLAGE ON PAVEMENTS, STREETS, OR ADJACENT AREAS. CLEAN UP SPILLAGE FROM PAVEMENTS, STREETS, AND ADJACENT AREAS, IN COMPLIANCE WITH ALL LOCAL AND STATE REQUIREMENTS. DESIGNATE ON SITE VEHICLE WASH STATION.

1. PRIOR TO BIDDING, THE CONTRACTOR (AND SUBCONTRACTING BIDDERS) SHALL VISIT THE EXISTING BUILDING, SITE, AND SURROUNDING AREA AND THOROUGHLY ACQUAINT THEMSELVES WITH ALL ASPECTS OF THE PROJECT DEMOLITION AND CONSTRUCTION, AS INDICATED AND/OR IMPLIED WITHIN THIS DOCUMENT. ANY DISCREPANCIES, OMISSIONS OR CONFLICTS RELATIVE TO THE INFORMATION CONTAINED WITHIN THE DOCUMENTS, THE FIELD VERIFIED CONDITIONS, OR ITEMS WHICH MAY INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. FAILURE BY THE CONTRACTOR TO PROVIDE THESE MEASURES SHALL NOT BE JUSTIFICATION FOR ADJUSTMENT IN THE CONTRACT SUM.

2. ALL WORK IS TO HAVE A ONE YEAR WARRANTY, MINIMUM.

3. THE DRAWINGS, AND ANY SUBSEQUENTLY ISSUED ADDENDA, AMENDMENTS, FIELD ORDERS, OR CHANGE ORDERS ARE PART OF THESE CONTRACT DOCUMENTS.

4. NAMING A CERTAIN BRAND OR MANUFACTURER IS TO DESIGNATE THE GENERAL STYLE, TYPE, CHARACTER, AND QUALITY STANDARD OF THE PRODUCT DESIRED. SUBSTITUTION REQUESTS MUST BE

SUBMITTED PRIOR TO BIDDING.

5. CONSTRUCTION GENERATING EXCESSIVE NOISE SHALL BE PERFORMED AFTER HOURS AND/OR COORDINATED WITH OWNER/PROJECT REPRESENTATIVE.

6. IN NO WAY DO THE DIMENSIONS SHOWN ON THE PLANS REPRESENT AN EXACT QUANTITY OF MATERIALS. THE BIDDER IS SOLELY RESPONSIBLE FOR THE QUANTITIES IN HIS BID.

7. THE DRAWINGS REPRESENT GENERAL LOCATIONS OF IMPROVEMENTS. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO LOCATE ALL IMPROVEMENTS ON SITE PRIOR TO ALTERATION, ADDITION, OR TIE-IN. ALL DAMAGE SHALL BE PROPERLY REPAIRED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE.

8. THE CONTRACTOR SHALL PROTECT THE SITE AND PROPERTY AT ALL TIMES. ALL AREAS SHALL BE MAINTAINED FREE OF TRASH AND CONSTRUCTION DEBRIS AND ALL WASTE SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS, AT A MINIMUM, OR AS DIRECTED BY THE OWNER/FACILITY MANAGER. COORDINATE THE EXACT LOCATION FOR THE TRASH DUMPSTER AND STAGING AREAS WITH THE OWNER/FACILITY MANAGER. REMOVAL AND DISPOSAL OF ALL DEBRIS, SUBSTANCES AND MATERIALS IS BE ACCOMPLISHED ACCORDING TO SPECIFICATIONS IN ADDITION TO FEDERAL, STATE, AND

LOCAL REGULATIONS.

9. THE STORAGE OF MATERIALS ON SITE SHALL BE ALLOWED IN DESIGNATED AREAS. THESE AREAS WILL BE DETERMINED AT THE PRE-BID MEETING. ANY DAMAGE TO EXISTING AREAS / SURFACES DUE TO STORAGE & STAGING SHALL BE RESTORED TO THE ORIGINAL CONDITION BY GENERAL CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS AND ANY CHARGES FOR TIE-IN TO EXISTING STREETS AND UTILITIES. ALL IMPACT FEES, IF ANY, SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL OBTAIN AND PAY ALL NECESSARY PERMITS, AND AFTER COMPLETION, FURNISH OWNER CERTIFICATIONS OF FINAL INSPECTIONS AND APPROVAL AS ISSUED BY THE INSPECTION DEPARTMENT OF THE PARISH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY CERTIFICATES OF INSPECTION, FROM FEDERAL AND STATE

AUTHORITIES BOTH AT ROUGH-IN AND COMPLETION.

11. ALL MATERIALS AND WORK SHALL CONFORM TO ALL GOVERNING CODES, REGULATIONS, AND AGENCIES.

12. ELECTRICAL WORK SHALL COMPLY WITH NFPA AND NATIONAL ELECTRICAL CODE AND BE PERFORMED BY A LICENSED ELECTRICIAN.

13. PENETRATIONS THROUGH RATED CONSTRUCTION SHALL BE SEALED BY APPROVED FIRESTOP SYSTEMS OR DEVICES TESTED IN ACCORDANCE WITH ASTM E-814 OR ANSI/UL 1479.

14. REMOVAL AND DISPOSAL OF ALL SUBSTANCES AND MATERIAL IS TO BE ACCOMPLISHED ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS.

15. ALL MATERIALS SHALL BE NEW EXCEPT WHERE OTHERWISE NOTED AND SHALL CONFORM WITH THE STANDARDS OF UNDERWRITER'S LABORATORY IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR TYPE OF MATERIAL IN QUESTION. INSTALL ALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM

APPEARANCE.

16. CONTRACTOR SHALL ANTICIPATE AND MAKE ANY AND ALL ARRANGEMENTS WITH LOCAL GOVERNMENT AGENCIES, SHOULD ENTRY ONTO, OR OBSTRUCTION OF, A PUBLIC WAY BE NECESSARY IN

CONNECTION WITH THE WORK.

17. THE CONTRACTOR SHALL PROVIDE ANY SITE DEMOLITION / UTILITY RELOCATION NECESSARY FOR COMPLETION OF WORK.

18. THE CONTRACTOR SHALL PROVIDE ANY SITE DEMOLITION/UTILITY RELOCATION AS NECESSARY FOR COMPLETION OF THE OVERALL SCOPE OF WORK. VERIFY ALL EXISTING UTILITIES AND EXACT LOCATIONS, PRIOR TO PERFORMING ANY WORK. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY REGARDING ANY CONFLICTS WHICH MAY EXIST AT THE SITE AND THAT WHICH IS REPRESENTED IN THE DOCUMENTS. THE REPAIR AND/OR REPLACEMENT OF ANY SYSTEM COMPONENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SHOULD THEY BE DAMAGED DURING THE COURSE OF

DEMOLITION OR CONSTRUCTION.

19. PRIOR TO ALTERATION, ADDITION OR TIE-IN TO EXISTING FACILITIES/ UTILITIES, ANY DAMAGE BY CONTRACTOR SHALL BE PROPERLY REPAIRED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE.

20. CONTRACTOR SHALL EXERCISE CARE TO AVOID DAMAGE TO EXISTING WORK, ADJACENT SURFACES, AND ADJOINING AREAS INCLUDING BUT NOT LIMITED TO THE PORTION OF THE WORK THAT IS TO REMAIN AS A PART OF THE COMPLETED CONSTRUCTION. CONTRACTOR SHALL BE REQUIRED TO REPAIR OR OTHERWISE RESTORE ANY SUCH AREAS OR SURFACES THAT BECOME DAMAGED OR

REMOVED ON ACCOUNT OF THE DEMOLITION AND/OR CONSTRUCTION WORK.

21. CONTRACTOR SHALL INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH PRODUCT AND MATERIAL MANUFACTURER'S INSTRUCTIONS AND REVIEWED SUBMITTALS.

22. ALL ITEMS NOT SPECIFICALLY NOTED AS OWNER PROVIDED OR OWNER INSTALLED SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR.

23. WORK INDICATED AS "NOT IN CONTRACT", "N.I.C.", OR "BY OTHERS" SHALL BE PERFORMED BY OWNER'S SEPARATE CONTRACTORS. CONTRACTOR SHALL ASSIST IN COORDINATING THE WORK BY

SEPARATE CONTRACTORS WITH THE WORK OF THIS CONTRACT.

24. DEMOLITION SHALL BE PERFORMED IN AN ORDERLY SEQUENCE, SCHEDULED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER. SHOULD HAZARDOUS MATERIALS, OR MATERIALS SUSPECTED TO BE HAZARDOUS BE ENCOUNTERED, THE CONTRACTOR SHALL NOT PROCEED AND IMMEDIATELY CALL TO THE ATTENTION OF THE OWNER. ALL HAZARDOUS WASTE SHALL BE CONTAINED, ABATED, REMOVED, AND DISPOSED OF IN ACCORDANCE WITH FEDERAL REGULATIONS, LA.D.E.Q. AND THE OWNER'S ASBESTOS MANAGEMENT PLAN.

25. IN ORDER TO ACHIEVE SUBSTANTIAL COMPLETION, THE CONTRACTOR SHALL PROVIDE ELEVATION CERTIFICATES SHOWING THAT ALL EQUIPMENT, ELECTRICAL PANELS, & DEVICES HAVE BEEN

LOCATED ABOVE THE DESIGN FLOOD ELEVATION.

26. PRIOR TO START OF DEMOLITION/CONSTRUCTION, CONTRACTOR IS TO COORDINATE WITH OWNER/PROJECT REPRESENTATIVE ANY REMAINING ITEMS LOCATED IN BUILDING INTENDED FOR

CONTRACTOR REMOVAL/DISPOSAL.

BASE BID: (AS PER CONSTRUCTION DOCUMENTS):

• MECHANICAL:

1. REMOVE EXISTING SPRINKLER HEADS IN COOLER AND FREEZER, REPLACE WITH NEW. ADJUST SPRINKLER PIPING AS NECESSARY TO ACCOMMODATE NEW HEAD LAYOUT.

2. ROUTE NEW COPPER CONDENSATE DRAIN PIPING FOR COOLER AND FREEZER.

• ELECTRICAL:

1. DEMOLISH EXISTING LIGHTING, RECEPTACLES, AND EXISTING COOLER/FREEZER CONNECTIONS IN PREPARATION FOR NEW COOLER/FREEZER INSTALLATION. REFEED NEW COOLER/FREEZER AS

SHOWN ON POWER PLANS.

2. PROVIDE NEW 120/208V 1Ø PANEL TO ACCOMODATE NEW CIRCUITRY.

3. REMOVE AND REPLACE SPECIFIED EMERGENCY LIGHTING PER LIGHTING PLANS.

CONSTRUCTION DOCUMENTS FOR

Walk-In Cooler/Freezer Replacement St. James Parish School Board Warehouse

1876 W Main Street Lutcher, LA 70071

June 17, 2025

PROFESSIONAL OF RECORD

THOMPSON LUKE & ASSOCIATES, LLC

GENERAL

G0.0 GENERAL COVER SHEET

STRUCTURAL

DS1.01 DEMOLITION/SHORING PLAN

S1.01 FOUNDATION PLAN

S2.01 STRUCTURAL SECTIONS & DETAILS

S2.02 STRUCTURAL SECTIONS

S2.03 STRUCTURAL SECTIONS

S2.04 STRUCTURAL SECTIONS

FOOD SERVICE

FS1.0 EXISTING WALK-IN COOLER & FREEZER DEMOLITION PLAN

FS1.1 FOOD SERVICE EQUIPMENT FLOOR PLAN

FS2.1 WALK-IN COOLER/FREEZER DETAILS

FS2.2 WALK-IN COOLER/FREEZER DETAILS

FS3.1 WALK-IN COOLER/FREEZER SLAB DEPRESSION PLAN

FS4.1 WALK-IN PLUMBING/ELECTRICAL ROUGH-IN PLAN

FS4.2 WALK-IN PLUMBING/ELECTRICAL ROUGH-IN PLAN

MECHANICAL

DFP1.0 FIRE PROTECTION DEMOLITION PLAN

FP1.0 FIRE PROTECTION PLAN

M0.0 MECHANICAL COVER SHEET

M1.0 MECHANICAL/PLUMBING PLAN

ELECTRICAL

E0.0 ELECTRICAL COVER SHEET

E1.0 ELECTRICAL - DEMO PLAN

E1.1 ELECTRICAL - NEW PLAN

E2.0 ELECTRICAL - PANEL SCHEDULES & DETAILS

SHEET INDEX

St. James Parish School Board Members:

Chris M. Kimball, Superintendent

Nicole Florent, President Marty Poche, Vice President

Diana Cantillo, Board Member Tim Detillier, Board Member Sue Beier, Board Member

Angela Washington, Board Member Raymond Gros, Board Member

A B C

H 1'

2' - 11 5/8" 25' - 0" 6' - 0 3/8"

34' - 0"

HATCHED AREA INDICATED EXTENT OF SAWCUTING/DEMOLITION SCOPE

ALL GRADE BEAMS, SLAB, REINFORCING STEEL, AND ANY ELEMENTS

DEFINED IN THE ARCH. DOCUMENTS SHOULD BE DEMO'D IN THIS AREA.

DEMO TO CMU WALL.

(CMU WALL TO REMAIN)

EXISTING GRADEBEAMS

EXISTING PEMB

COL.

EXISTING PEMB

COL.

PRIOR TO ANY DEMOLITION

PEMB. COLS. TO BE TIED TOGETHER WITH 1 1/8" WIRE ROPE,

CAPABLE OF SAFELY RESISTING 20,000 LBS. OF TENSION.

WIRE ROPE TO REMAIN IN PLACE

UNTIL COMPLETION OF NEW GRADE BEAMS.

THIS INCLUDES FULL CURING OF CONCRETE AND EPOXY.

WIRE ROPE TO BE ATTACHED TO EXISTING COLUMNS WITH

HARDWARE CAPABLE OF SAFELY RESISTING 20,000 LBS. OF

TENSION.

25' - 0" 6' - 8"

WIRE ℄ 1' 6" A.F.F.

8" W

R O

8" W

R O

TYP.

LIVI

C GNIREENIGNE

License No. 39038 JAMES R. LeBOUEF

ENGINEER

EOFLOUISIANAS

PROFESSIONAL

Jmcstamp.dwg 12297 44936

DATE:

SHEET NO:

DRAWN:

O N

L U

O C

S, L

.L .C

N E

N R

O U

G E, L A

R O

, S

CHECKED:

TLA PROJECT NO:

DS-101

W al k- In

C oo le r/F re ez er R ep la ce m en t

W M ai n

St re et Lu tc he r, LA

06/17/2025 24-286

St . J am es

P ar is h

Sc ho ol B oa rd

W ar eh ou se

1/4" = 1'-0"

FOUNDATION PLAN - DEMOLITION

1/4" = 1'-0"

SHORING PLAN

Revision Date

A B C 25' - 0" 6' - 8"

11' - 5 3/8"

5/ 8"

EXISTING 8" CMU WALL

EXISTING FOUNDATION WALL

EXISTING 4" SLAB SAWCUT

LINE

EXISTING 4" SLAB SAWCUT

LINE

EXISTING 4" SLAB SAWCUT

LINE

NEW 4" SLAB

14' - 5"

" S

31' - 0" 1' - 1 5/8"

2' - 11 5/8"

18' - 7" 1' - 1 5/8"

NEW 4" SLAB

2' - 0"

EXISTING PEMB BENT

EXISTING CMU BUMPOUT

NEW GRADE BEAMS,

SEE SECTIONS FOR SIZING AND REINFORCEMENT (TYP.)

EXISTING 8" CMU WALL

NEW 4" FREEZER SLAB

EXISTING FOUNDATION WALL

EXISTING 8" CMU WALL

EXISTING FOUNDATION WALL

S-201

2' - 0"

S-201

S-202

S-203

S-204

LIVI

C GNIREENIGNE

License No. 39038 JAMES R. LeBOUEF

ENGINEER

EOFLOUISIANAS

PROFESSIONAL

Jmcstamp.dwg 12297 44936

DATE:

SHEET NO:

DRAWN:

O N

L U

O C

S, L

.L .C

N E

N R

O U

G E, L A

R O

, S

CHECKED:

TLA PROJECT NO:

S-101

W al k- In

C oo le r/F re ez er R ep la ce m en t

W M ai n

St re et Lu tc he r, LA

JL.

06/17/2025 24-286

St . J am es

P ar is h

Sc ho ol B oa rd

W ar eh ou se

1/4" = 1'-0"

FOUNDATION PLAN - TOC. EL. 3'-4"

ALL CONCRETE AND REINFORCING STEEL SHALL CONFORM TO THE LATEST ACI CODE.

UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE PLANS, ALL CONCRETE SHALL DEVELOP A

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI FOR SLABS AND 4,000 PSI FOR ALL

CONCRETE BELOW SLABS/PAVING.

UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE PLANS, ALL REINFORCING STEEL SHALL

CONFORM TO ASTM A615, GRADE 60.

WHERE REINFORCING STEEL IS CALLED TO BE WELDED, WELDABLE REINFORCING STEEL SHALL

BE USED.

PROVIDE ALL NECESSARY REINFORCING STEEL ACCESSORIES REQUIRED TO SECURELY HOLD

THE REINFORCING STEEL IN THE POSITION SHOWN ON THESE PLANS.

ALL REINFORCING IN MEMBERS IN CONTACT WITH THE EARTH BUT NOT FORMED AGAINST EARTH

SHALL HAVE A MINIMUM OF TWO (2) INCHES OF CONCRETE COVER.

ALL REINFORCING IN FACES OF MEMBERS FORMED AGAINST THE EARTH SHALL HAVE A MINIMUM

OF THREE (3) INCHES OF CONCRETE COVER.

ALL REINFORCING BAR LAPS SHALL BE 44 BAR DIAMETERS FOR #6 OR SMALLER AND 55 BAR

DIAMETERS FOR #7 OR LARGER. GRADE BEAM TOP BARS SHALL BE SPLICED WITHIN THE MIDDLE

THIRD OF BEAM SPAN. GRADE BEAM BOTTOM BARS SHALL BE SPLICED AT BEAM SUPPORTS.

CONCRETE AND REINFORCING STEEL NOTES:

SPECIAL FOUNDATION NOTES:

NO GEOTECHNICAL INFORMATION WAS FURNISHED FOR THIS

PROJECT. THIS ENGINEER HAS ASSUMED THAT THE SOIL

CONDITIONS FOR THIS DESIGN ARE FIRM, STABLE, AND NON-

EXPANSIVE AND ARE CAPABLE OF SAFELY SUPPORTING 1000 PSF

FOR CONTINUOUS FOOTINGS. BY USING THESE PLANS, THE

OWNER HOLDS HARMLESS THE ENGINEER FROM ALL LIABILITY AND

DAMAGES ARISING FROM UNSTABLE SOIL CONDITIONS OR FROM

CONDITIONS WHERE FACTORS CAUSE THE SOIL CONDITIONS TO

BECOME UNSTABLE AND ALLOW MOVEMENT WITHIN THE

FOUNDATION AND STRUCTURAL SYSTEM. IF CONDITIONS ARE

FOUND TO BE OTHER THAN HEREIN STATED, STOP OPERATIONS

AND NOTIFY ARCHITECT SO HE CAN HAVE THE NECESSARY

INVESTIGATION AND CORRECTIONS TO PLANS DONE.

ALL FILL AND BACKFILL MATERIAL SHALL HAVE A "CL"

CLASSIFICATION WITH A LIQUID LIMIT LESS THAN 45 AND A

PLASTICITY INDEX BETWEEN 8 AND 22.

EARTH FORMS ARE ACCEPTABLE PROVIDED THE SOIL IS FIRM

ENOUGH TO MAINTAIN STABILITY OF THE EXCAVATIONS BEFORE

AND DURING THE INSTALLATION OF CONCRETE.

ALL POST-INSTALLED ANCHORS SHALL HAVE A CODE REPORT RECOGNIZING THE

PRODUCT FOR THE APPROPRIATE APPLICATION. THE CONTRACTOR SHALL INCLUDE

THE CODE REPORT WITH THE POST-INSTALLED ANCHOR SUBMITTAL.

THE CONTRACTOR SHALL SUBMIT ANCHOR PRODUCT DATA IN ACCORDANCE WITH THE

SUBMITTAL REQUIREMENTS CALLED FOR IN THE CONSTRUCTION DOCUMENTS.

ANCHOR PRODUCT DATA SHALL INCLUDE ALLOWABLE ANCHOR SHEAR AND TENSILE

FORCES FOR THE APPROPRIATE APPLICATION.

FOR ANCHORING INTO CONCRETE:

A. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308.

ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING AISC SPECIFICATIONS:

WIDE FLANGE SHAPES: ASTM A992 GRADE 50

CHANNEL, ANGLE, TEE & MISC. PLATES: ASTM A36

TUBE STEEL: ASTM A500 GRADE B (46 KSI)

PIPE: ASTM A53 GRADE B

THE CONTRACTOR SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE FOR

PRODUCT INSTALLATION TRAINING AND A LETTER SHALL BE SUBMITTED TO THE

ARCHITECT AND/OR ENGINEER OF RECORD INDICATING TRAINING HAS TAKEN PLACE.

FOR ADHESIVE ANCHORS, ALL HOLES MUST BE CLEANED WITH A HOLE CLEANING

BRUSH PRIOR TO THE INSTALLATION OF ADHESIVE. CLEAN HOLES PER

MANUFACTURER'S RECOMMENDATIONS. CLEANING HOLES WITH AN AIR COMPRESSOR

IS NOT ALLOWED.

POST-INSTALLED ANCHORS SHALL NOT BE PLACED IN CONCRETE THAT IS LESS THAN

7 DAYS OLD.

POST- INSTALLED ANCHOR NOTES:

1 2

1' - 4"

(3) #5 BOTTOM LAYER

GRADE BEAM REINFORCEMENT

SEE 2/S-203

(3) #4 MID LAYER

GRADE BEAM REINFORCEMENT

SEE 2/S-203

(2) #4 TOP LAYER

GRADE BEAM REINFORCEMENT

SEE 2/S-203

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

TYP. @ 8 PLCS. THIS SIDE

12" GRAVEL BED

COMPACTED SUBGRADE

EXISTING 8" CMU WALL

EXISTING PEMB BENT

EXISTING FOUNDATION WALL

5 5/8" 1' - 4"2"

EMBED REINFORCEMENT

TO EXISTING FOUNDATION

WALL W/ EPOXY

(MIN. 4" EMBED,

TYP. @ 8 PLCS. THIS SIDE)

EXISTING FOUNDATION WALL

EXISTING 8" CMU WALL

(2) #3 @ 12" OC.

TOC EL. 3' - 4" TOC EL. 3' - 4"

CONT. #3

S-201

VAPOR BARRIER

G H

1 2

SEE TYPICAL 4" SLAB DETAIL

FOR REINFORCEMENT

S-201

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

12" GRAVEL BED

COMPACTED SUBGRADE

EXISTING 8" CMU WALL

EXISTING FOUNDATION WALL

VAPOR BARRIER

1' - 0"

#4 @ 18" OC.

(2) CONT. #4 @ 6" OC.

T&B

SEE TYPICAL 5" SLAB DETAIL

FOR REINFORCEMENT

S-201

(3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END TO EXISTING WALL)

11" 1' - 1"

S-201

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO EXISTING WALL)

(2) CONT. #4 BARS @ 12" O.C.

COMPACTED SUBGRADE

12" GRAVEL BED

VAPOR BARRIER

S-201

TOC EL. 3' - 4" TOC EL. 3' - 4"

1' - 4"

EXISTING 8" CMU WALL

TOC EL. 3' - 4"

CONT. #3

CONT. #4

2" 5 5/8" 1' - 4"

12" GRAVEL BED

VAPOR BARRIER

COMPACTED SUBGRADE

EXISTING FOUNDATION WALL

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

#3 @ 18" OC.

6" 6"

10"

G H

#4 @ 12" O.C.

4" SLAB ON GRADE

6.6 W2.9XW2.9 WIREMESH

FOR REINFORCEMENT

TYPICAL 4" & 5" SLAB ON GRADE DETAIL

4" COOLER/FREEZER SLAB NOTE:

SLAB DEFINED AS "COOLER" OR

"FREEZER SLAB" MUST BE

PERFECTLY LEVEL.

4" SLAB

12" GRAVEL BED

COMPACTED SUBGRADE

VAPOR BARRIER

FREEZER/COOLER SLAB

6.6 W2.9XW2.9 WIREMESH

FOR REINFORCEMENT4" SLAB

1" SELF LEVELING

GROUT

COMPACTED SUBGRADE

VAPOR BARRIER

INSULATED FLOOR

5" SLAB

12" GRAVEL BED

(REUSE EXISTING GRAVEL

WHERE POSSIBLE)

#4 @ 48" OC. EA. WAY.

CONCRETE BRICK @

INTERSECTIONS OF #4'S

0" 5"1"

4" 4"

FOR REINFORCEMENT

SEE SECTIONS.

SEE SLAB DETAIL FOR REINFORCEMENT INFO.

4" 4"

1" 5"

5" SLAB ON GRADE

4" FREEZER SLAB

NOTE:

SEE FREEZER/COOLER

MFG FOR FLATNESS AND

LEVEL REQUIREMENTS.

CONC. CURB

4" 2"

2" CAULKING OR

OTHER WATERPROOF EXPANSION

MATERIAL

4" INSULATED WALL

CONT. #3

#3 DOWEL @ 24" OC.

1" SELF LEVELING GROUT

VAPOR BARRIER

4" INSULATED FLOOR

TOC EL. 3' - 4"

LIVI

C GNIREENIGNE

License No. 39038 JAMES R. LeBOUEF

ENGINEER

EOFLOUISIANAS

PROFESSIONAL

Jmcstamp.dwg 12297 44936

DATE:

SHEET NO:

DRAWN:

O N

L U

O C

S, L

.L .C

N E

N R

O U

G E, L A

R O

, S

CHECKED:

TLA PROJECT NO:

S-201

W al k- In

C oo le r/F re ez er R ep la ce m en t

W M ai n

St re et Lu tc he r, LA

Checker

06/17/2025 24-286

St . J am es

P ar is h

Sc ho ol B oa rd

W ar eh ou se

SECTION

1" = 1'-0"2

SECTION

1" = 1'-0"3DETAIL

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

1 2

1' - 4"

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

TYP. @ 8 PLCS. THIS SIDE

COMPACTED SUBGRADE

EXISTING 8" CMU WALL

EXISTING FOUNDATION WALL

EXISTING 8" CMU WALL

TOC EL. 3' - 4"

CONT. #3

CONT. #4

2" 5 5/8" 1' - 4"

12" GRAVEL BED

VAPOR BARRIER

COMPACTED SUBGRADE

EXISTING FOUNDATION WALL

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

#3 @ 18" OC.

6" 5"

6" 6 1/4"

S-201

SEE TYPICAL 5" SLAB DETAIL

FOR REINFORCEMENT

S-201

(3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END TO EXISTING WALL)

12" GRAVEL BED

VAPOR BARRIER

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO EXISTING WALL)

4" 2" 4"

TOC EL. 3' - 4"

(2) CONT. #4 @ 6" OC.

T&B

1' - 1 5/8" 2"

(3) #4 MID LAYER

GRADE BEAM REINFORCEMENT

SEE 2/S-203

(3) #5 BOTTOM LAYER

GRADE BEAM REINFORCEMENT

SEE 2/S-203

12" GRAVEL BED

VAPOR BARRIER

(2) #4 @ 18" OC.

S-201

G H

S-204

1 2

EXISTING 8" CMU WALL

TOC EL. 3' - 4"

CONT. #3

CONT. #4

2" 5 5/8" 1' - 4"

12" GRAVEL BED

VAPOR BARRIER

COMPACTED SUBGRADE

EXISTING FOUNDATION WALL

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

#3 @ 18" OC.

S-201

6" 6"

S-201

1' - 1"

SEE TYPICAL 5" SLAB DETAIL

FOR REINFORCEMENT

S-201

(3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END TO EXISTING WALL)

12" GRAVEL BED

VAPOR BARRIER

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO EXISTING WALL)

4" 2" 4"

TOC EL. 3' - 4"

1' - 4"

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

COMPACTED SUBGRADE

EXISTING 8" CMU WALL

EXISTING FOUNDATION WALL

(2) CONT. #4 @ 6" OC.

T&B

1' - 1 5/8" 2"

12" GRAVEL BED

VAPOR BARRIER

(2) #4 @ 18" OC.

S-201

5" SLAB REINFORCING

TOC EL. 3' - 4"

6"1' - 0"

11"

G H

S-204

LIVI

C GNIREENIGNE

License No. 39038 JAMES R. LeBOUEF

ENGINEER

EOFLOUISIANAS

PROFESSIONAL

Jmcstamp.dwg 12297 44936

DATE:

SHEET NO:

DRAWN:

O N

L U

O C

S, L

.L .C

N E

N R

O U

G E, L A

R O

, S

CHECKED:

TLA PROJECT NO:

S-202

W al k- In

C oo le r/F re ez er R ep la ce m en t

W M ai n

St re et Lu tc he r, LA

Checker

06/17/2025 24-286

St . J am es

P ar is h

Sc ho ol B oa rd

W ar eh ou se

SECTION

1" = 1'-0"1

SECTION

1" = 1'-0"2

1 2G H

1' - 4"

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

TYP. @ 8 PLCS. THIS SIDE

COMPACTED SUBGRADE

EXISTING 8" CMU WALL

EXISTING FOUNDATION WALL

EXISTING 8" CMU WALL

TOC EL. 3' - 4"

CONT. #3

CONT. #4

2" 5 5/8" 1' - 4"

12" GRAVEL BED

VAPOR BARRIER

COMPACTED SUBGRADE

EXISTING FOUNDATION WALL

#3 @ 18" OC.

6" 5"

S-201

(3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END TO EXISTING WALL)

12" GRAVEL BED

VAPOR BARRIER

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO EXISTING WALL)

4" 2" 4"

TOC EL. 3' - 4"

1' - 1 5/8" 2"

(3) #4 MID LAYER

GRADE BEAM REINFORCEMENT

SEE 2/S-203

(3) #5 BOTTOM LAYER

GRADE BEAM REINFORCEMENT

SEE 2/S-203

12" GRAVEL BED

VAPOR BARRIER

(2) #4 @ 18" OC.

S-201

(3) #5 BOTTOM LAYER

GRADE BEAM REINFORCEMENT

SEE 2/S-203

EMBED REINFORCEMENT

TO EXISTING FOUNDATION

WALL W/ EPOXY

(MIN. 4" EMBED,

TYP. @ 8 PLCS. THIS SIDE)

(2) CONT. #4 @ 6" OC.

T&B

CONT. #4 BAR

EXISTING PEMB. COLUMN EXISTING PEMB. COLUMN

S-204

(3) #4 MID LAYER

GRADE BEAM

REINFORCEMENT

SEE 2/S-203

A B C

(3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END TO EXISTING WALL)

S-201

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO

EXISTING WALL)

(2) CONT. #4 BARS @ 12" O.C.

COMPACTED SUBGRADE

12" GRAVEL BED

VAPOR BARRIER

EXISTING 4" SLAB

2' - 11 5/8"

3/4" EXPANSION JOINT

1' - 8 5/8"

3/8" (3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END TO EXISTING WALL)

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO EXISTING WALL)

(2) CONT. #4 BARS

TOP LAYER

(EMBEDED AT END

TO EXISTING WALL)

CONT. #4 BAR

#4 @ 18" OC.

W/ 8" EMBED

SEE TYPICAL 4" SLAB DETAIL

FOR REINFORCEMENT

S-201

12" GRAVEL BED

VAPOR BARRIER

COMPACTED SUBGRADE

1' - 4" 9" 1' - 0" 6"

4" 1'

TOC EL. 3' - 4"

1' - 4"

11' - 5 3/8"

SEE TYPICAL 5" SLAB DETAIL

FOR REINFORCEMENT

S-201

(3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END

TO EXISTING WALL)

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO

EXISTING WALL)

COMPACTED SUBGRADE

12" GRAVEL BED

VAPOR BARRIER

2" 6"

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

SEE TYPICAL 5" SLAB DETAIL

FOR REINFORCEMENT

S-201

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

#4 @ 18" OC.

(2) CONT. #4 @ 6" OC.

T&B

7 5/8"2"

2 3/8" 1 5/8"

1' - 0"6"

S-201

SIM.

EXISTING 8" CMU WALL

EXISTING FOUNDATION WALL

COMPACTED SUBGRADE

12" GRAVEL BED

VAPOR BARRIERTOC EL. 3' - 4" TOC EL. 3' - 4"

#4 @ 12" O.C.

LIVI

C GNIREENIGNE

License No. 39038 JAMES R. LeBOUEF

ENGINEER

EOFLOUISIANAS

PROFESSIONAL

Jmcstamp.dwg 12297 44936

DATE:

SHEET NO:

DRAWN:

O N

L U

O C

S, L

.L .C

N E

N R

O U

G E, L A

R O

, S

CHECKED:

TLA PROJECT NO:

S-203

W al k- In

C oo le r/F re ez er R ep la ce m en t

W M ai n

St re et Lu tc he r, LA

Checker

06/17/2025 24-286

St . J am es

P ar is h

Sc ho ol B oa rd

W ar eh ou se

SECTION

1" = 1'-0"1

SECTION

A B C

2' - 0"

(3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END TO EXISTING WALL)

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO

EXISTING WALL)

COMPACTED SUBGRADE

12" GRAVEL BED

VAPOR BARRIER

EXISTING 4" SLAB

3/4" EXPANSION JOINT

1' - 8 5/8"

3/8"

(3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END TO EXISTING WALL)

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO EXISTING WALL)

(2) CONT. #4 BARS

TOP LAYER

(EMBEDED AT END

TO EXISTING WALL)

CONT. #4 BAR

#4 @ 18" OC.

W/ 8" EMBED

SEE TYPICAL 4" SLAB DETAIL

FOR REINFORCEMENT

S-201

12" GRAVEL BED

VAPOR BARRIER

COMPACTED SUBGRADE

TOC EL. 3' - 4"

SEE TYPICAL 5" SLAB DETAIL

FOR REINFORCEMENT

S-201

(3) CONT. #5 BARS

BOTTOM LAYER

(EMBEDED AT END

TO EXISTING WALL)

(3) CONT. #4 BARS

MID LAYER

(EMBEDED AT END TO

EXISTING WALL)

COMPACTED SUBGRADE

12" GRAVEL BED

VAPOR BARRIER

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

SEE TYPICAL 5" SLAB DETAIL

FOR REINFORCEMENT

S-201

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

#4 @ 18" OC.

(2) CONT. #4 @ 6" OC.

T&B

7 5/8"2"

2 3/8" 1 5/8"

1' - 0"6"

S-201

EXISTING 8" CMU WALL

EXISTING FOUNDATION WALL

COMPACTED SUBGRADE

12" GRAVEL BED

VAPOR BARRIERTOC EL. 3' - 4"

11 5/8"

6"6"

TOC EL. 3' - 4"

1' - 9"

SIM.

S-201

A C

2' - 0"

EXISTING 4" SLAB

3/4" EXPANSION JOINT

1' - 8 5/8"

3/8"

CONT. #4 BAR

#4 @ 18" OC.

W/ 8" EMBED

12" GRAVEL BED

VAPOR BARRIER

COMPACTED SUBGRADE

TOC EL. 3' - 4"

(2) CONT. #4 @ 6" OC.

T&B

7 5/8"2"

2 3/8" 1 5/8"

S-201

EXISTING 8" CMU WALL

EXISTING FOUNDATION WALL

COMPACTED SUBGRADE

12" GRAVEL BEDVAPOR BARRIER

11 5/8"

SIM.

S-201

(3) #5 BOTTOM LAYER

GRADE BEAM REINFORCEMENT

SEE 3/S-201

(3) #4 MID LAYER

GRADE BEAM REINFORCEMENT

SEE 3/S-201

EMBED REINFORCEMENT

TO EXISTING FOUNDATION WALL

W/ EPOXY (MIN. 4" EMBED)

TYP. @ 8 PLCS. THIS SIDE

LIVI

C GNIREENIGNE

License No. 39038 JAMES R. LeBOUEF

ENGINEER

EOFLOUISIANAS

PROFESSIONAL

Jmcstamp.dwg 12297 44936

DATE:

SHEET NO:

DRAWN:

O N

L U

O C

S, L

.L .C

N E

N R

O U

G E, L A

R O

, S

CHECKED:

TLA PROJECT NO:

S-204

W al k- In

C oo le r/F re ez er R ep la ce m en t

W M ai n

St re et Lu tc he r, LA

Checker

06/17/2025 24-286

St . J am es

P ar is h

Sc ho ol B oa rd

W ar eh ou se

SECTION

1" = 1'-0"1

SECTION

(-10°F)

EXISTING FREEZER

(906 SF)

(+35°F)

EXISTING COOLER

(274 SF)

WAREHOUSE

FOOD

SERVICE

OFFICE

4"x12"

TROUGH DRAIN

FLOOR DRAIN

4" DIA.

SLAB VENT

4" DIA.

SLAB VENT

4"x12"

TROUGH DRAIN

3" DIA.

BALLARD (TYP.)

SPRINKLER

SYS. ABOVE

THERMAL BREAK

** NOTE **

GENERAL CONTRACTOR RESPONSIBLE FOR DISCONNECTION,

DEMOLITION, AND REMOVAL OF ALL UTILITIES

ASSOCIATED WITH THE DEMOLITION WORK INDICATED ON

THIS DRAWING - REFER TO APPLICABLE ENGINEERING

DRAWINGS FOR ADDITIONAL INFORMATION AND

REQUIREMENTS

ROOF OVERHANG/CANOPY ABOVE

2 2

EXISTING OVERHEAD

STRUCTURAL BEAM (TYP.)

RE: EL1/FS2.1

RAMP UP

RAISED

DOCK

RAISED CURB

1. DEMOLISH AND REMOVE EXISTING CHAIN LINK FENCE ENCLOSURE.

2. DEMOLISH AND REMOVE EXISTING REFRIGERATION UNITS AND ASSOCIATED COMPONENTS (REFRIGERANT

PIPING, EVAPORATOR COILS AT COOLER/FREEZER ROOMS, ETC.).

3. DEMOLISH AND REMOVE EXISTING WALK-IN COOLER/FREEZER ROOMS AND ASSOCIATED COMPONENTS (DOORS, LIGHT FIXTURES, SUSPENDED CEILING HARDWARE, ETC.).

4. DEMOLISH AND REMOVE FLOOR SYSTEM OF EXISTING WALK-IN COOLER/FREEZER ROOMS. RE: DETAIL

D1/THIS SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

5. DEMOLISH AND REMOVE EXISTING OFFICE (AND ASSOCIATED COMPONENTS) IN ITS ENTIRETY.

SHEET DEMOLITION KEYNOTES

NOTE: WORK LISTED BELOW IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.

REMOVE EXISTING CONCRETE

FLOOR

SCALE: 3/4"=1'-0"

EXISTING CONDITIONS AND DEMOLITION REQUIREMENTS - EXISTING WALK-IN COOLER & FREEZERD1 REF:

REMOVE EXISTING FOAM SLAB

INSULATION, IF INSTALLED

REMOVE EXISTING THERMAL

BREAK(S)

EXISTING

RECESS

REMOVE EXISTING WALK-IN COOLER

AND FREEZER INSULATED PANELS

VERIFY

EXISTING CONCRETE SUB-FLOOR SHALL

BE MODIFIED TO MEET INDICATED

REQUIREMENTS OF NEW WALK-IN COOLER

& FREEZER (AS NEEDED) - BY GC

RE: DETAIL A/FS1.1

EXISTING GRAVEL

BED TO REMAIN

EXISTING PVC VENT/DRAIN

PIPE TO REMAIN

CENTERLINE

OF EXISTING

VENT PIPE

(VERIFY)

EXISTING BUILDING

FLOOR/CONCRETE SLAB

EXISTING WALK-IN COOLER & FREEZER DEMOLITION FLOOR PLAN1

SCALE: 1/4"=1'-0"

THOMPSON LUKE & ASSOCIATES

W al k- In

C oo le r/F re ez er R ep la ce m en t

St . J am es

P ar is h

Sc ho ol B oa rd

W ar eh ou se

W M ai n

St re et Lu tc he r, LA

Project Number:

Date:

Reviewed by:

24-286

June 17, 2025

GKF

THOMPSON LUKE &

ASSOCIATES

10705 Rieger Road, Suite 101 Baton Rouge, LA 70809

TEL. 225-293-9474

www.tlaeng.com

NO. DESCRIPTION DATE

Drawn by: CJT

Contract Documents

G :\P

R O

J am es S ch oo l B oa rd W ar eh ou se

\D ra w in gs \1

B C

dw g

EXISTING WALK-IN COOLER &

FREEZER DEMOLITION PLAN

FS1.0

FREEZER

(906 SF)

(+35°F)

COOLER

(446 SF)

WAREHOUSE

FOOD

SERVICE

OFFICE

RAMP UP

RAISED

DOCK

RAISED CURB

31'-8"

29'-11"

24'-8"

19'-3"

60"W x 78"H

HINGED

DOOR

60"W x 78"H

HINGED

DOOR

FS2.1

48" CEILING LIGHT

48" CEILING LIGHT48" CEILING LIGHT48" CEILING LIGHT 48" CEILING LIGHT48" CEILING LIGHT

FS2.1

G (TYPICAL)

48" CEILING LIGHT48" CEILING LIGHT48" CEILING LIGHT 48" CEILING LIGHT48" CEILING LIGHT

(REAR)

AIR FLOWAIR FLOW

NEW CHAIN LINK FENCE

ENCLOSURE WITH 13'-0" LONG

MINIMUM GATED SECTION - BY GC2

EXISTING OVERHEAD

STRUCTURAL BEAM (TYP.)

RE: EL1/FS2.1

EL1

FS2.1

FREEZER SYSTEM "A"

FREEZER SYSTEM "B"

FREEZER SYSTEM "A"

FREEZER SYSTEM "B"

FS1.1

FS2.1

LEGEND:

A. DIVISION 11 (FOOD SERVICE EQUIPMENT) - CONTRACTOR FURNISHED AND INSTALLED

B. BY OTHER DIVISIONS (AS INDICATED)

C. NOT IN CONTRACT (BY OTHERS, VENDOR, ETC.)

FOOD SERVICE EQUIPMENT SCHEDULE

DESCRIPTIONQTY.

1. 1 WALK-IN COOLER/FREEZER A

2. 1 REMOTE REFRIGERATION SYSTEM A

3. 38 STORAGE PALLETS (BY OWNER/VENDOR) C

ITEM

NO.

EQUIP.

CLASS.

A. EXISTING 4" DIAMETER PVC SLAB VENT TO REMAIN FOR REUSE.

B. EXISTING 3" DIAMETER CONCRETE BOLLARDS TO REMAIN FOR REUSE.

C. EXISTING 4" X 12" FLOOR DRAIN TROUGH TO REMAIN FOR REUSE.

D. STAINLESS STEEL TRIM (PART OF ITEM NO. 1).

E. HEATED PRESSURE RELIEF PORT (PART OF ITEM NO. 1) WITHIN INSULATED WALL PANELS.

EXACT QUANTITY AND LOCATIONS SHALL BE DETERMINED BY WALK-IN UNIT MANUFACTURER.

F. SPECIFIED REMOTE REFRIGERATION SYSTEM INCLUDES TWO (2) COMPRESSORS (SYSTEM "A" & SYSTEM "B") FOR THE FREEZER ROOM, EACH SUPPORTING TWO (2) EVAPORATOR COILS. INSTALL

EVAPORATOR COILS FOR EACH SYSTEM AS INDICATED ON FLOOR PLAN.

G. 6" X 6" CONCRETE CURBS - BY GENERAL CONTRACTOR (GC).

H. NEW 6" DIAMETER CONCRETE FILLED BOLLARD - BY GENERAL CONTRACTOR (GC).

SHEET KEYNOTES.

NOTE: ITEMS LISTED BELOW ARE THE RESPONSIBILITY OF DIVISION 11 UNLESS NOTED OTHERWISE.

10'-0"

FINISHED

FLOOR TO TOP

OF WALK-IN

PANELS

10'-8" O.A.

CLR/FZR

PANELS

9'-8"

INTERIOR

HEIGHT

RECESS

12" MINIMUM

(VERIFY)

18" ℄

MINIMUM

(VERIFY)

5" MIN.

(VERIFY)

EXISTING GRAVEL

BED TO REMAIN

EXISTING

VENT/DRAIN PIPE

TO REMAIN (AT

FREEZER ONLY)

EXISTING BUILDING

FLOOR/CONCRETE

SLAB

INSULATED WALL AND

CEILING PANELS

SEALED REINFORCED CONCRETE

FLOOR (4,000 PSI) - BY GC

SEALED CONCRETE CURB

W/SLOPED TOP AND REBAR

ANCHORS - BY GC

CAULKING OR CONCRETE

FILL - BY GC

EXISTING/MODIFIED CONCRETE

SLAB/SUB-FLOOR TO MEET INDICATED

REQUIREMENTS - BY GC

6 MIL THICK POLYETHYLENE SHEETS

AND SEALED JOINTS (DIVISION 11)

SELF-LEVELING GROUT FILL

(DIVISION 11)

INSULATED FLOOR PANEL

(DIVISION 11)

NEW WALK-IN COOLER & FREEZER FLOOR PLAN1

SCALE: 1/4"=1'-0"

THOMPSON LUKE & ASSOCIATES

W al k- In

C oo le r/F re ez er R ep la ce m en t

St . J am es

P ar is h

Sc ho ol B oa rd

W ar eh ou se

W M ai n

St re et Lu tc he r, LA

Project Number:

Date:

Reviewed by:

24-286

June 17, 2025

GKF

THOMPSON LUKE &

ASSOCIATES

10705 Rieger Road, Suite 101 Baton Rouge, LA 70809

TEL. 225-293-9474

www.tlaeng.com

NO. DESCRIPTION DATE

Drawn by: CJT

Contract Documents

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FOOD SERVICE EQUIPMENT

FLOOR PLAN

FS1.1

(906 SF)

(+35°F)

COOLER

(446 SF)

WAREHOUSE

FOOD

SERVICE

OFFICE

RAMP UP

RAISED

DOCK

RAISED CURB

31'-8"

29'-11"

24'-8"

19'-3"

10 GA. HEATED S/S THRESHOLD

W/INSULATED SILL BELOW

(FOR THERMAL BREAK)

WALL-MOUNTED

LED LIGHT

FIXTURE

EXISTING/MODIFIED CONCRETE

SLAB/SUB-FLOOR - BY GC

RE: DETAIL A/FS1.1

CAULKING OR CONCRETE

FILL - BY GC

POSITIVE-

ACTION

HYDRAULIC

DOOR CLOSER

LOCKING LATCH

W/INSIDE

SAFETY RELEASE

36" HIGH 1/8" ALUMINUM

DIAMOND TREADPLATE ON

INTERIOR/EXTERIOR OF

DOOR AND DOOR SECTION

EXISTING BUILDING

CONCRETE FLOOR

6 MIL THICK POLYETHYLENE SHEETS

AND SEALED JOINTS (DIVISION 11)

SELF-LEVELING GROUT FILL

(DIVISION 11)

INSULATED FLOOR PANEL

(DIVISION 11)

INSULATED WALL AND

CEILING PANELS

SCALE: 3/4"=1'-0"

WALK-IN COOLER & FREEZER - AT DOOR SECTIONSB REF: FS1.1

10'-0"

TOP OF

CLR/FZR

PANELS

60"W x 78"H

HINGED

DOOR

60"W x 78"H

HINGED

DOOR

9'-8"

INTERIOR

HEIGHT

FS2.1

48" CEILING LIGHT

48" CEILING LIGHT48" CEILING LIGHT48" CEILING LIGHT 48" CEILING LIGHT48" CEILING LIGHT

FS2.1

LEGEND:

A. DIVISION 11 (FOOD SERVICE EQUIPMENT) - CONTRACTOR FURNISHED AND INSTALLED

B. BY OTHER DIVISIONS (AS INDICATED)

C. NOT IN CONTRACT (BY OTHERS, VENDOR, ETC.)

FOOD SERVICE EQUIPMENT SCHEDULE

DESCRIPTIONQTY.

1. 1 WALK-IN COOLER/FREEZER A

2. 1 REMOTE REFRIGERATION SYSTEM A

3. 38 STORAGE PALLETS (BY OWNER/VENDOR) C

ITEM

NO.

EQUIP.

CLASS.

A. EXISTING 4" DIAMETER PVC SLAB VENT TO REMAIN FOR REUSE.

B. EXISTING 3" DIAMETER CONCRETE BOLLARDS TO REMAIN FOR REUSE.

C. EXISTING 4" X 12" FLOOR DRAIN TROUGH TO REMAIN FOR REUSE.

D. STAINLESS STEEL TRIM (PART OF ITEM NO. 1).

E. HEATED PRESSURE RELIEF PORT (PART OF ITEM NO. 1) WITHIN INSULATED WALL PANELS.

EXACT QUANTITY AND LOCATIONS SHALL BE DETERMINED BY WALK-IN UNIT MANUFACTURER.

F. SPECIFIED REMOTE REFRIGERATION SYSTEM INCLUDES TWO (2) COMPRESSORS (SYSTEM "A" & SYSTEM "B") FOR THE FREEZER ROOM, EACH SUPPORTING TWO (2) EVAPORATOR COILS. INSTALL

EVAPORATOR COILS FOR EACH SYSTEM AS INDICATED ON FLOOR PLAN.

G. 6" X 6" CONCRETE CURBS - BY GENERAL CONTRACTOR (GC).

H. NEW 6" DIAMETER CONCRETE FILLED BOLLARD - BY GENERAL CONTRACTOR (GC).

SHEET KEYNOTES.

NOTE: ITEMS LISTED BELOW ARE THE RESPONSIBILITY OF DIVISION 11 UNLESS NOTED OTHERWISE.

E-3

E-1

E-5

E-4

E-2

J E-6

1'-10"

55'-1"

1'-2"

32'-0"

30'-3"

24'-10"

19'-7"12'-5"

P-1 1 3/4" TYPE "L" COPPER CONDENSATE DRAIN LINE FROM COOLER ROOM EVAPORATOR

COILS TO FLOOR DRAIN 2,3

P-2 1 3/4" TYPE "L" COPPER CONDENSATE DRAIN LINE FROM FREEZER ROOM EVAPORATOR

COILS TO FLOOR DRAIN 2,3

P-3 1 FLOOR DRAIN FOR NEW CONDENSATE DRAIN LINE OF COOLER/FREEZER

EVAPORATOR COILS

P-4 -- FLOOR DRAIN TROUGH

PLUMBING ROUGH-IN DATA SCHEDULE

CONN.

NO.

ITEM

NO. DESCRIPTION OF UTILITY REQUIREMENTS NOTES

G (TYPICAL)

SCALE: NONE

COOLER/FREEZER LIGHT FIXTURE INSTALLATIOND7

FILL CONDUIT WITH FOAM URETHANE SEALANT

TO PREVENT CONDENSATION WITHIN LIGHT

FIXTURES (TYP.)

SEAL ALL PENETRATIONS WITH

USDA APPROVED SEALANT (TYP.)

WALL AND CEILING MOUNTED LIGHT FIXTURES

ABOVE WALK-IN CEILING PANEL

TMP MD B W DOORR

TEMPERATURE

PROBE

MOTION

SENSOR

(MD-1)

B W R Y

MAGNETIC

DOOR

CONTACT

(MC-1)

TEMPERATURE

ALARM SYSTEM

PANEL (75LC)

LIGHTED

PANIC

BUTTON

(IP-1)

DOOR WITHIN EACH ROOM

BUILDING

POWER SUPPLY

120 VAC

A B C ABOVE CEILING PANEL

SCALE: NONE

WALK-IN COOLER/FREEZER TEMPERATURE ALARM & LIGHT CONTROL SYSTEM WIRING DIAGRAMD8

FIELD WIRING (BY CONTRACTOR)

PRE-WIRED (BY MANUFACTURER)

A. 120-VOLT CONTROL WIRING FOR TEMPERATURE

ALARM SYSTEM PANEL (75LC). LIGHTING RELAY

RATED FOR 8.3A @120V.

B. 22 AWG LOW VOLTAGE CONTROL WIRING FOR

MOTION SENSOR(S) (MD-1).

C. 22 AWG LOW VOLTAGE CONTROL WIRING FOR

LIGHTED PANIC BUTTON(S) (IP-1).

D. 22 AWG LOW VOLTAGE CONTROL WIRING FOR

MAGNETIC DOOR CONTACT(S) (MC-1).

E. 25' LONG MANUFACTURER FURNISHED

TEMPERATURE PROBE/WIRE ASSEMBLY.

WIRING DIAGRAM KEYNOTES

LEGEND

B D

NOTE:

REFER TO

MANUFACTURER

AS-BUILT WIRING

DIAGRAMS FOR

ADDITIONAL

INFORMATION

SCALE: NONE

REFRIGERANT LINE INSULATION & JACKETINGD4 REF:

LIQUID LINE

SUCTION LINE

SEALED INSULATION JOINT

(AS APPLICABLE)

0.016" THICK TYPE 3003-H14 ALUMINUM

ALLOY SELF-FASTENING JACKETING FOR

PROTECTION OF ALL EXTERIOR (OUTDOOR)

REFRIGERANT LINES

SEALED ALUMINUM

JACKETING JOINT

(AS APPLICABLE)

AP/ARMAFLEX INSULATION

DETAIL KEYNOTES

A. ALL REFRIGERANT LINES SHALL BE RIGID REFRIGERANT GRADE TYPE "L" COPPER.

B. ALL REFRIGERANT LINES SUBJECT TO SWEATING SHALL BE FULLY INSULATED WITH

AP/ARMAFLEX AS FOLLOWS:

- 3/4" (MINIMUM) FOR COOLER LINES; 1-1/2" FOR POORLY-VENTILATED AREAS.

- 1" (MINIMUM) FOR FREEZER LINES; 2" FOR POORLY-VENTILATED AREAS.

C. ALL JOINTS SHALL BE SEALED WITH GLUE IN ACCORDANCE WITH INSULATION MANUFACTURER'S

RECOMMENDATIONS. DUCT TAPE AT JOINTS IS NOT ACCEPTABLE.

D. FURNISH AND INSTALL MATCHING ALUMINUM JACKETING ELBOW COVERS AT ALL EXTERIOR

(OUTDOOR) REFRIGERANT PIPING ANGLES AND BENDS.

E. FURNISH AND INSTALL MATCHING ALUMINUM JACKETING STRAPPING AND SEALS AT ALL JOINTS

IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

BUILDING WALL/ROOF, CONCRETE SLAB, OR

INSULATED WALL/CEILING PANEL OF WALK-IN

COOLER AND/OR FREEZER (AS APPLICABLE)

INSULATED REFRIGERANT LINE

RE: DETAIL D2/FS1.01

THREADED ROD,

UNI-STRUT/HARDWARE

. DETAIL KEYNOTES

A. MOUNTING TO INSULATED CEILING PANELS NOT ALLOWED FOR OUTDOOR COOLER/FREEZER INSTALLATIONS AND SHALL BE AVOIDED WHENEVER POSSIBLE FOR INDOOR INSTALLATIONS. WHEN MOUNTING TO INSULATED WALL OR CEILING PANELS, HARDWARE SHALL NOT PENETRATE MORE THAN HALFWAY THROUGH PANEL DEPTH -- PENETRATIONS SHALL BE FILLED AND SEALED WITH USDA GRADE SILICONE TO PREVENT

MOISTURE INTRUSION.

B. BUILDING ROOF PENETRATIONS SHALL BE FILLED AND SEALED UTILIZING BEST INDUSTRY PRACTICES AND

IN ACCORDANCE WITH LOCAL BUILDING CODES.

C. STANDARD PIPE CLAMPS MAY BE UTILIZED ON OUTDOOR ALUMINUM-JACKETED AND INSULATED REFRIGERANT

LINES.

D. HARDWARE (NUTS, BOLTS) SHOWN FOR REFERENCE ONLY. FURNISH AND INSTALL NECESSARY STAINLESS STEEL HARDWARE IN A WORKMANLIKE MANNER AND IN COMPLIANCE WITH LOCAL BUILDING CODES TO MEET

PROJECT REQUIREMENTS.

SCALE: NONE

REFRIGERANT LINE SUPPORTD5 REF:

SURFACE-MOUNTED INSTALLATION

SUSPENDED INSTALLATION

PIPE CLAMP W/INTEGRAL

THERMOPLASTIC ELASTOMER CUSHION

INSTALLED OVER INSULATION

OVERHEAD

STRUCTURAL

CEILING

AND/OR

SUPPORT

P-3

P-2

P-1

J E-5

48" CEILING LIGHT48" CEILING LIGHT48" CEILING LIGHT 48" CEILING LIGHT48" CEILING LIGHTJ

CAULKING OR CONCRETE

FILL - BY GC

SCALE: 3/4"=1'-0"

WALK-IN COOLER & FREEZER - AT ADJACENT WALLSC REF: FS1.1

COOLER

(+35°F)

FREEZER

(-10°F)

SCALE: 3/4"=1'-0"

WALK-IN COOLER & FREEZER - AT BUILDING WALLSD REF: FS1.1

WALL

PANEL

CEILING

PANEL

HANGER PLATE W/ 3/8" X 1 1/2"

BOLT W/ NUT & LOCK WASHER

1/4" x 2 1/2" x 2 1/2"

ALUM. SUPPORT ANGLE

NOTE:

FURNISH AND INSTALL ALL HARDWARE (SUPPORT ANGLE(S)/UNISTRUT,

TURNBUCKLES, THREADED HANGER RODS, AND NUTS/WASHERS) - DIVISION 11.

STRUCTURE

SUPPORT

ABOVE

BRIDGING UNISTRUT OR ANGLE

(IF BUILDING STRUCTURAL SUPPORT

IS NOT LOCATED DIRECTLY ABOVE)

**ALL SUPPORTS AND THREADED

HANGERS MUST BE INSTALLED LEVEL**

STRUCTURE

SUPPORT

ABOVE

SCALE: NONE

WALK-IN COOLER/FREEZER SUSPENDED CEILING INSTALLATION DETAILD2 REF: FS101

HANGER

PLATE

3/8" ALL-

THREAD ROD

EYE

TURNBUCKLE

SUPPORT

ANGLE

THE LOCKED

CAMLOCK HOLDS

THE HANGER

PLATE IN PLACE

@ THE PANEL

JOINT

FROM TOP OF CEILING

PANEL TO TOP OF

TURNBUCKLE

3/8" ALL-

THREAD ROD

VER

IFY

W/M

ANF

VER

IFY

W/M

ANF

VER

IFY

W/M

ANF

BOTTOM OF RECESS

9" BELOW FINISHED FLOOR

EXISTING FINISHED FLOOR

10'-0" A.F.F.

T.O.COOLER/FREEZER

14'-0" A.F.F.

BOTTOM OF BEAM (MAX.)

11'-8" A.F.F.

BOTTOM OF BEAM (MIN.)

20 GA. STAINLESS

STEEL DOOR AND DOOR

FRAME WALL PANELS

(EXTERIOR/INTERIOR)

BOTTOM OF RECESS

9" BELOW FINISHED FLOOR

EXISTING FINISHED FLOOR

10'-0" A.F.F.

T.O.COOLER/FREEZER

14'-0" A.F.F.

BOTTOM OF BEAM (MAX.)

11'-8" A.F.F.

BOTTOM OF BEAM (MIN.)

SCALE: 3/4"=1'-0"

ELEVATION DETAIL - WALK-IN COOLER & FREEZEREL1 REF:

EXISTING STRUCTURAL

BEAM AND COLUMN

NEW COOLER

(+35°F)

NEW FREEZER

(-10°F)

EXISTING ROOF AND

SUPPORT BEAMS

EXISTING GUTTER

(TYPICAL)

(REAR)

AIR FLOWAIR FLOW

67"

120" HOUSING

(120 1/4" W/FEET)

42"

12"

40" HOUSING

(43 1/4" W/FEET)

VER"

36"

SCALE: NONE

REMOTE COOLER & FREEZER REFRIGERATION SYSTEM - INSTALLATION AND CLEARANCES DETAILD3 REF: FS101

GENERAL DETAIL NOTES

1. REFRIGERATION RACK WEIGHT = 3,250 LBS.. NOTE: UNIT WILL BE TOP HEAVY.

2. REFRIGERATION SYSTEM SPECIFIED INCLUDES:

* CRANKCASE HEATERS * (2) 5-PORT NETWORK SWITCH (RE: FS4.1 AND FS4.2)

* FAN CYCLING SWITCHES * BOTTOM RIGHT (2) COMPARTMENTS WILL BE EMPTY

* PHASE LOSS MONITOR

3. EXACT SIZE AND QUANTITY OF REFRIGERANT LINES (NOT SHOWN) REQUIRED ARE PROJECT SPECIFIC AND SHALL BE VERIFIED. ROUTING OF NEW REFRIGERANT LINES SHALL FOLLOW EXISTING LINES WHERE POSSIBLE. REFER TO DETAILS D4 & D5 ON THIS SHEET FOR ADDITIONAL REQUIREMENTS.

4. NEW AND/OR MODIFIED EXISTING BUILDING PENETRATIONS FOR THE INSTALLTION OF THE NEW REFRIGERANT LINES (DIVISION 11) SHALL BE PROVIDED AND SEALED BY THE GENERAL

CONTRACTOR.

5. EXISTING CHAIN LINK FENCE ENCLOSURE (NOT SHOWN) TO BE MODIFIED OR REPLACED BY GENERAL CONTRACTOR TO ACCOMMODATE NEW REFRIGERATION UNIT AND INDICATED CLEARANCE

REQUIREMENTS.

EXISTING RAMP,

DOCK, AND

RAILING

EXTERIOR

BUILDING WALL

EXISTING RAISED

CURB/WALKWAY

EXISTING PARKING

LOT

MAIN, NON-FUSED

DISCONNECT

ELECTRICAL CONTROL

PANEL ACCESS

ALL STAINLESS

STEEL HOUSING

STAINLESS STEEL

LIFT-OUT LOUVERS

NEW CHAIN LINK FENCE

ENCLOSURE WITH 13'-0" LONG

MINIMUM GATED SECTION - BY GC2

EXISTING OVERHEAD

STRUCTURAL BEAM (TYP.)

RE: EL1/FS2.1

EL1

FS2.1

FREEZER SYSTEM "A"

FREEZER SYSTEM "B"

FREEZER SYSTEM "A"

FREEZER SYSTEM "B"

NETWORK SWITCH

PROVIDED BY

MANUFACTURER

NOTE: EACH EVAPORATOR EQUIPPED WITH A CONTROLLER PROVIDED

PRE-MOUNTED TO HOUSING OF EVAPORATOR ASSEMBLY.

WIRING SCHEDULE FOR ELECTRICAL CONTRACTOR REQUIREMENTS:

· EACH COIL REQUIRES (3) 115V 12AWG MIN. TO PROVIDE HOUSE

POWER TO THE COIL (HOT, NEUTRAL, GROUND).

· ALL COILS IN THE SAME ROOM MUST BE BONDED TO EACH OTHER

AND CONNECTED TO DATA SWITCH.

CAT5/6e CABLE (ETHERNET)

PROVIDED BY G.C. FOR

INTERCONNECTIVITY FROM

CONTROLLER TO SWITCH

GROUNDDISCONNECT SWITCH

(LOCATED ON COIL)

120V/1PH/60HZ

SUPPLIED BY HOUSE

H N G

VOLTAGEDESCRIPTIONSYS

*REFERENCE ROUGH-IN SCHEDULE FOR COIL AMP DRAW.

FOR OPTIONAL MONITORING

CONNECTIVITY

CAT5/6e CABLE (ETHERNET)

PROVIDED BY G.C. FOR

INTERCONNECTIVITY TO

BUILDING NETWORK SYSTEM

CAT5/6e CABLE (ETHERNET)

PROVIDED BY G.C. FOR

INTERCONNECTIVITY FROM

CONTROLLER TO SWITCH

ITEM COIL #DESCRIPTIONPORT #

5 - -LAN IF REQUIRED

ITEM COIL #DESCRIPTIONPORT #

5 - -LAN IF REQUIRED

VOLTAGEDESCRIPTIONSYS

2 POLE

DISCONNECT SWITCH

(LOCATED ON COIL)

GROUND

L1 L2 G

115/1WALK-IN COOLERA

B1 WALK-IN FREEZER 208/1

B2 WALK-IN FREEZER 208/1

PORTS FOR VISUAL ONLY.

SEE REFRIGERATION

NETWORK SWITCH TABLE(S)

FOR PORT/COIL

ASSIGNMENT.

A WALK-IN COOLER 1

A WALK-IN COOLER 2

B1 WALK-IN FREEZER 1

B1 WALK-IN FREEZER 2

B2 WALK-IN FREEZER 3

B2 WALK-IN FREEZER 4

FIELD WIRING (BY ELECTRICAL CONTRACTOR)

PRE-WIRED (BY MANUFACTURER)

SCALE: NONE

REMOTE REFRIGERATION SYSTEM EVAPORATOR COILS ELECTRICAL AND DATA WIRING DIAGRAMSD9

WIRING DIAGRAM - ECO-SMART DEMAND DEFROST

CONTROLLERS FOR WALK-IN COOLER WITH MULTIPLE COILS

EVAPORATOR COIL

SUPPLIED BY HOUSE

120V POWER OUTLET

NEMA 5-15R

REFRIGERATION NETWORK SWITCH TABLE

SWITCH 1

REFRIGERATION NETWORK SWITCH TABLE

SWITCH 2

WIRING DIAGRAM - EVAPORATOR COILS NETWORK

DATA AND COMPONENTS

WIRING DIAGRAM - ECO-SMART DEMAND DEFROST

CONTROLLER FOR WALK-IN FREEZER WITH MULTIPLE COILS

NOTE: EACH EVAPORATOR EQUIPPED WITH A CONTROLLER PROVIDED

PRE-MOUNTED TO HOUSING OF EVAPORATOR ASSEMBLY.

WIRING SCHEDULE FOR ELECTRICAL CONTRACTOR REQUIREMENTS:

· EACH COIL REQUIRES (3) 208V (AWG SIZE ACCORDING TO

HEATER LOAD AND LOCAL CODE) TO PROVIDE HOUSE POWER TO

THE COIL (L1, L2 AND GROUND).

· ALL COILS IN THE SAME ROOM MUST BE BONDED TO EACH OTHER

AND CONNECTED TO DATA SWITCH.

FIELD WIRING (BY ELECTRICAL CONTRACTOR)

PRE-WIRED (BY MANUFACTURER)

EVAPORATOR COIL

*REFERENCE ROUGH-IN SCHEDULE FOR COIL AMP DRAW.

208-230V/1PH/60HZ

SUPPLIED BY HOUSE

1. ROUGH-IN PLAN SHOWS APPROXIMATE LOCATIONS FOR UTILITY REQUIREMENTS OF FOOD SERVICE EQUIPMENT SPECIFIED (INCLUDING EXISTING AND FUTURE EQUIPMENT) PLUS ELECTRICAL CONVENIENCE OUTLETS.

CONTRACTOR SHALL FURNISH DIMENSIONED LOCATIONS FROM FINISHED WALLS AND/OR CENTER-LINE OF

COLUMNS FOR ALL UTILITIES SHOWN ON CONTRACT DOCUMENT ROUGH-IN DRAWINGS.

2. WHERE POSSIBLE, ALL ELECTRICAL CONDUIT/WIRING SHALL BE EXTENDED UP THROUGH AND OUT OF

BUILDING WALLS.

3. EXTEND AND CONNECT WIRING FROM JUNCTION BOXES TO CONNECTION POINTS ON FOOD SERVICE EQUIPMENT -

DIVISION 26.

4. WALL-MOUNTED JUNCTION BOXES SHALL BE RECESSED IN BUILDING WALL SO THAT EQUIPMENT CAN BE

INSTALLED AGAINST WALLS.

5. FURNISH AND INSTALL ALL NECESSARY LINE DISCONNECT SWITCHES, UNLESS SPECIFIED OTHERWISE -

DIVISION 26.

6. FURNISH AND INSTALL CONDUIT, JUNCTION BOXES, AND FIELD WIRING FOR COILS, CEILING-MOUNTED LIGHT FIXTURES, PRESSURE RELIEF PORTS, AND FREEZER DRAIN LINE HEATERS (FURNISHED BY DIVISION

11) OF WALK-IN COOLERS/AND FREEZERS - DIVISION 26.

7. HORIZONTAL RUNS OF CONDUIT FOR CEILING-MOUNTED LIGHT FIXTURES SHALL BE MOUNTED ON TOP OF

WALK-IN CEILING PANELS - DIVISION 26.

8. ELECTRICAL CONDUIT WITHIN WALK-IN SHALL BE FILLED (INSIDE CONDUIT) WITH FOAM URETHANE TO

PREVENT CONDENSATION - DIVISION 26.

9. PENETRATIONS OF WALK-IN CEILING/WALL PANELS SHALL BE SEALED WITH USDA-APPROVED SEALANT.

10. FURNISH AND INSTALL JUNCTION BOX ON TOP OF WALK-IN COOLER/FREEZER FOR POWER SOURCE OF TEMPERATURE ALARM SYSTEM…

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