VBC Ice Rink Rebid Set Drawings 2025.09.05 - Received 09.08.2025.pdf

PDF 4 MB Posted Sep 15, 2025

Attached to: Von Braun Center Ice Rink & Chiller Renovations Project (Rebid)
Solicitation number: 84-2025-13
Issued by: Madison County, Alabama

About this file

Written by GovTribe AI · Sep 16, 2025

The documents are architectural and mechanical engineering design plans for the Ice Rink & Chiller Renovations project at the Von Braun Center located at 700 Monroe Street in Huntsville, Alabama, prepared by Matheny Goldmon Architecture + Interiors, LLC and IMEG Corp. The project involves a comprehensive renovation of the existing ice rink facility, including complete demolition and replacement of the refrigeration system, ice plant equipment, rink floor, piping, and associated infrastructure. The project is scheduled for a rebid set dated September 5, 2025, with detailed plans covering demolition, ice systems, mechanical systems, and specialized refrigeration equipment using ammonia (R-717) as the primary refrigerant.

The renovation includes a 200-foot by 85-foot ice rink with 28-foot corner radii, new underground piping systems, a factory-built ice plant skid, evaporative condenser, and comprehensive safety systems including refrigerant monitoring, emergency stop buttons, and specialized signage. The project requires intricate technical specifications, including precise piping layouts, temperature sensor installations, goal post anchors, and compliance with IIAR (International Institute of Ammonia Refrigeration) standards. The mechanical systems are designed with redundancy, including 100% redundant pumps and complex glycol flow and refrigeration system diagrams. Specialized safety features include emergency eye wash stations, ammonia detection systems, and detailed safety protocols for the refrigeration machinery room.

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VBC - Addendum - Template.pdf	PDF	Sep 15, 2025
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TITLE SHEET

SHEET TITLE

STAMP

MILESTONES

CONSULTANT'S LOGO

PROJECT NO.

DRAWN BY

CHECKED BY

108 WOODSON STREET, HUNTSVILLE, ALABAMA 35801

256.532.0909 | WWW.MATHENYGOLDMON.COM

HUNTSVILLE | NASHVILLE

REVISIONS

ARCHITECTURE + INTERIORS

09.05.2025REBID SET

25-008

CJS

C H

R R

O N

R T

H E

B R

A U

N C

O N

R O

T H

U N

E, A

, 2

ICE RINK & CHILLER RENOVATIONS FOR

THE VON BRAUN CENTER

700 MONROE STREET SOUTHWEST

HUNTSVILLE, ALABAMA 35801

SEPTEMBER 5, 2025 REBID SET

MATHENY GOLDMON ARCHITECTURE + INTERIORS, LLC

108 WOODSON STREET

HUNTSVILLE, AL 35801

PHN (256) 532-0909 / FAX (256) 532-0928

DRAWING INDEX

TITLE SHEET

TS TITLE SHEET

DEMOLITION DRAWINGS

D1.0 DEMOLITION FLOOR PLANS & NOTES

ARCHITECTURAL DRAWINGS

A1.0 RENOVATION FLOOR PLANS & NOTES

MECHANICAL DRAWINGS

M000 HVAC COVER SHEET

M201 FIRST FLOOR HVAC PLAN

M400 HVAC DETAILS

M500 HVAC DIAGRAMS

M600 HVAC SCHEDULES

ICE SYSTEM DRAWINGS

R000 ICE SYSTEMS COVER SHEET

R101 FIRST FLOOR ICE SYSTEMS DEMOLITION PLAN

R201 FIRST FLOOR ICE SYSTEMS PLAN

R300 ICE SYSTEMS DETAILS

R400 ICE SYSTEMS DETAILS

R401 ICE SYSTEMS DETAILS

R402 ICE SYSTEMS DETAILS

R500 ICE SYSTEMS FLOW DIAGRAMS

R501 ICE SYSTEMS FLOW DIAGRAMS

R600 ICE SYSTEMS - SCHEDULES

GENERAL NOTES

THESE DRAWINGS ARE PROPERTY OF MATHENY GOLDMON ARCHITECTURE + INTERIORS, LLC AND MAY NOT BE

USED OR REPRODUCED WITHOUT THEIR WRITTEN CONSENT.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE AND THOROUGHLY EXAMINING THE

AREA PRIOR TO SUBMITTING A PRICE FOR THIS JOB.

2. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES, ETC.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE. SHOULD ANY SUBSTANTIAL DIFFERENCE BE FOUND FROM THOSE SHOWN ON THE DRAWINGS, THEN THE CONTRACTOR MUST IMMEDIATELY NOTIFY

THE ARCHITECT BEFORE PROCEEDING WITH WORK.

4. THE CONTRACTOR OR BUILDER IS RESPONSIBLE FOR VERIFYING ALL PROPERTY LINES, SETBACKS AND/

OR EASEMENTS.

5. THE CONTRACTOR OR BUILDER IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE BUILDING PERMITS AND

LICENSES.

CODE SUMMARY& BUILDING INFORMATION

CODES REFERENCED 2018 EDITION - INTERNATIONAL BUILDING CODE

2018 EDITION - INTERNATIONAL EXISTING BUILDING CODE

2012-13 EDITION - NFPA 101 - LIFE SAFETY CODE

2018 EDITION - INTERNATIONAL PLUMBING CODE

2018 EDITION - INTERNATIONAL MECHANICAL CODE

2018 EDITION - NATIONAL ELECTRICAL CODE

2018 EDITION - INTERNATIONAL GAS CODE

2021 EDITION - INTERNATIONAL FIRE CODE

2018 EDITION - INTERNATIONAL ENERGY CONSERVATION CODE

2001 EDITION - ICC PERFORMANCE CODE FOR BUILDINGS & FACILITIES

2009 EDITION - ACCESSIBILITY STANDARD/ANSI A117.1

OCCUPANCY

CLASSIFICATION

CONSTRUCTION TYPE

NUMBER OF FLOORS EXISTING NUMBER OF FLOORS TO REMAIN UNCHANGED

MAX ALLOWABLE

BUILDING AREA &

HEIGHT

MAX TRAVEL DISTANCE

TO EXIT EXISTING TRAVEL DISTANCES TO REMAIN UNCHANGED IBC TABLE 1015.1

MIN NUMBER OF EXITS EXISTING NUMBER OF EXITS TO REMAIN UNCHANGED IBC TABLE 1018.1

FLOOR CONSTRUCTION

WALL CONSTRUCTION

ROOF CONSTRUCTION

EXISTING OCCUPANCY TO REMAIN UNCHANGED

EXISTING CONSTRUCTION - TYPE II B - SPRINKLERED

NEW CONSTRUCTION - TYPE II B - SPRINKLERED

EXISTING BUILDING AREAS & HEIGHTS TO REMAIN UNCHANGED

NEW REINFORCED CAST IN PLACE CONCRETE TO MATCH EXISTING

NEW CMU TO MATCH EXISTING

EXISTING TO REMAIN UNCHANGED - NOT IN SCOPE OF WORK

IBC TABLE 503

IBC SECTION 305

IBC SECTION 602

EXISTING BUILDING AREA EXISTING FLOOR AREAS TO REMAIN UNCHANGED

BUILDING RENOVATION

AREAS

ARENA ICE RINK RENOVATION AREA APPROX. 17,500 SF

ARENA ICE PLANT RENOVATION AREA APPROX. 785 SF

ARENA ICE RINK

AREA OF WORK

ARENA ICE PLANT

AREA OF WORK

VICINITY MAP

CLINTON AVE.

MONROE ST.

O R

MECHANICAL ENGINEER & ICE SYSTEM DESIGNER:

IMEG CORP

8900 KEYSTONE CROSSING, SUITE 210

INDIANAPOLIS, IN 46240

P: (317) 848-5045 / F: (317) 544-2201

CONSULTANTS

ARENA

EXISTING INTERIOR CMU WALL TO BE REMOVED

EXISTING HM DOOR & FRAME TO BE REMOVED FOR REUSE

EXISTING CONCRETE SLAB TO BE CAREFULLY SAWCUT & REMOVED

EXISTING ICE EQUIPMENT TO BE CAREFULLY REMOVED

DEMOLITION LEGEND

REMOVE AND DISPOSE OF EXISTING CONCRETE RINK FLOOR INCLUDING BUT NOT LIMITED TO:

ENTIRE EXISTING REINFORCED CONCRETE RINK FLOOR, HDPE RINK PIPING AND PERIMETER

EXPANSION JOINT, AND ALL INSULATION MATERIAL

REMOVE AND DISPOSE OF EXISTING REFRIGERATION SYSTEM

REMOVE AND DISPOSE OF EXISTING TANKS

REMOVE PORTIONS OF EXISTING CMU WALL TO ALLOW FOR NEW CHILLER INSTALLATION

CAREFULLY REMOVE EXISTING HM DOOR & FRAME FOR REUSE

CAREFULLY REMOVE EXISTING EVAPORATIVE CONDENSER TO ALLOW FOR EXISTING STEEL

STRUCTURE TO BE REUSED TO HOUSE THE NEW EVAPORATIVE CONDENSER

DEMOLITION KEY NOTES

GENERAL DEMOLITION NOTES

1. GENERAL CONTRACTOR IS TO VERIFY AND COORDINATE REMOVAL OF ALL ITEMS WITH DEMOLITION

LEGEND. CARE SHALL BE TAKEN DURING REMOVAL OF ITEMS THAT ARE TO BE REINSTALLED/ REMAIN.

AND NOT DAMAGE ADJACENT SURFACES TO REMAIN. ALL ITEMS TO BE REUSED SHALL BE STORED

UNTIL REINSTALLED DURING CONSTRUCTION.

2. DURING DEMOLITION, ANY ITEMS OR CODE DEFICIENCIES FOUND BY THE GENERAL CONTRACTOR OR ITS SUBS SHALL BE IDENTIFIED TO THE ARCHITECT, WHOM WILL DIRECT OR NOTIFY THE ASSOCIATED ENGINEER OR CONSULTANT TO EVALUATE AND PROVIDE A DIRECTIVE. THE GENERAL CONTRACTOR SHALL COORDINATE ANY QUESTIONS OR DISCREPANCIES WITH ARCHITECT PRIOR TO REMOVAL OF

ANY ITEMS.

3. COORDINATE AND VERIFY WITH ICE RINK DRAWINGS FOR DEMOLITION/ REMOVAL OF EQUIPMENT AND ELEMENTS AS WELL AS CAPPING AND TIE BACK OF COMPONENTS TO REMAIN DURING CONSTRUCTION.

CONTRACTOR SHALL VERIFY THE TOTALITY OF ITEMS TO BE REMOVED WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR DEMOLITION AND CONSTRUCTION.

4. REMOVE WALLS AS INDICATED- RETAIN SECTIONS FOR RE-USE/ INSTALLATION DURING

CONSTRUCTION.

5. REMOVE DOORS AND HOLLOW METAL FRAMES AS INDICATED- RETAIN FOR RE-USE/ INSTALLATION

DURING CONSTRUCTION IF APPLICABLE.

6. CONCRETE RINK FLOOR SHALL BE WET-SAWED INTO MANAGEABLE SECTION PRIOR TO REMOVAL.

7. REFERENCE SPECIFICATIONS:

· IIAR2 2014

· ASHRAE 15 2019

· ALABAMA MECHANICAL CODE 2021

· ALABAMA FIRE PREVENTION CODE

DEMOLITION SCOPE OF WORK

A. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND DISPOSAL OF THE ENTIRE EXISTING ICE SYSTEM (AND ALL RELATED

PIPING, VALVES, SUPPORTS, ELECTRICAL, CONTROL SYSTEMS) INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

1. ICE RINK FLOOR.

2. REFRIGERATION SYSTEM

3. OTHER RELATED SYSTEMS OR AREAS AS NOTED ON THE DRAWINGS.

B. THE FOLLOWING ITEMS SHALL BE SALVAGED, PROTECTED AND STORED:

1. SNOW MELT COIL. REUSE EXISTING COIL.

2. SKATE TILE.

3. DASHER BOARD SYSTEM TO BE REMOVED BY CONTRACTOR AND STORED ONSITE AS DIRECTED BY OWNER.

C. REMOVE, SALVAGE AND REINSTALL EXISTING SKATE TILE FOR REQUIRED WORK UNLESS OTHERWISE SPECIFIED. IF SKATE TILE IS

DAMAGED IN ANYWAY, REPLACE WITH NEW AT NO ADDITIONAL COST TO THE OWNER.

D. DRAIN FLUIDS FROM ALL SYSTEMS PRIOR TO STARTING DEMOLITION.

1. PRIMARY REFRIGERANT.

a. R-717. DISPOSE OF IN ACCORDANCE WITH ALL LOCAL AND STATE CODES.

2. SECONDARY REFRIGERANT SOLUTIONS.

a. REMOVE ALL GLYCOL FLUIDS IN ICE RINK FLOOR, REFRIGERATION SYSTEM, HEADERS, TRANSMISSION MAINS AND ALL RELATED PIPING SYSTEMS AND EQUIPMENT. DISPOSE OF IN ACCORDANCE WITH ALL LOCAL AND STATE CODES.

E. DISCONNECT ALL ELECTRICAL SYSTEMS PRIOR TO STARTING DEMOLITION. COORDINATE UTILITY SERVICE OUTAGES WITH THE OWNER, ENGINEER AND UTILITY COMPANY SINCE THE MAIN FACILITY MAY STILL BE IN USE. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO

MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION.

F. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. IN PARTICULAR, ALL SECURITY AND SAFETY SYSTEMS MUST BE MAINTAINED IN OPERATION AT ALL TIMES AS REQUIRED BY THE OWNER

AND LOCAL OFFICIALS. THIS INCLUDES SECURITY AND SAFETY LIGHTING.

G. CUT ALL BURIED PIPING, THAT IS INDICATED TO BE ABANDONED, FLUSH WITH FINISHED FLOOR UNLESS OTHERWISE NOTED. FILL ALL BURIED PIPING INDICATED TO ABANDON IN PLACE WITH FLOWABLE GROUT. FINISH FLOOR TO MATCH EXISTING ADJACENT FLOORS.

H. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING CONCRETE ICE RINK FLOOR, PIPING, SUPPORTS, TRANSMISSION MAINS, INSULATION, VAPOR BARRIER, EXPANSIONS JOINTS AND ALL ASSOCIATED MATERIALS. REMOVE AND DISPOSE OF ALL MATERIALS

OFF-SITE.

I. CONTRACTOR SHALL SAW CUT ALL CONCRETE FULL DEPTH TO THE SIZE SPECIFIED USING WATER TO MINIMIZE DUST.

J. CONTRACTOR TO REMOVE AND DISPOSE OF CONCRETE OFF SITE. CARE SHALL BE TAKEN BY THE CONTRACTOR NOT TO DAMAGE

PERIMETER OR ADJACENT CONCRETE WHERE INDICATED TO REMAIN.

K. CONTRACTOR TO EXCAVATE SUB-SOILS AS REQUIRE FOR INSTALLATION OF NEW SYSTEMS. REMOVE AND DISPOSE OF ALL EXISTING

SUB-SOIL HEATING SYSTEM PIPING, HEADERS, MAINS AND ALL RELATED MATERIALS. STOCKPILE SOILS OUTSIDE AT THE DESIGNATED AREA. RE-USE SOILS WHERE APPROVED PLACING WITHIN 0.05’ OF SPECIFIED OR REQUIRED ELEVATION. ALL EXTRA MATERIAL SHALL BE

REMOVED AND DISPOSED OF OFF-SITE.

L. ALL MECHANICAL EQUIPMENT, PIPING, VALVES, ELECTRICAL SYSTEMS AND OTHER ITEMS RELATED TO THE REFRIGERATION OR ICE SYSTEM RESULTING FROM REQUIRED DEMOLITION SHALL BE REMOVED AND DISPOSED OF OFF-SITE BY THE CONTRACTOR UNLESS

SPECIFICALLY DESIGNATED TO BE SALVAGED.

M. ALL DISPOSALS SHALL OCCUR OFF-SITE AND SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING

JURISDICTION.

N. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COVERING ALL ELECTRICAL SYSTEMS, CONTROL SYSTEMS, SENSITIVE EQUIPMENT, SCOREBOARDS, BLEACHER SYSTEM, DOORWAYS, HVAC INTAKES, AND OTHER AREAS ADJACENT TO AREAS WHERE DEMOLITION WILL TAKE PLACE WITH POLYETHYLENE SHEETING PRIOR TO THE START OF DEMOLITION.

O. VENTILATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER VENTILATION IN THE ARENA DURING CONSTRUCTION OF THE PROJECT AND TO PREVENT UNWANTED VAPORS OR ODORS FROM REACHING OTHER PARTS OF THE FACILITY.

D1.0

DEMOLITION FLOOR PLANS

& NOTES

SHEET TITLE

STAMP

MILESTONES

CONSULTANT'S LOGO

PROJECT NO.

DRAWN BY

CHECKED BY

108 WOODSON STREET, HUNTSVILLE, ALABAMA 35801

256.532.0909 | WWW.MATHENYGOLDMON.COM

HUNTSVILLE | NASHVILLE

REVISIONS

ARCHITECTURE + INTERIORS

09.05.2025REBID SET

25-008

CJS

C H

R R

O N

R T

H E

B R

A U

N C

O N

R O

T H

U N

E, A

, 2

D1.0

DEMO FLOOR PLAN

ARENA FLOOR SCALE: 1/16"=1'-0"

D1.0

DEMO FLOOR PLAN

ICE EQUIPMENT ROOM SCALE: 1/4"=1'-0"

±201'-2" - FIELD VERIFY

±8 6'

-2 " F

4' -0

4'-0" 4'-0"

ICE RINK

ICE

EQUIPMENT

±42'-8" - FIELD VERIFY

4' -0

4'-0"

D1.0

±7 7'

-7

ICE

EQUIPMENT

D N

U P

MECHANICAL

STORAGE

TELE

CORR

STORAGE

TELE

CORR

STORAGE

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THS

REC

EVP

OLP

THS

REC

EVP

OLP

NEW CMU WALL INFILL TO MATCH EXISTING

NEW ICE RINK - SEE ICE RINK DRAWINGS

NEW CONCRETE SLAB TO MATCH EXISTING - SEE ICE RINK DRAWINGS

LEGEND

NEW ICE RINK TO BE RENOVATED - SEE ICE RINK DRAWINGS

PERIMETER CONCRETE SLAB INFILL - SEE ICE RINK DRAWINGS

HDPE HEADER PIPING - SEE ICE RINK DRAWINGS

NEW RUNNING BOND 8"CMU WALL INFILL TO MATCH EXISTING WALL - EXTEND & SEAL TO UNDERSIDE

OF STRUCTURE ABOVE

REINSTALL EXISTING HM DOOR & FRAME

NEW ICE PLANT EQUIPMENT - SEE ICE RINK DRAWINGS

NEW ICE PLANT CONDENSER, COORD. LOCATION W/ OWNER & ARCHITECT - SEE ICE RINK DRAWINGS

KEY NOTES

FLOOR INSTALL NOTES

EXCAVATION & BACKFILL

A. BENCHMARK: CONTRACTOR SHALL PROVIDE AN ELEVATION SURVEY OF THE EXISTING PERIMETER

CONCRETE, EVERY 10 LINEAR FEET.

B. EXCAVATION: ALL EXCAVATION SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REGULATIONS, TO

THE DEPTHS SHOWN ON THE DRAWINGS, AND TO THE TOLERANCES SPECIFIED IN THE TABLE BELOW.

1. THE ICE RINK FLOOR SUBGRADE SHALL BE GRADED TO THE REQUIRED ELEVATION BY THE

EARTHWORK CONTRACTOR ON THE PROJECT.

CONCRETE PATCHING & REPAIR MORTAR

A. CLEAN AREA: FLUSH AREA WITH CLEAN WATER TO REMOVE ALL DUST. APPLY A PH INDICATOR TO

PREPARED SURFACE TO TEST FOR CARBONATION. AIR BLAST WITH OIL-FREE COMPRESSED AIR TO

REMOVE ALL WATER.

B. PREPARE, MIX AND APPLY PER MANUFACTURERS REQUIREMENTS.

C. PREVENT MOISTURE LOSS DURING THE FIRST 3 HOURS AFTER PLACEMENT BY USING PLASTIC

SHEETING.

D. GRIND PATCH FLUSH WITH EXISTING FLOOR.

CLEANING

A. THE ICE RINK FLOOR SHALL BE COMPLETELY CLEANED OF ALL DEBRIS, SPILLS, STAINS, ETC. IF

REQUESTED BY THE

B. ENGINEER, THE CONTRACTOR SHALL WASH AND MOP THE ENTIRE FLOOR TO ASSURE FLOOR IS

CLEAN.

C. CLEAN ALL OTHER MATERIAL, EQUIPMENT, AND DEBRIS FROM OTHER AREAS OF THE BUILDING ON A

DAILY BASIS AND THOROUGHLY CLEAN AT THE END OF THE PROJECT.

GENERAL NOTES

1. GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION

2. ESTIMATED AREA OF ICE RINK 16,654 SF

3. REFERENCE SPECIFICATIONS:

· IIAR2 2014

· ASHRAE 15 2019

· ALABAMA MECHANICAL CODE 2021

· ALABAMA FIRE PREVENTION CODE

A1.0

RENOVATION FLOOR PLANS & NOTES

SHEET TITLE

STAMP

MILESTONES

CONSULTANT'S LOGO

PROJECT NO.

DRAWN BY

CHECKED BY

108 WOODSON STREET, HUNTSVILLE, ALABAMA 35801

256.532.0909 | WWW.MATHENYGOLDMON.COM

HUNTSVILLE | NASHVILLE

REVISIONS

ARCHITECTURE + INTERIORS

09.05.2025REBID SET

25-008

CJS

C H

R R

O N

R T

H E

B R

A U

N C

O N

R O

T H

U N

E, A

, 2

A1.0

FLOOR PLAN

ARENA FLOOR SCALE: 1/16"=1'-0"

A1.0

ENLARGED FLOOR PLAN

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

200' TO FACE OF DASHERS

201'-2" TO PERIMETER CONCRETE

R28' TO FACE OF DASHERS

R28'-7" TO PERIMETER CONCRETE

' T

O F

'-2

" T O

O N

C R

ICE RINK

ICE

EQUIPMENT

A1.0

ICE

EQUIPMENT

D N

U P

MECHANICAL

STORAGE

TELE

CORR

STORAGE

TELE

CORR

STORAGE

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MCP

AutoCAD SHX Text

MCP

UNLESS NOTED OTHERWISE, THE SIZE OF EACH BRANCH DUCT TO A TERMINAL AIR BOX

(TAB) SHALL MATCH THE INLET SIZE UNLESS THE BRANCH IS GREATER THAN 6 FEET IN

LENGTH, IN WHICH CASE THE BRANCH DUCT SHALL BE SIZED AT A PRESSURE DROP OF

0.07" W.C. PER 100' OF DUCTWORK.

UNLESS NOTED OTHERWISE, THE SIZE OF EACH BRANCH DUCT TO AN AIR TERMINAL SHALL

MATCH THE INLET SIZE.

ALIGN TEMPERATURE SENSORS WITH LIGHT SWITCHES AND WHEN IN CLOSE PROXIMITY TO

EACH OTHER.

PROVIDE ACCESS DOORS AT ALL DUCT MOUNTED EQUIPMENT.

EXISTING AIR INLET AND OUTLET CFM SHOWN ON DRAWINGS ARE FROM EXISTING

DRAWINGS, AND ARE FOR REFERENCE ONLY. CONTRACTOR SHALL USE PRE-BALANCE

VALUES, AND NOT EXISTING CFM SHOWN ON DRAWINGS.

CONTRACTOR MAY REUSE PORTIONS OF EXISTING DUCT PROVIDED SIZES AND PRESSURE

CLASSES ARE CORRECT, DUCT IS THOROUGHLY CLEANED AND FREE OF DEFECTS, AND ALL

TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS ARE SEALED

AS SPECIFIED FOR NEW DUCTWORK.

VENTILATION GENERAL NOTES:

MECHANICAL GENERAL NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE

CONTROL.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.

DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC.,

AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE

INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

CATALOG AND MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN

AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR

IS RESPONSIBLE FOR THE COMPLETE DESCRIPTION OF MATERIAL SCHEDULED ON THESE

DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE

MATERIAL AND SCHEDULED PERFORMANCE TAKES PRECEDENCE OVER THE MODEL

NUMBER. THE FIRST MANUFACTURER SCHEDULED IS THE BASIS OF DESIGN.

DETERMINATION OF QUANTITIES OF MATERIAL AND EQUIPMENT REQUIRED SHALL BE MADE

BY THE CONTRACTOR FROM THE DOCUMENTS. WHERE MATERIAL AND/OR QUANTITY

DISCREPANCIES ARISE BETWEEN DRAWINGS, SCHEDULES AND/OR SPECIFICATIONS, THE

HIGHER QUALITY/ GREATER NUMBER SHALL GOVERN.

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM

ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR

PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE

CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO

VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO

VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES

OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING

WITH FABRICATION OR EQUIPMENT ORDERS.

REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE

REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER

ACCESS.

ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO

COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR

EXPENSE TO OTHERS.

EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL

CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF

DESIGN.

REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY

AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING

MOUNTED DEVICES, OTHER THAN SPRINKLERS.

EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS,

FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS

RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND

FINISH.

IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE

GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE

PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS

PANELS PRIOR TO BIDDING.

SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING,

AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE

SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER

FOR OUTDOOR USE.

CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL,

PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE

TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS

WITHIN ROOMS.

WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED

OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL

RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.

EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT

MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND

REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS,

PIPING, DUCTWORK, ETC.

DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

MAINTAIN A MINIMUM WORKING CLEARANCE OF 3 ’-6” IN FRONT OF ALL ELECTRICAL

EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT

LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS,

TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS .

MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH

OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6 ’-0” ABOVE THE

EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO

THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED

ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC.

PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL

EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT EXCEPT WHERE PAD EXTENSION

WOULD INTERFERE WITH WORKING SPACE AT EQUIPMENT CONTROL PANELS AND

ELECTRICAL PANELS.

DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2'-0" ON CENTER WHEN

ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON

METAL DECK). THIS 25 LBS. LOAD AND 2'-0" SPACING INCLUDE ADJACENT ELECTRICAL AND

ARCHITECTURAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE

ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING SHALL BE ADDED. ANCHORS

EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE

WITH SPECIFICATIONS.

MECHANICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE

CONTROL.

10.

11.

12.

EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD

SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND

REPORT ANY CONFLICTS BEFORE PROCEEDING.

NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS

BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE

FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD

CONDITIONS.

EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND

SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO BIDDING IF OTHER UTILITIES ARE

REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK.

EACH CONTRACTOR SHALL CUT AND PATCH ROOFS, WALLS, AND FLOORS ASSOCIATED

WITH THEIR WORK.

THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS,

CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL

CONTRACTORS. NOTIFY THE CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.

WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH

NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL

EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT

DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL

SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT

REMAIN ACTIVE.

OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY

REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW

SYSTEMS ARE…

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File details come from the government source that posted it. Updated Sep 16, 2025.