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SOUTH CAROLINA

STATE

NATIONAL PARK SERVICE

SOUTHEAST REGION REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING

REPLACE HVAC SYSTEMS AT LIBERTY SQUARE VISITOR EDUCATION CENTER

LIBERTY SQUARE

192499

098B

44CHARLESTON S. CAROLINA

CONSTRUCTION DOCUMENTS

PMIS # 316098B

OF

PKG.

NO. SHEET

DRAWING NO.

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

SOUTHEAST

CHARLESTON

392/92,002 6/91; 392/90,027 9/90; REVISED & REDRAWN 6/93. UPDATED 11/98. SGS.

SUMTER

SITE

FORT

MOULTRIE

SITE

PROJECT

SITE

FORT

SHEET LIST TABLE

PAGE NO. SHEET NO. SHEET TITLE

GENERAL

1 G0.0 COVER SHEET

2 G0.1 GENERAL NOTES

3 G0.2 SITE MAP

STRUCTURAL

4 S1.0 PIER WEST STRUCTURAL PLAN

5 S1.1 FIRST FLOOR EAST STRUCTURAL PLAN

6 S1.2 SECOND FLOOR STRUCTURAL PLAN

7 S5.0 DETAILS

MECHANICAL

8 M0.0 MECHANICAL LEGEND & ABBREVIATIONS

9 M1.0 PIER WEST HVAC DEMO PLAN

10 M1.1 PIER EAST HVAC DEMO PLAN

11 M1.2 FIRST FLOOR WEST HVAC DEMO PLAN

12 M1.3 FIRST FLOOR WEST PIPING DEMO PLAN

13 M1.4 FIRST FLOOR EAST HVAC DEMO PLAN

14 M1.5 FIRST FLOOR EAST PIPING DEMO PLAN

15 M1.6 SECOND FLOOR HVAC DEMO PLAN

16 M1.7 SECOND FLOOR PIPING DEMO PLAN

17 M1.8 PIER WEST HVAC NEW PLAN

18 M1.9 PIER EAST HVAC NEW PLAN

19 M1.10 FIRST FLOOR WEST HVAC NEW PLAN

20 M1.11 FIRST FLOOR WEST PIPING NEW PLAN

21 M1.12 FIRST FLOOR EAST HVAC NEW PLAN

22 M1.13 FIRST FLOOR EAST PIPING NEW PLAN

23 M1.14 SECOND FLOOR HVAC NEW PLAN

24 M1.15 SECOND FLOOR PIPING NEW PLAN

25 M3.0 SECTIONS

26 M5.0 DETAILS

27 M5.1 DETAILS

28 M5.2 DETAILS

29 M6.0 SCHEDULES

ELECTRICAL

30 E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS

31 E1.0 ELECTRICAL DEMO PIER WEST PLAN

32 E1.1 ELECTRICAL DEMO PIER EAST PLAN

33 E1.2 ELECTRICAL DEMO FIRST FLOOR WEST PLAN

34 E1.3 ELECTRICAL DEMO FIRST FLOOR EAST PLAN

35 E1.4 ELECTRICAL DEMO SECOND FLOOR PLAN

36 E1.5 ELECTRICAL NEW PIER WEST PLAN

37 E1.6 ELECTRICAL NEW PIER EAST PLAN

38 E1.7 ELECTRICAL NEW FIRST FLOOR WEST PLAN

39 E1.8 ELECTRICAL NEW FIRST FLOOR EAST PLAN

40 E1.9 ELECTRICAL NEW SECOND FLOOR PLAN

41 E6.0 SINGLE LINE DIAGRAM

42 E6.1 EXISTING SCHEDULES A

43 E6.2 NEW SCHEDULES B

44 E6.3 SCHEDULES C

THIS PROJECT

SO

UTH CAROLINA

JOSEPH EIXENBERGER

LIC

EN

SE

D

PROFESSIONAL ENGINEERNo. 39592

SO

UTH CAROLINA

LIC

EN

SE

D

PROFESSIONAL ENGINEERNo. 42216

CHR IST IA N GELLERT

SO

UTH CAROLINA

LIC

EN

SE

D

PROFESSIONAL ENGINEERNo. 40622

P. V INSO N C A RTER

6-17-2024

6-14-20246-4-2024

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CONCORD ST.

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BROAD ST.

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TRADD ST.

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CALHOUN ST.

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MEETING ST.

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DRUM

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ISLAND

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CHARLESTON

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DOCKSIDE II

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COOPER RIVER

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ASHLEY RIVER

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CITY

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MARINA

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FORT SUMTER

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NATIONAL

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MONUMENT

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ATLANTIC

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OCEAN

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SULLIVAN'S

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ISLAND

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MORRIS

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ISLAND

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JAMES

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ISLAND

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DANIEL

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ISLAND

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CHARLESTON

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MOUNT

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PLEASANT

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COOPER RIVER

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ASHLEY RIVER

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CO.

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BERK

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LEY

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CHAR

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ESTON

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CO.

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LONG POINT ROAD

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MATHIS

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FERRY

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RIFLE RANGE

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ROAD

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FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

GENERAL NOTES

1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND STATE AND

LOCAL STANDARDS.

2. SURVEY/ ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO

DETERMINE APPROXIMATE FIELD CONDITIONS. ACTUAL ELEVATIONS SHALL BE FIELD

VERIFIED DURING CONSTRUCTION.

3. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN AS A

SCREENED BACKGROUND. NEW STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN IN

HEAVY LINE WEIGHTS. OTHER DISCIPLINES MAY SCREEN NEW STRUCTURES OUTSIDE THEIR

DISCIPLINE TO SHOW THEIR INFORMATION.

4. ALL WORK SHALL BE PERFORMED PER THE APPROVED PLANS, PROJECT SPECIFICATIONS AND

GENERAL CONDITIONS OF THE CONTRACT. ANY CHANGES TO THE DESIGN AS SHOWN IN

THESE CONSTRUCTION DOCUMENTS MUST BE REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER BEFORE CHANGES ARE MADE.

5. BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE SHALL

ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE

COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS. IN ADDITION, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND

HOLD THE NPS AND THE OWNER'S REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY,

REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,

EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE NPS OR THE

OWNER'S REPRESENTATIVE.

6. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER

UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT

SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS

EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND

QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER

CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS

THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD

LOCATING WATER, SEWER, ELECTRIC, PHONE AND ALL OTHER EXISTING UTILITIES IN THE

PROJECT LIMITS VIA POT HOLING, 3RD PARTY UTILITY LOCATOR, ETC. AS NECESSARY TO

VERIFY LOCATIONS, CORRECTNESS, & COMPLETENESS.

7. THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE

LOCATION OF EXISTING UTILITIES AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE BEGINNING

OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PRE-MARKING OF THE

LOCATION LIMITS AS REQUIRED BY DIG ALERT. CONTRACTOR MAY NOT BEGIN EXCAVATION

UNTIL ALL UTILITY MEMBERS HAVE RESPONDED TO THEIR TICKET.

8. DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE

APPROXIMATE FIELD CONDITIONS. PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD

VERIFY EXISTING LOCATIONS, ELEVATIONS, MATERIAL TYPES, I.D. AND O.D. OF PIPES, ETC. OF

ALL UTILITIES AND FEATURES WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES IN WRITING IMPACTING NEW WORK

SUFFICIENTLY IN ADVANCE OF NEW WORK SO AS TO NOT CAUSE CONSTRUCTION DELAYS.

INCLUDE INFORMATION ON LOCATION, ELEVATION , UTILITY TYPE AND SIZE.

9. EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, STRUCTURES

AND UTILITIES, DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO MATCH

ORIGINAL PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE CONTRACTING

OFFICER WITHOUT ADDITIONAL COST TO THE GOVERNMENT

10. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND

GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE

CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT.

11. CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE

AND OPERABLE FACILITIES AS SHOWN HEREIN. IF THERE IS AN OMISSION ON THE

CONSTRUCTION DOCUMENTS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT

THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS

NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES.

12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR

COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING ALL EMPLOYEES AND/OR SUBCONTRACTORS WITH PERSONAL PROTECTIVE

EQUIPMENT AND FOLLOWING ALL SAFETY PROTOCOLS, TO INCLUDE WORK IN ATTIC AND

CRAWL SPACES IN THE EVENT RODENT DROPPINGS/NESTS ARE PRESENT.

13. ALL EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS UTILITIES

OPERATOR, OR IN THE OBSERVANCE OF THE OPERATOR WITH PRIOR APPROVAL.

14. CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY NPS CONTRACTING

OFFICER AT LEAST 72 HOURS PRIOR TO ANY UTILITY OR SERVICE INTERRUPTIONS.

15. CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL BURIED PIPING

AND CONDUITS.

16. ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

17. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF “RED-LINED”

RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL DEVIATIONS, CHANGES,

ADDITIONS, AND DELETIONS MADE DURING CONSTRUCTION. ONE SET SHALL BE MAINTAINED

AT THE SITE AND SHALL BE UPDATED DAILY.

18. STAGING AREAS SHALL BE DEFINED BY CONTRACTING OFFICER UNLESS OTHERWISE

DELINEATED IN THIS PLAN SET.

19. CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE NECESSARY TO

PREVENT THE PUBLIC OR PARK STAFF FROM ENTERING WORK AREAS.

20. CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ON ALL EXISTING

DRIVEWAYS, ROADS AND PATHS NOT UNDER CONSTRUCTION. ALL DRIVEWAYS AND STREET

APPROACHES SHALL BE OPENED TO ALLOW VEHICLE ACCESS AT THE END OF THE WORK DAY.

CONTRACTOR SHALL COORDINATE WITH NPS AND PREPARE A TRAFFIC AND PEDESTRIAN

CONTROL PLAN FOR ALL AREAS AFFECTED BY CONSTRUCTION.

21. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED.

22. ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK

BOUNDARIES.

23. THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK AT EITHER

EXPANSION OR CONSTRUCTION JOINTS.

24. THE NPS SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY

IDENTIFIED CONDITIONS THAT REQUIRE DEVIATIONS FROM THESE PLANS AND/OR

SPECIFICATIONS. ANY REVISIONS TO THE IMPROVEMENT PLAN WILL BE PROCESSED IN

ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT DOCUMENTS.

25. ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO

OSHA REGULATIONS.

26. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE

CONTRACTOR. COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF

AUTHORITIES HAVING JURISDICTION. CONDUCT ANY DEMOLITION DUTIES WITHOUT

DISRUPTION OF OCCUPANTS.

27. ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO BE

REMOVED ON THE DRAWINGS.

28. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION.

29. THRUST BLOCKING SHALL BE PLACED AT ALL BENDS (HORIZONTAL OR VERTICAL) 11.25

DEGREES OR GREATER, AND AS SHOWN IN THE STANDARD DETAILS.

30. PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE PLANS, AS DEEMED NECESSARY IN

THE FIELD, OR AS DIRECTED BY THE CONTRACTING OFFICER FOR SUPPORT OF ALL PIPING

BOTH NEW AND EXISTING.

31. ALL VALVE RISERS ON VALVES ABANDONED IN THE CURRENT PROJECT SHALL BE REMOVED

UNLESS OTHERWISE NOTED TO RETAIN.

32. ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PROJECT

SPECIFICATION. MECHANICAL JOINT RESTRAINT SHALL BE UNI-FLANGE 1300 (SERIES) OR

APPROVED EQUAL.

33. ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH THE

SPECIFICATIONS.

34. SINCE THIS CONSTRUCTION PROJECT WILL DISTURB LESS THAN ONE-ACRE, THE

CONTRACTOR WILL NOT NEED TO FILE AND SUBMIT A NOTICE OF INTENT (NOI) OR A STORM

WATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL PREPARE THE

UNDER-AN-ACRE POLLUTION PREVENTION PLAN MEETING THE REQUIREMENTS OF THE

NATIONAL PARK SERVICE FOR CONSTRUCTION ACTIVITIES.

35. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS.

EROSION & SEDIMENT CONTROL NOTES

1. ALL EQUIPMENT SHALL BE POWER WASHED BY THE CONTRACTOR AND INSPECTED BY A PARK

REPRESENTATIVE PRIOR TO THE EQUIPMENT ENTERING THE PARK TO ENSURE IT IS FREE OF

NON-NATIVE WEEDS AND/OR SEEDS AS WELL AS OIL LEAKS (CONTRACTOR IS RESPONSIBLE

FOR PREPARATION AND CLEANING OF ALL EQUIPMENT AND FOR COORDINATING THE

INSPECTION WITH THE NATIONAL PARK SERVICE AT LEAST 48 HOURS IN ADVANCE). IN

ADDITION, SOURCES OF IMPORTED ROCK, SAND, GRAVEL, AND SOIL SHALL BE INSPECTED BY

THE NATIONAL PARK SERVICE FOR INVASIVE NON-NATIVE PLANTS, WEEDS AND/OR SEEDS

(THE NATIONAL PARK SERVICE SHALL BE NOTIFIED 30 CALENDAR DAYS IN ADVANCE FOR ALL

IMPORT SOURCE INSPECTIONS.

2. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND

SEDIMENT CONTROL STRUCTURES AND PRACTICES IN ACCORDANCE WITH THE PARK'S BEST

MANAGEMENT PRACTICES AS WELL AS ANY LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR

WATER QUALITY AND EROSION AND SEDIMENT CONTROL. EXCELSIOR OR COIR FIBER

PRODUCTS SHALL BE USED IN EROSION CONTROL BLANKETS AND SEDIMENT LOGS. JUTE OR

COTTON SHALL BE USED FOR NETTING IN EROSION CONTROL BLANKETS. NO “CERTIFIED

WEED FREE” PRODUCTS ARE ALLOWED. NO PLASTIC NETTING PRODUCTS ARE ALLOWED.

3. CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED BY

CONSTRUCTION ACTIVITY.

4. CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CANALS, AND

SUB-SURFACE DRAINS IN THE PROJECT VICINITY.

5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

WORK RESTRICTIONS

1. WORK SHALL BE GENERALLY PERFORMED FROM 7:30 A.M. TO 4:00 P.M. MONDAY THROUGH

FRIDAY. TEN (10) HOUR WORK DAYS MAY BE ALLOWED WITH WRITTEN APPROVAL FROM THE

CONTRACTING OFFICER. WEEKEND AND HOLIDAY WORK SHALL BE AVOIDED AND WILL ONLY

BE ALLOWED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

2. SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS.

PROJECT STAGING AND COORDINATION

1. CONTRACTOR TO COORDINATE WITH COR FOR FINAL LOCATION OF LAY DOWN AND STAGING

YARD. PRIOR TO FENCING AREA OFF.

2. STAGING AREA SHALL BE FENCED AND SECURED AT ALL TIMES.

3. CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE YARD. TO ENSURE THE SAFETY OF

THE PUBLIC AND THE SECURITY OF THE SITE THE CONTRACTOR SHALL NOTIFY THE COR IF

ANY INCIDENTS OCCUR ON SITE. INCLUDING THEFT AND HEALTH SAFETY.

4. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH ALL TRADES TO PREVENT UNFORESEEN

CONFLICTS BEFORE THEY BECOME AN ISSUE.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A LAYDOWN YARD TO ALLOW STAGING

OF EQUIPMENT PRIOR TO DELIVERY TO SITE.

6. PARKING AT SITE IS LIMITED AND CONTRACTOR TO ACCOUNT FOR ALL OFF SITE PARKING FOR

ALL EMPLOYEES DURING CONSTRUCTION PERIOD.

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 42216

CHRISTIA N GELLERT

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TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

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LIC

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MIN.

PRE-MANUFACTURED INDUSTRIAL LOUVER 653 X PDC 6"

HURRICANE LOUVER 6063-T6 ALUMINUM EXTRUDED MIN

0.81" OR EQUAL. LOUVER SHALL BE 84" OVERALL

HEIGHT. CONNECT TO 4x4 POSTS PER

MANUFACTURER'S REQUIREMENTS.

ALUMINUM 4x4 POST W/9x9 BASE PLATE.

4'

TYP.

CHILLER

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REINFORCEMENT FOR SIZE

AND SPACING

6" OF 3/4" Ø GRAVEL

COMPACTED TO 95%

PROCTOR

FILL COMPACTED TO 95% PROCTOR

GEOTEXTILE FABRIC BETWEEN

FILL AND EXISTING SUBGRADE

PER PLAN

UNDISTURBED EARTH

FINISHED

GRADE

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04 4 8

1/4" = 1'-0"

SCALE OF INCHES

2 PIER WEST STRUCTURAL PLAN

S1.0 SCALE: 1/4" = 1'

SHEET NOTE:

1. IF EXPANSIVE OR INORGANIC MATERIALS ARE ENCOUNTERED DURING EXCAVATION, REPLACE WITH A MINIMUM OF 12 INCHES OF COMPACTIBLE SOIL BELOW FOOTING INSTEAD OF 6 INCHES AS SHOWN.

COMPACTIBLE SOIL WILL CONSIST OF 3/4 INCH GRAVEL COMPACTED TO 95%.

2. SEE S5.0 FOR SPECIFICATIONS ON CONCRETE, ALUMINUM, AND REINFORCEMENT.

KEY PLAN

WEST EAST

3'-0" ABOVE

FINISH GRADE

1 EQUIPMENT PAD X-SECTION

S1.0 SCALE: NTS

NOTE

REINFORCEMENT PLACED IN

MIDDLE OF TOP SLAB RUNNING

BOTH WAYS SHALL BE:

#4 @ 6" O.C. OR

#5 @ 9" O.C. OR

#6 @ 12" O.C.

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

JOSEPH EIXENBERGER

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 39592

2"

PRE-MANUFACTURED

HINGED PANEL SECTION

S5.0

6-14-2024

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ELEVATOR

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IT ROOM / GIFT SHOP STORAGE

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ELEVATOR

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IT ROOM / GIFT SHOP STORAGE

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STORAGE ROOM

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NEW DOUBLE DOOR DEMO EXISTING

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FIRST FLOOR EAST

STRUCTURAL PLANS1.1

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1/4" = 1'-0"

SCALE OF INCHES

1 FIRST FLOOR EAST STRUCTURAL PLAN (PIER EAST)

S1.1 SCALE: 1/4" = 1'

KEY PLAN

WEST EAST

KEYNOTES: #

1. INSTALL SOLID CORE WOOD DOOR MATCHING

EXISTING DOOR. DOOR TO BE PROVIDED

WITH DEAD BOLT LATCH ON ONE DOOR AND

KEYED OPERATOR MATCHING DOOR

HARDWARE IN PLACE ON EXISTING DOOR.

2. POSITION DOOR TO ALLOW CLEAR ACCESS

TO ENTIRE ELECTRICAL PANEL.

3. DEMO DOOR AND PORTION OF WALL

REQUIRED FOR REPLACEMENT OF NEW

DOUBLE DOOR.

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

JOSEPH EIXENBERGER

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 39592

6-14-2024

AutoCAD SHX Text

EXHIBIT HALL

AutoCAD SHX Text

GIFT SHOP

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WOMEN'S RESTROOM

AutoCAD SHX Text

MEN'S RESTROOM

AutoCAD SHX Text

CORRIDOR

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JANITOR

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ELECT CHASE

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PLUMBING CHASE

AutoCAD SHX Text

UPPER DECK

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text C

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ELEVATOR

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TICKET BOOTH

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EXHIBIT HALL

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STORAGE

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MAINTENANCE OFFICE

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EXHIBIT HALL

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GIFT SHOP

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WOMEN'S RESTROOM

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MEN'S RESTROOM

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CORRIDOR

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JANITOR

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ELECT CHASE

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PLUMBING CHASE

AutoCAD SHX Text

ENTRANCE

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ELEVATOR MACH RM

UPPER DECK

F

D

C

3 4 5 6 7 98 10 11 12

F

D

C

/05

/20 24 1

3:2 7 K

EV

IN

F

LO

RE

S G

:\C

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NT

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SECOND FLOOR

STRUCTURAL PLANS1.2

6 44

04 4 8

1/4" = 1'-0"

SCALE OF INCHES

2 SECOND FLOOR STRUCTURAL PLAN (PIER WEST)

S1.2 SCALE: 1/4" = 1'

DEMO EXISTING WALL

NEW WALL

DEMO EXISTING WALL

NEW WALL

KEY PLAN WEST

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

JOSEPH EIXENBERGER

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 39592

KEYNOTES: #

1. DEMO EXISTING PLENUM WALL AND ACCESS

DOOR.

2. INSTALL NEW SHEET METAL BLANK OFF

PANEL. PAINT OUTSIDE FLAT BLACK AND

INSTALL 2x6 METAL STUD WALL WITH R22

INSULATION PER DETAIL 1/S1.2.

1 WALL SECTION

S1.2 SCALE: NTS

(E)WALL (E)STEEL STRUCTURE

(E)GYP ROCK

COLD FORMED

STEEL TOP PLATE

1/2" TYP.

GYPSUM ROCK

COLD FORMED

(E)LOUVER

INSTALL WATER

BARRIER

6" STEEL STUD

@ 24' O.C.

INSTALL SHEET

METAL CAP PAINTED

FLAT BLACK. SEAL

WATER-TIGHT TO

LOUVER

INSULATE WALL

CAVITY W/R22

INSULATION

2S1.2

S1.2

COLD FORMED

STEEL BOTTOM

PLATE

6-14-2024

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

ELEVATOR LOBBY

AutoCAD SHX Text

UNISEX RESTROOM

AutoCAD SHX Text

CONFERENCE ROOM

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

ELEVATOR LOBBY

AutoCAD SHX Text

UNISEX RESTROOM

AutoCAD SHX Text

CONFERENCE ROOM

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text

OPEN TO BELOW

OPEN TO BELOW

9" 1"'1

9" 7"

4"x4"x1/2" ALUMINUM POST

EQUIPMENT FOUNDATION

6"'

NYLON SHOULDER WASHER

4" Ø HEADED HEX BOLT

1.

" 80 MIL EPDM SHEET

CENTERED ON

POST SIDE3 5/16

CENTERED ON

POST SIDE

35/16

CENTERED ON

POST SIDE 35/16

CENTERED ON

POST SIDE 5/16 3

1/4" ALUMINUM PLATE

/06

/20 24 0

6:2 0 K

EV

IN

F

LO

RE

S G

:\C

LIE

NT

S\

NP

S\

FO

SU

\LI

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RT

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IN

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RC

H\ S5

.0

DE

TA

ILS

.D W

G

DETAILSS5.0

7 44

1 DETAIL

S5.0 SCALE: NTS

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

JOSEPH EIXENBERGER

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 39592

2 DETAIL

S5.0 SCALE: NTS

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO THE STANDARDS

OF THE AMERIAN CONCRETE INSTITUTE, ACI 301

“SPECIFICATIONS FOR STRUCTURAL CONCRETE” AND ACI

318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE”, WITH MODIFICATIONS AS NOTED IN THE

CONTRACT DOCUMENTS.

2. CONCRETE SHALL ATTAIN THE FOLLWING MINIMUM

COMPRESSIVE STRENGTH AT 28-DAY (f'c) UNLESSS NOTED

OTHERWISE:

A. CHILLER PAD: 5000 PSI, NORMALWEIGHT.

3. UNLESS NOTED OTHERWISE HEREIN, CONCRETE IS

ASSIGNED TO EXPOSRE CLASSES F0, SO, PO, AND C2, AS

DEFINIED IN ACI 318.

4. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I

OR TYPE II.

5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL

CONFORM TO ASTM C33. NORMAL WEIGHT CONCRETE

SHALL HAVE A DRY UNIT WEIGHT OF 150 +/- PCF.

6. MAXIMUM AGGREGATE SIZE SHALL BE 3/4 INCHES, BUT NO

LARGER THAN (A) 1/5 THE NARROWEST DIMENSION

BETWEEN SIDES OF FORMS, (B) 1/3 THE DEPTH OF SLABS,

OR (C) ¾ THE MINIMUM CLEAR SPACING BETWEEN

INDIVIDUAL REINFORCING BARS OR WIRES, BUNDLES OF

BARS, INDIVIDUAL TENDONS, BUNDLED TENDONS, OR

DUCTS.

7. MAXIMUM SLUMP SHALL BE 4 INCHES TYPICALLY, UNLESS A

HIGH-RANGE WATER REDUCING ADMIXTURE

(SUPERPLASTICIZER) IS USED IN THE CONCRETE MIX

PROPORTIONS THEN SLUMP WILL BE LIMITED TO 6 INCHES.

8. WATER CEMENT RATIO SHALL NOT EXCEED 0.4.

9. CONCRETE MIX PROPORTIONING SHALL BE BASED ON FIELD

EXPERIENCE AND/OR TRIAL MIXTURES. SUBMIT CONCRETE

MIX PROPORTIONING DATA, INCLUDING HISTORICAL

STRENGTH RECORDS AND/OR RESULTS OF TRIAL MIXTURES,

FOR EACH TYPE AND COMPRESSIVE STRENGTH OF

CONCRETE. CONCRETE MIX PROPORTIONING SHALL BE

SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR

STRUCTURAL ENGINEER LICENSED IN THE STATE OF SOUTH

CAROLINA AND SHALL BE SUBMITTED TO CONTRACTING

OFFICER REPRESENTATIVE FOR REVIEW AND APPROVAL.

10. CONCRETE MIXING SHALL CONFORM TO ASTM C94.

11. PRIOR TO PLACING CONCRETE, REINFORCING BARS,

EMBEDDED PLATES, ANCHOR BOLTS, AND OTHER

CONCRETE EMBEDMENTS SHALL BE WELL SECURED IN

POSITION.

12. CONCRETE PLACEMENT SHALL CONFORM TO ACI 304 AND

CONTRACT DOCUMENTS. INTENTIONALLY ROUGHEN ALL

PREVIOUSLY HARDENED CONCRETE SURFACES TO A FULL

AMPLITUDED OF 1/4 -INCH AGAINST WHICH FRESH

CONCRETE IS PLACED.

13. FORM EXPOSED CORNER OF COLUMNS, BEAMS AND WALLS

WITH ¾ INCH CHAMFER, UNLESS NOTED OTHERWISE.

14. CONCRETE SHALL BE MAINTAINED ABOVE 50 FAHRENHEIT

AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS

AFTER PLACEMENET.

15. GROUT SHALL BE NON-SHRINK, NON-METALLIC, SHALL NOT

CONTAIN CHLORIDES, AND SHALL ATTAIN A 28-DAY

COMPRESSIVE STRENTH OF 6,000 PSI.

16. HOT WEATHER PLACEMENT SHALL BE IN ACCORDANCE WITH

ACI 305R.

17. COLD WEATHER PLACEMENT SHALL BE INACCORDANCE

WITH ACI 306R.

18. AT LOCATIONS WHERE BASEPLATES ARE TO BE PLACED THE

CONCRETE WILL TROWEL FINISHED.

19. AN 80 MIL EPDM SHEET SHALL BE PLACED BETWEEN THE

ALUMINUM BASEPLATE AND THE CONCRETE.

REINFORCING STELL

1. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE

TO AMERICAN CONCRETE INSTITUTE ACI 318 “BUILDING

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” AND

CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

“MANUAL OF STANDARD PRACTICE”.

2. REINFORCING STEEL SHALL CONFORM TO ASTM A615,

GRADE 60, UNLESS NOTED OTHERWISE. BARS TO BE

WELDED SHALL CONFORM TO LOW ALLOY ASTM A706.

3. BASEPLATE ANCHORS SHALL CONFORM TO ASTM F1554

GRADE 55. ANCHORS SHALL BE HOT DIPPED GALVANIZED.

A NYLON SHOULDER WASHER SHALL BE PLACED BETWEEN

THE STEEL WASHER FOR THE ANCHOR BOLT AND THE

ALUMINUM BASEPLATE INSERTED INTO THE BASEPLATE

ANCHOR HOLE. THE NYLON WASHER WILL HAVE A MINIMUM

WASHER THICKNESS OF ¼ INCH AND A BUSH LENGTH

EQUAL TO THE BASEPLATE THICKNESS.

4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN ON

THE DRAWINGS. IF NOT SHOWN, LOCATE SPLICES IN AREAS

OF MINIMUM STRESS. LAP (SPLICE LENGTHS ARE AS

INDICATED ON THE DRAWINGS.

5. PROVIDE THE FOLLOWING CONRETE COVERAGE FOR

REINFORCING STEEL PLACED IN CAST IN-PLACE

CONCRETE:

A. CONCRETE CAST AGAINST AND PERMANETLY EXPOSED

TO EARTH: 3 INCHES

B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6-NO.

18: 2 INCHES. NO. 5 BARS, W31 OR D31 WIRE, AND

SMALLER 1.5 INCHES.

C. CONCRETE NOT EXPOSED TO WEATHR OR IN CONTACT

WITH GROUND: NO. 14 AND NO 18 BARS: 1.5 INCHES. NO.

11 BARS AND SMALLER: 1 INCH.

D. SLAB ON GRADE: MID-HEIGHT OF SLABS.

6. USE PLASTIC OR PLASTIC COATED SPACERS AND CHAIRS IF

RESTING ON EXPOSED CONCRETE SURFACES.

7. REINFORCING STEEL BENDS SHALL BE MADE COLD.

RE-BENDING OF PREVIUOLSY BENT REINFORCING IS NOT

PERMITTED.

8. ALL REINFORCING STEEL SHALL BE SECURELY HELD IN

PLACE WHILE PLACING CONCRETE. IF REQUIRED,

ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY

THE CONTRACTOR TO FURNISH SUPPORT FOR ALL

REINFORCING.

9. ALL REINFORCING STEEL SHALL BE MARKED SO THEIR

IDENTIFICAITON CAN BE MADE WHEN FINAL INSPECTION IS

CONDUCTED.

10. NUTS SHALL CONFORM TO ASTM A 563 GRADE A. WASHERS

SHALL CONFORM TO ASTM 436. BOLT HOLE DIAMETER

SHALL CONFORM TO AISC TABLE 14-2. BOLTS WILL BE

SNUG TIGHTENED.

ALUMINUM

1. ALUMINUM TUBING AND PLATES SHALL CONFORM TO 5083

O ALLOY.

2. Aluminum tubing and plates shall conform to 5083 O Alloy.

3. WELDING SHALL CONFORM TO LATEST EDITION OF

ANSI/AWS D1.1

A. WELDING PROCESS SHALL BE ARC WELDING USING

5356 FILLER.

B. WELDERS SHALL BE CERTIFIED TO CONFORM WITH

AWS STANDARDS AND APPROVED BY THE GOVERNING

CODE AUTHORITY.

C. SHOP WELDING SHALL BE PERFORMED ON THE

PREMISES OF AN APPROVED FABRICATOR.

D. FIELD WELD SYMBOLS NOTED ON THE DRAWINGS

SHOW ENGINEERING INTENT, BUT NO ATTEMPT HAS BEEN

MADE TO CLASSIFY ALL WELDS. AT FABRICATOR’S OPTION,

ANY WELD INDICATED AS A FIELD WELD MAY BE SHOP

WELDED AND ANY WELD INDICATES AS SHOP WELD MAY BE

FIELD WELDED.

4. WELDS SHALL BE PREQUALIFIED PER AWS D1.1.

NON-PREQUALIFIED WELDED JOINTS SHALL BE QUALIFIED

BY TEST PER AWS D1.1.

NOTE:

1. CONTRACTOR TO DRILL 14 Ø HOLE AT EACH CORNER OF THE

ALUMINUM POST AT THE BASE

2. TOP OF POST WILL BE CAPPED WITH 14" ALUMINUM PLATE WELDED

TO THE TOP OF POST WITH 316" FILLED WELD ALL AROUND.

6-14-2024

INTERNALLY LINED DUCT -

SEE NOTES OR

SPECIFICATION FOR TYPE

OF LINING TO BE

USED. DIMENSIONS

DENOTE INTERNAL FREE

AREA.

FOB

(DOUBLE LINE) RISE OR DROP ARROW

IN THE DIRECTION OF

AIRFLOW(SINGLE LINE)

FLEX DUCT

CONCENTRIC

TRANSITION

ECCENTRIC

TRANSITION -

(FOT = FLAT ON TOP,

FOB = FLAT ON

BOTTOM)

DUCTWORK OR

EQUIPMENT TO

BE DEMOLISHED(SINGLE LINE)

(SINGLE LINE)

(DOUBLE LINE)

(DOUBLE LINE)

(SINGLE LINE)

(DOUBLE LINE)

(SINGLE LINE)

(DOUBLE LINE)

(DOUBLE LINE)

(SINGLE LINE)

SYMBOL

24"x16" DUCT SIZES - FIRST

DIMENSION LISTED IS

VIEW DIMENSION(SINGLE LINE)

(DOUBLE LINE)

DESCRIPTION SYMBOL

HUMIDISTAT,

THERMOSTAT - CALLOUT

REFERENCES DEVICE,

SEE SCHEDULES. MOUNT

ALL DEVICES PER

ARCHITECTURAL

GUIDELINES.

TURN DOWN/UP FOR

VARIOUS STYLES OF

DUCTWORK

4-WAY 3-WAY

DH-01

EQUIPMENT TAG NAME

AHU-01

LINEAR SUPPLY / RETURN

POWER OR GRAVITY

ROOF INTAKE/EXHAUST

EQUIPMENT TAG

SYMBOL; SEE EQUIPMENT

SCHEDULES FOR THE

CAPACITY, TYPE, AND

QUANTITY.

CEILING SUPPLY

DIFFUSERS, SOLID

FILL REPRESENTS

BLANKED OFF AREAS.

SIDEWALL

SUPPLY/RETURN

REGISTER, DIFFUSER,

GRILLE.

CEILING RETURN GRILLE

NECK/THROAT SIZE

CFM TO BALANCE TO

NUMBER OF DIFFUSERS

DESCRIPTION

TAG NUMBER

GRILLES, REGISTERS,

DIFFUSERS - CALLOUT

CEILING EXHAUST GRILLE

FOT

SPIN-IN FITTING

RETURN

SPIN-IN FITTING

SUPPLY

8"Ø

L24"x16"

L8"Ø

8"Ø

24"x16"

8"Ø

24"x16"

DROP

RISE

24"x16"

(SINGLE LINE)

(DOUBLE LINE)

(SINGLE LINE)

(DOUBLE LINE)24"x16"

SD-1 12"Ø

500 CFM (4 TYP)

TH

DUCT MOUNTED

SMOKE DETECTOR

CONTROL AIR OR

ZONE DAMPER

BACKDRAFT DAMPER

AUTOMATIC MOTOR

OPERATED DAMPER

PARALLEL AND

OPPOSED BLADE

VOLUME DAMPER

MM

SD

(DOUBLE LINE)

(SINGLE LINE)

BDD

(DOUBLE LINE)

(SINGLE LINE)

(DOUBLE LINE)

(SINGLE LINE)

(DOUBLE LINE)

(SINGLE LINE)

(SINGLE LINE)

(DOUBLE LINE)

SEQUENTIAL EQUIPMENT

NUMBER

(SINGLE LINE)

(DOUBLE LINE)

CAP (DOUBLE LINE)

CAP (SINGLE LINE)

DUCT CAP

(SINGLE

LINE)ROUND

8"TURNUP TURN

DOWN

RECTANGLE10"x6"

TURNUP TURN

DOWN

FLAT OVAL

24"x12"

(DOUBLE

LINE)ROUND

24"Ø

RECTANGLE24"x12"

MM

BDD

SD

AHU

2-WAY

(CORNER)

2-WAY

(OPPOSED

THROW)

ACCESS DOOR (AD)

ACCESS PANEL (AP)(SINGLE LINE)

(DOUBLE LINE)

HVAC LEGEND

DIRECTION OF

AIRFLOW

SUPPLY DUCT (RISE)

RETURN DUCT (RISE)

EXHAUST DUCT (RISE)

POINT OF CONNECTION

(DOUBLE LINE)(SINGLE LINE)

FIRE DETECTOR

TURNING VANES IN

DUCTWORK

45° ENTRY TRANSITION

S

NITROUS OXIDE

MEDICAL VACUUM

MEDIUM PRESSURE CONDENSATE

MEDIUM PRESSURE STEAM

LOW PRESSURE CONDENSATE

LOW PRESSURE STEAM

HIGH PRESSURE CONDENSATE

HIGH PRESSURE STEAM

LIQUEFIED PETROLEUM GAS

ROOF DRAIN LEADER

POTABLE WATER

POTABLE HOT WATER SUPPLY

POTABLE HOT WATER RETURN

OVERFLOW DRAIN LEADER

NON POTABLE WATER

HEATING WATER SUPPLY

HEATING WATER RETURN

DOMESTIC HOT WATER

RDL

PHWS

PW

PHWR

ODL

NG

NPW

NATURAL GAS

N2

N20

MPS

MV

MPC

MA

LPS

LPC

NITROGEN

MEDICAL AIR

LPG

HWS

HWR

HW

HPS

HPC

PRESSURE REDUCING VALVE

BALL VALVE (NORMALLY OPEN)

BALL VALVE (NORMALLY CLOSED)

THREE WAY CONTROL VALVE

FLEXIBLE PUMP CONNECTOR

N.C.

STRAINER

SOLENOID VALVE

UNION

PRESSURE RELIEF VALVE

WATER HAMMER ARRESTOR

PRESSURE REGULATOR

AGA RATED GAS VALVE

GATE VALVE

CONTROL VALVE

THERMO WELL

RP

REDUCED PRESSURE

BACK FLOW ASSY.

CHECK VALVE

PIPE CAP

WALL CLEAN-OUT

FLOOR CLEAN-OUT

GRADE CLEAN-OUT

DOUBLE CHECK ASSEMBLY

DIRECTION OF FLOW

PIPE DROP

PIPE RISE

PIPE RISE

VENT THRU ROOF

REDUCER

PIPE DROP

OUTSIDE STEM AND YOKE

PLUG VALVE

RECIRC PUMP

CARBON DIOXIDE

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

CLEAN DRY AIR

CONDENSATE DRAIN

GREASE WASTE

DOMESTIC COLD WATER

CHILLED WATER SUPPLY

CHILLED WATER RETURN

COMPRESSED AIR

GW

CHWS

CW

DEMO ITEMS

CHWR

CWS

CWR

CO2

COND

CDA

CA

DOMESTIC HOT WATER RECIRC.HWC

INSTRUMENT AIR

INDIRECT WASTEIDW

IA

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

INLINE TEMPERATURE GAUGE

PLUMBING/PIPE LEGEND

M

FS

FLOW VALVE

GAS METER

GLOBE VALVE

FLOW SWITCH

FLOOR SINK

BALANCE VALVE

FM FLOW METER

DIAPHRAGM VALVE

DOWNSPOUT NOZZLE

FLOOR DRAIN ROUND OR

SQUARE

TEMPERATURE CONTROL

VALVE

AUTOMATIC AIR VENT

VACUUM RELIEF VALVE

MANUAL AIR VENT

VERTICAL VALVE

ROOF DRAIN

OVERFLOW DRAIN

EXPANSION TANK

POINT OF CONNECTION

TO EXISTING

HOT GLYCOL RETURN

HOT GLYCOL SUPPLYHGS

HGR

HE HELIUM

BREAK LINE

QUICK DISCONNECT

IN-LINE PUMP

STEAM VALVE

BUTTERFLY VALVE

IN-LINE PUMP

TEMPERED WATER SUPPLY

TEMPERED WATER RETURN

TEMPERED POTABLE WATER

SANITARY SEWER

V

TWR

TWS

SS

TPW

VENT

HOSE BIB

CIRCUIT SETTER

THERMOMETER

PRESSURE GAUGE

SD STORM DRAIN

(SINGLE LINE)

SFF S (DOUBLE LINE)

F = FIRE DAMPER

S = SMOKE DAMPER

F & S = FIRE AND SMOKE

DAMPER

SEE NOTES AND/OR

SPECIFICATION FOR

EXACT RATING AND

MODEL NUMBERS

@ AT

Ø DIAMETER/PHASE

</L ANGLE

# NUMBER/POUND

° DEGREE

(D) DEPTH

(E) EXISTING

(F) FUTURE

(L) LENGTH

(N) NEW

(W) WIDTH

ABS ACRYLONITRILE BUTADIENE

STYRENE

ABV ABOVE

ACCU AIR COOLED CONDENSING

UNIT

ACOUST ACOUSTICAL

ACP ACOUSTICAL PANEL

ACT ACOUSTICAL TILE

AD AIR DROP

ADA AMERICAN DISABILITIES ACT

ADJ ADJUSTABLE

AF AIR FOIL

AFC BOVE FINISHED CEILING

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AFS ABOVE FINISH SLAB

AFUE AMERICAN FUEL

UTILIZATION EFFICIENCY

AHU AIR HANDLING UNIT

ALT ALTERNATE

AL ALUMINUM

AMB AMBIENT

AMP AMPERES

ANOD ANODIZED

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP AIR PRESSURE

APD AIR PRESSURE DROP

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASHRAE AMERICAN SOCIETY OF

HEATING REFRIGERATION, AND AIR

CONDITIONING ENGINEERS

ASTM AMERICAN SOCIETY OF

TESTING MATERIALS

AUTO AUTOMATIC

AUX AUXILIARY

ASTM AMERICAN SOCIETY OF

TESTING MATERIALS

AUTO AUTOMATIC

AUX AUXILIARY

BDD BACK DRAFT DAMPER

BFF BELOW FINISH FLOOR

BFS BELOW FINISH SLAB

BG BELOW GRADE

BHP BRAKE HORSEPOWER

BI BACKWARD INCLINED

BLDG BUILDING

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRD BOARD

BRG BEARING

BTU BRITISH THERMAL UNIT

CA COMBUSTION AIR

CB CATCH BASIN

CAP CAPACITY

CD CONDENSATE DRAIN

CDA CLEAN DRY AIR

CF CUBIC FEET

CFF CAP FOR FUTURE

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFF CAP FOR FUTURE

CFM CUBIC FEET PER MINUTE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CI CAST IRON

CL CENTER LINE

CLG CEILING

CLK CAULK(ING)

CLR CLEAR

CNT CENTER

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS/CONTINUATION

CONTR CONTRACTOR

COTG CLEANOUT TO GRADE

CTC CENTER TO CENTER

CFF CAP FOR FUTURE

CLK CAULK(ING)

CLR CLEAR

CV VALVE COEFFICIENT

CW DOMESTIC COLD WATER

CWFR CHEMICAL WATER FEED RETURN

CWFS CHEMICAL WATER FEED SUPPLY

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

CW/ COORDINATE WITH

CX CONNECT TO EXISTING

DB DECIBEL

DBL DOUBLE

DB DRY BULB TEMPERATURE

DEPT DEPARTMENT

DET DETAIL

DIM DIMENSION

DISCH DISCHARGE

DN DOWN

DS DOWNSPOUT

DSN DOWNSPOUT NOZZLE

DSP DRY STANDPIPE

DWG DRAWING

DEG DEGREE

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

EFF EFFICIENCY

EG EXHAUST GRILLE

ELECT ELECTRICAL

ELEV ELEVATION

EMERG EMERGENCY

ENCL ENCLOSED/ENCLOSURE

ENT ENTERING

EQ EQUAL

EQUIP EQUIPMENT

ESP EXTERNAL STATIC PRESSURE

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR

EXIST EXISTING

F FIRE SERVICE

FA FIRE ALARM

FAU FURNACE AIR UNIT

FC FORWARD CURVED

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FH FIRE HYDRANT

FIN FINISH

FINS/IN FINS PER INCH

FLA FULL LOAD AMPS

FLASH FLASHING

FLR FLOOR(ING)

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

FPM FEET PER MINUTE

FRPF FIREPROOF

FS FLOOR SINK

FT FEET/FOOT

FURR FURRING

F FIRE SERVICE

FDC FIRE DEPARTMENT CONNECTION

FS FLOOR SINK

FUT FUTURE

GA GAUGE OR GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GE GENERAL EXHAUST

GND GROUND

GPM GALLONS PER MINUTE

GSM GALVANIZED SHEET METAL

GW GREASE WASTE

H HUMIDIFIER

H20 WATER

HB HOSE BIB

HCP HANDICAP

HD HEAD

HDWR HARDWARE

HGR HOT GLYCOL RETURN

HGS HOT GLYCOL SUPPLY

HORIZ HORIZONTAL

HP HORSEPOWER

HPC HIGH PRESSURE CONDENSATE

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

HW POTABLE HOT WATER SUPPLY

HWC DOMESTIC HOT WATER RECIRC.

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

IA INSTRUMENT AIR

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IDW INDIRECT WASTE

IE INVERT ELEVATION

IGV INLET GUIDE VANE(S)

IMC INTERNATIONAL MECHANICAL CODE

IN INCH

IND INDIRECT

INSUL INSULATION

INT INTERIOR

IPC INTERNATIONAL PLUMBING CODE

J-BOX JUNCTION BOX

JST JOIST

KW KILOWATT

KWH KILOWATT HOUR

L/S LITERS PER SECOND

L LINED

LA LAVATORY

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LF LINEAL FEET/FOOT

LPC LOW PRESSURE CONDENSATE

LPG LIQUEFIED PETROLEUM GAS

LRA LOCKED ROTOR AMP

LWT LEAVING WATER TEMPERATURE

M METER

MAT MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFG MANUFACTURER

MHT MALE HOSE THREAD

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

MO MOTOR OPERATED

MOCP MAX OVERLOAD CURRENT

PROTECTION

MPC MEDIUM PRESSURE CONDENSATE

MPS MEDIUM PRESSURE STEAM

MTD MOUNTED

MTG MOUNTING

MTL METAL

MUA MAKE-UP AIR/ MAKE-UP AIR UNIT

MC MECHANICAL CONTRACTOR

MSG MANUFACTURED STANDARD GAUGE

N NORTH

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPW NON-POTABLE WATER

NTS NOT TO SCALE

NUM NUMBER

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED, OWNER

INSTALLED

OH OVERHEAD

OSA OUTSIDE AIR

OS&Y OUTSIDE STEM & YOKE

OZ OUNCE

ODL OVERFLOW DRAIN LEADER

P PRESSURE

PD PRESSURE DROP OR DIFFERENCE

PH PHASE(S)

PHWR POTABLE HOT WATER RETURN

PHWS POTABLE HOT WATER SUPPLY

PIV POST INDICATOR VALVE

PLBG PLUMBING

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PW POTABLE WATER

P/T PRESSURE/TEMPERATURE

R RISER

RA RETURN AIR

RAD RADIUS

RBI RE-HEAT BOX

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RE: REFERENCE

REFL REFLECTED

REL RELOCATE

REM REMOVE

REINF REINFORCE

RET RETURN

RF RECIRCULATION FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RO REVERSE OSMOSIS

RPBP REDUCED PRESSURE BACKFLOW

PREVENTER

RPM REVOLUTIONS PER MINUTE

RTU ROOFTOP UNIT

REFG REFRIGERATION/REFRIGERANT

REQD REQUIRED

RFLD REFLECTED

RIO ROUGH IN ONLY

RPM REVOLUTIONS PER MINUTE

S SOUTH

SA SUPPLY AIR

SCHED SCHEDULE

SD SUPPLY DIFFUSER

SECT SECTION

SEER SEASONAL ENGINEERING

EFFICIENCY RATING

SEN SENSIBLE

SER SERIES

SF SQUARE FOOT

SH SENSIBLE HEAT

SIM SIMILAR

SL SUPPLY LOUVER

SMACNA SHEET METAL AND

AIR CONDITIONING

CONTRACTORS

NATIONAL ASSOCIATION

SOV SHUT OFF VALVE

SP STATIC PRESSURE

SPEC SPECIFICATION

SQ SQUARE

SS SANITARY SEWER

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUP SUPPLY

SUSP SUSPENDED

SYS SYSTEM

SHT SHEET

TA TRANSFER AIR

TD TEMPERATURE DIFFERENCE

TEMP TEMPERATURE/TEMPERED/

TEMPORARY

TOD TOP OF DUCT

TOS TOP OF STEEL

TPW TEMPERED POTABLE WATER

TSP TOTAL STATIC PRESSURE

T-STAT TEMPERATURE STAT

TV TURNING VANE(S)

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

U URINAL

UBC UNIFORM BUILDING CODE

UFC UNIFORM FIRE CODE

UG UNDERGROUND

UL UNDERWRITERS LABORATORY

UMC UNIFORM MECHANICAL CODE

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPC UNIFORM PLUMBING CODE

V VOLT

VA VALVE

VAC VACUUM

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VENT VENTILATION

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

VRV VACUUM RELIEF VALVE

VTR VENT THROUGH ROOF

VVT VARIABLE VOLUME TERMINAL

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

WB WET BULB TEMPERATURE

WC WATER CLOSET

WCO WALL CLEANOUT

WH WATER HEATER

WP WATERPROOF

WT WEIGHT

ZD ZONE DAMPER

ABBREVIATIONS

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

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DPR

OFESSIONALENGINEERNo. 42216

CHRIST IA N GELLERT

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MECHANICAL LEGEND &

ABBREVIATIONSM0.0

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TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 42216

CHRIST IA N GELLERT

/05

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PIER WEST HVAC DEMO

PLANM1.0

9 44

1 PIER WEST HVAC DEMO PLAN

M1.0 SCALE: 1/4" = 1'

KEYNOTES: #

1. DEMO MINI SPLIT CONDENSING UNIT

MOUNTED HIGH ON WALL (LEAVE BRACKETS

AND SUPPORTING HARDWARE FOR

REMOUNTING).

2. DEMO MINI SPLIT WALL CASSETTE (LEAVE

BRACKET AND NON PROPRIETARY

MOUNTING HARDWARE IN PLACE).

04 4 8

1/4" = 1'-0"

SCALE OF FEET

KEY PLAN

WEST EAST

6-4-2024

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ELEVATOR

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IT ROOM / GIFT SHOP STORAGE

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AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text C

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ELEVATOR

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IT ROOM / GIFT SHOP STORAGE

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STORAGE ROOM

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CONCESSIONAIRE STORAGE

DEMOLISH

DEHUMIDIFIER

DEMOLISH

EXHAUST FAN

W

ES

T

EA

ST

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 42216

CHRIST IA N GELLERT

/05

/20 24 1

2:4 9 K

EV

IN

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PIER EAST HVAC DEMO

PLANM1.1

10 44

1 PIER EAST HVAC DEMO PLAN

M1.1 SCALE: 1/4" = 1'

KEYNOTES:

1. DEMOLISH EXHAUST FAN AND MAINTAIN

MOUNTING HARDWARE IN PLACE.

2. DEMOLISH DEHUMIDIFICATION UNIT AND

MAINTAIN MOUNTING HARDWARE IN PLACE.

04 4 8

1/4" = 1'-0"

SCALE OF FEET

KEY PLAN

WEST EAST

6-4-2024

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STORAGE ROOM

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CONCESSIONAIRE STORAGE

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STORAGE ROOM

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AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

IT ROOM / GIFT SHOP STORAGE

AutoCAD SHX Text

STORAGE ROOM

AutoCAD SHX Text

CONCESSIONAIRE STORAGE

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

LIC

EN

SE

DPROFESSIONALENGINEERNo. 42216

CHRISTIA N GELLERT

/06

/20 24 0

6:2 0 K

EV

IN

F

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FIRST FLOOR WEST HVAC

DEMO PLANM1.2

11 44

1 1ST FLOOR WEST HVAC DEMO PLAN

M1.2 SCALE: 1/4" = 1'

KEYNOTES: #

1. DEMOLISH FAN COIL UNIT INCLUDING ALL

DUCTWORK, GRILLES, AND REGISTERS.

RETAIN ALL MOUNTING HANGERS, POINTS

AND COMPONENTS REQUIRED FOR THE

REPLACEMENT OF DUCTWORK.

2. RETAIN AND PROTECT RETURN DUCT IN

PLACE. CLEAN ALL DUCTWORK GRILLES AND

REGISTERS.

3. RETAIN AND PROTECT SUPPLY DUCTWORK

IN PLACE. CLEAN ALL DUCT GRILLES AND

REGISTERS. CONTRACTOR TO EVALUATE

EXISTING DUCTWORK TO REMAIN FOR RUST

OR DAMAGE, AND NOTIFY COR IF THE

DUCTWORK SHOWS ANY DAMAGE. COR TO

DETERMINE IF DAMAGED DUCTWORK IS TO

BE REMOVED.

4. DEMOLISH THIS SECTION OF DUCT AND CAP

TAKE-OFF ACTIVE DUCT. PROVIDE 18 GAUGE

SHEET METAL CAP, FASTENED TO EXISTING

DUCT AND REPAIR INSULATION TO SEAL

UNPROTECTED DUCT.

5. REMOVE THERMOSTAT AND PREPARE FOR

NEW THERMOSTAT MATCHING NEW CONTROL

SYSTEM.

04 4 8

1/4" = 1'-0"

SCALE OF FEET

KEY PLAN

WEST EAST

4 4

UP TO FLOOR ABOVE 2

6-4-2024

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

TICKET BOOTH

AutoCAD SHX Text

EXHIBIT HALL

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

MAINTENANCE OFFICE

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

ELEVATOR MACH RM

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text

WEST EAST

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AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text C

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ELEVATOR

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TICKET BOOTH

AutoCAD SHX Text

EXHIBIT HALL

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

MAINTENANCE OFFICE

AutoCAD SHX Text

EXHIBIT HALL

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GIFT SHOP

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WOMEN'S RESTROOM

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MEN'S RESTROOM

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CORRIDOR

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JANITOR

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ELECT CHASE

AutoCAD SHX Text

PLUMBING CHASE

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

ELEVATOR MACH RM

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 42216

CHRIST IA N GELLERT

/05

/20 24 1

2:4 9 K

EV

IN

F

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FIRST FLOOR WEST PIPING

DEMO PLANM1.3

12 44

1 1ST FLOOR WEST PIPING DEMO PLAN

M1.3 SCALE: 1/4" = 1'

KEYNOTES: #

1. DEMOLISH EXISTING PIPING HANGERS AND

MOUNTING POINTS FOR PIPING SERVING ALL

FAN COILS IN THIS FLOOR.

2. DEMOLISH ANY ABANDONED PIPING FROM

PREVIOUS PROJECTS. CONTRACTOR TO

VERIFY THAT PIPING AND EQUIPMENT IS NO

LONGER IN USE PRIOR TO DEMOLITION.

UP TO FLOOR ABOVE

04 4 8

1/4" = 1'-0"

SCALE OF FEET

KEY PLAN

WEST EAST

6-4-2024

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

TICKET BOOTH

AutoCAD SHX Text

EXHIBIT HALL

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STORAGE

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MAINTENANCE OFFICE

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ENTRANCE

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ELEVATOR MACH RM

AutoCAD SHX Text T

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AHU-1

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WEST EAST

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AutoCAD SHX Text D

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ELEVATOR

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TICKET BOOTH

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EXHIBIT HALL

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STORAGE

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MAINTENANCE OFFICE

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EXHIBIT HALL

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GIFT SHOP

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WOMEN'S RESTROOM

AutoCAD SHX Text

MEN'S RESTROOM

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text

ELECT CHASE

AutoCAD SHX Text

PLUMBING CHASE

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

ELEVATOR MACH RM

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 42216

CHRIST IA N GELLERT

/06

/20 24 0

6:2 2 K

EV

IN

F

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FIRST FLOOR EAST HVAC

DEMO PLANM1.4

13 44

M2.0

1 1ST FLOOR EAST HVAC DEMO PLAN

M1.4 SCALE: 1/4" = 1'

KEYNOTES: #

1. DEMOLISH DEHUMIDIFICATION UNIT

INCLUDING ALL DUCTWORK, RETAINING ALL

MOUNTING POINTS AND HANGER SYSTEMS

REQUIRED FOR THE NEW WORK.

2. DEMOLISH FAN COIL, DUCTWORK AND

ASSOCIATED COMPONENTS, RETAINING ALL

MOUNTING COMPONENTS REQUIRED FOR

THE NEW WORK.

3. RETAIN AND PROTECT TRANSFER DUCT

SYSTEM IN PLACE.

4. CLEAN AND PROTECT DUCT GRILLES AND

REGISTERS ASSOCIATED WITH THIS

DUCTWORK AS SHOWN.

5. RETAIN OSA DUCT IN PLACE.

6. RETAIN AND PROTECT EXHAUST DUCT

SYSTEM IN PLACE

7. RETAIN AND PROTECT LOUVER IN PLACE

04 4 8

1/4" = 1'-0"

SCALE OF FEET

KEY PLAN

WEST EAST

8. DEMOLISH EXHAUST FAN. PREPARE FOR

REPLACEMENT OF NEW FAN.

9. REMOVE THERMOSTAT AND PREPARE FOR

NEW THERMOSTAT MATCHING NEW CONTROL

SYSTEM.

KEYNOTES (CONTINUED):

4 4

2 2

6-4-2024

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EXHIBIT HALL

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GIFT SHOP

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WOMEN'S RESTROOM

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MEN'S RESTROOM

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CORRIDOR

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JANITOR

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ELECT CHASE

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PLUMBING CHASE

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UPPER DECK

AutoCAD SHX Text T

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DN

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DN

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DN

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AC-3

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AutoCAD SHX Text D

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ELEVATOR

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TICKET BOOTH

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STORAGE

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MAINTENANCE OFFICE

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EXHIBIT HALL

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GIFT SHOP

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WOMEN'S RESTROOM

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MEN'S RESTROOM

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CORRIDOR

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JANITOR

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ELECT CHASE

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PLUMBING CHASE

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ENTRANCE

AutoCAD SHX Text

ELEVATOR MACH RM

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 42216

CHRIST IA N GELLERT

/05

/20 24 1

2:4 8 K

EV

IN

F

LO

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FIRST FLOOR EAST PIPING

DEMO PLANM1.5

14 44

M2.0

1 1ST FLOOR EAST PIPING DEMO PLAN

M1.5 SCALE: 1/4" = 1'

KEYNOTES: #

1. DEMOLISH HEATING & CHILLED WATERLINES

AS SHOWN FROM THIS POINT TO UNIT.

RETAIN MOUNTING AND SUPPORT SYSTEMS

IN PLACE FOR REPLACEMENT SYSTEM.

04 4 8

1/4" = 1'-0"

SCALE OF FEET

KEY PLAN

WEST EAST

6-4-2024

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EXHIBIT HALL

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UPPER DECK

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STORAGE

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ENTRANCE

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TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

REPLACE HVAC SYSTEMS AT

LIBERTY SQUARE VISITOR EDUCATION CENTER

FORT SUMTER AND FORT MOULTRIE NATIONAL HISTORICAL PARK

I. BROWN

M. NGUY

B. BROOKE

6/2024

192499

316098B

SO

UTH CAROLINA

LIC

EN

SE

DPR

OFESSIONALENGINEERNo. 42216

CHRIST IA N GELLERT

/06

/20 24 0

6:2 6 K

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IN

F

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\LI

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.6

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PL

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SECOND FLOOR HVAC

DEMO PLANM1.6

15 44

M2.1

M2.2

1 2ND FLOOR HVAC DEMO PLAN

M1.6 SCALE: 1/4" = 1'

KEYNOTES: #

1. DEMOLISH ENERGY RECOVERY DEHUMIDIFIER SYSTEM INCLUDING ALL

DUCTWORK SUPPORTING POINTS AND HARDWARE.

2. DEMOLISH OSA SYSTEM INCLUDING EQUIPMENT AND DUCTWORK

LEAVING MOUNTING HARDWARE, MOUNTING POINTS, AND LOUVER FOR

NEW INSTALLATION..

3. RETAIN AND PROTECT LOUVER. DEMO ALL CONNECTED DUCTWORK.

4. RETAIN EXISTING DUCTWORK FROM THIS…