Attachment_2_-_Drawings_FRSP_Geothermal_HVAC.pdf
PDF 9 MB Posted
- Attached to
- SAF FRSP GEOTHERMAL HVAC SJDS
- Solicitation number
- 140P4226R0023
About this file
This is a Draft Construction Documents package for a Geothermal HVAC System at Jackson Shrine Death Site in Fredericksburg & Spotsylvania National Military Park, Virginia. The project involves installing a water source heat pump (WSHP) system with ground heat exchanger loops to provide heating and cooling for the historic building.
The scope of work includes demolition of existing mechanical systems, installation of three 400-foot deep boreholes with 1.25-inch HDPE piping U-bends spaced 20 feet apart for a total of 1,200 feet of bore, condensing water pumps and piping, air handling with supply and return ductwork, a ground heat pump unit (WSHP-1 rated 39.6 MBH cooling/52.9 MBH heating), electric unit heater (1.5 kW), and associated controls. The geothermal system utilizes 15% propylene glycol antifreeze with a 15 GPM total fluid flow rate. Construction documents include site plans, utility layouts, trenching details, mechanical floor plans with ductwork routing, piping schematics, electrical power and control plans, equipment schedules, and geothermal well field details. Key mechanical equipment includes condensing water pumps (P-1, P-2 using Grundfos Magna 3), a Trane water source heat pump (GEVK060A), air separator, expansion tank, and glycol feeder. All work must comply with IGSHPA standards for ground loop installation, and the contractor must maintain current IGSHPA/NATE certifications. The project coordinates between mechanical and geothermal contractors, with the drilling contractor responsible for maintaining borehole spacing within ±1 foot of specifications and conducting pressure testing prior to loop insertion.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
TP
TP
TP
W
E
T
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME & LA:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
MK
SK/MK
EK
3/03/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
G0.1
IM
AG
ES
\IM
AG
ES
\E
X\
RO
AD
.JP
G;
IM
AG
ES
\E
X\
GR
AV
EL
D
RI
VE
W
AY
.JP
G;
IM
AG
ES
\E
X\
ST
AG
IN
G.
JP
G;
IM
AG
ES
\E
X\
NP
S-
RE
SI
DE
NC
E.
JP
G;
IM
AG
ES
\E X\
PA
RK
IN
G.
JP
EG
\IM
AG
ES
\E X\
HO
ME
.JP
G;
IM
AG
ES
\A
ER
IA
L2
.JP
G;
IM
AG
ES
\A
ER
IA
L.J
PG
3/6 /25
:40
S
KE
RS
TI
EN
S
R
P :\D
EN
VE
R\
NP
S
FR
SP
G
EO
TH
ER
MA
L-
3\7
_D
RA
FT
CD
\C
AD
\LA
\G
0_
FR
SP
_S
TA
GI
NG
.D
W G
XR
EF
S:
BA
SE
S\
XL
-T
IT
LE
IN
FO
.D
W G;
BA
SE
S\
XV
-T
OP
O.
DW
G;
BA
SE
S\
XV
-S
IT
E.
DW
G;
BA
SE
S\
XL
-L
OC
.D
W G;
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
PKG.
NO. SHEET
SKL
PLS
PJS
03/17/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
MARTIN/MARTIN
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
FREDERICKSBURG & SPOTSYLVANIA NMP
WV
LEGEND &
ABBREVIATIONSC0.0 3
03/03/2025
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
PKG.
NO. SHEET
SKL
PLS
PJS
03/17/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
MARTIN/MARTIN
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
FREDERICKSBURG & SPOTSYLVANIA NMP
GENERAL
NOTESC0.1 4
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
PKG.
NO. SHEET
SKL
PLS
PJS
03/17/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
MARTIN/MARTIN
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
FREDERICKSBURG & SPOTSYLVANIA NMP
SURVEY
CONTROLC1.0 5LEH
8/13/2024
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
PKG.
NO. SHEET
SKL
PLS
PJS
03/17/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
MARTIN/MARTIN
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
FREDERICKSBURG & SPOTSYLVANIA NMP
DEMOLITION
PLANC2.0 603/03/2025
151 1
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
PKG.
NO. SHEET
SKL
PLS
PJS
03/17/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
MARTIN/MARTIN
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
FREDERICKSBURG & SPOTSYLVANIA NMP
OVERALL
UTILITY PLANC3.0 703/03/2025
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
PKG.
NO. SHEET
SKL
PLS
PJS
03/17/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
MARTIN/MARTIN
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
FREDERICKSBURG & SPOTSYLVANIA NMP
TRENCHING
DETAILSC5.0 8
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
PKG.
NO. SHEET
SKL
PLS
PJS
03/17/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
MARTIN/MARTIN
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
FREDERICKSBURG & SPOTSYLVANIA NMP
UTILITY AND
SITE DETAILSC6.0 9
TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP
W
E
T
E
FW FW
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME & LA:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
MK
SK/MK
EK
3/03/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
L1.0
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. DRAWING NO.
OF
TITLE OF SHEETA/E FIRM
PRIME & LA:
DHM DESIGN
DENVER, CO
PKG.
NO. SHEET
MK
SK/MK
EK
3/03/2025
314741
XXX
XXXXXX
JACKSON SHRINE DEATH SITE
GEOTHERMAL HVAC SYSTEM FOR
CONSTRUCTION DOCUMENTS
FREDERICKSBURG & SPOTSYLVANIA NMP
L2.0
UP
UP
A B
AREA
OLF
OCC
OCC LOAD
0.6150
B
MECHANICAL
ROOM [105]
AREA
OLF
OCC
OCC LOAD
0.4150
B
UTILITY SPACE [104]
AREA
OLF
OCC
OCC LOAD
1.6150
B
WAITING ROOM
[103]
AREA
OLF
OCC
OCC LOAD
1.6150
B
DEATH ROOM [106]
AREA
OLF
OCC
OCC LOAD
1.4150
B
ENTRANCE HALL
[101]
AREA
OLF
OCC
OCC LOAD
0.9150
B
OFFICE [102]
A B
AREA
OLF
OCC
OCC LOAD
B
BEDROOM [202]
AREA
OLF
OCC
OCC LOAD
1.1150
B
BEDROOM [201]
FIRE PROTECTION NOTES
REQUIRED MEANS OF EGRESS AND FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED
DURING CONSTRUCTION AND DEMOLITION, REMODELING OR ALTERATIONS AND
ADDITIONS TO THE BUILDING. FIRE PREVENTION BUREAU STAFF SHALL APPROVE REVIEW
OF ANY EXITING ALTERATIONS. AS REQUIRED IN IFC SECTION 3311
AUTOMATIC FIRE SPRINKLER, FIRE SUPPRESSION AND FIRE ALARM SYSTEMS WHEN TAKEN
OUT OF SERVICE ARE REQUIRED TO HAVE THE FIRE PREVENTION BUREAU NOTIFIED. THE
DURATION OF TIME AND THE DATE MUST BE STATED TO INCLUDE THE DATE WHICH THE
FIRE PROTECTION EQUIPMENT WILL BE PLACED IN SERVICE. AS REQUIRED IN IFC
CHAPTER 33.
ALL DEFERRED (IBC 107.3.4.1) SUBMITTAL ITEM(S) NEED TO BE SUBMITTED WITHIN A
TIMELY MANNER (30 CALENDAR DAYS OF THE ORIGINAL BUILDING PERMIT ISSUANCE
DATE). THE FINAL INSPECTION APPROVAL (IBC 110.3.10) CANNOT BE ISSUED AND NO
BUILDING OR STRUCTURE CAN BE USED OR OCCUPIED (IBC 111.1) UNTIL ALL THE
DEFERRED SUBMITTED ITEMS ARE APPROVED BY THE BUILDING OFFICIAL.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
E
R
P
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L A
T E
.D
W G
X R
E F
S
B A
S E
S \X
L -T
IT
L
E I
N F
O
D W
G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
ajc architects
314741 ajc ajc
G001 GENERAL NOTES
FRSP
314741
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
K. RIGBY
03/17/2025
GENERAL NOTES:
1 THE GENERAL CONTRACTOR SHALL HEREAFTER BE REFERRED TO AS "GENERAL
CONTRACTOR" OR "GC". THE OWNER MAY HEREAFTER BE REFERRED TO AS
"CONTRACTING OFFICER".
2 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK REGARDLESS OF THE
LOCATION OF THE INFORMATION IN THE DOCUMENTS. THE GENERAL CONTRACTOR
SHALL UTILIZE THE COMPLETE & ENTIRE CONSTRUCTION DRAWINGS AND WRITTEN
SPECIFICATIONS FOR ALL REQUIRED INFORMATION TO PROVIDE COMPLETE
CONSTRUCTION OF THIS PROJECT AND IS RESPONSIBLE TO COORDINATE ALL
DRAWINGS AND SPECIFICATIONS WITH ALL SUBCONTRACTORS REGARDLESS OF
LOCATION IN CONTRACT DOCUMENTS. ITEMS LISTED IN DRAWINGS MAY NOT BE
INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN SPECIFICATIONS MAY NOT BE
INCLUDED IN DRAWINGS.
3 UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT
IN CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS AND INSTALLATION OF
SAME ARE PART OF THE CONTRACT AS DEFINED BY THE ENTIRE CONSTRUCTION
DOCUMENTS AND SPECIFICATIONS. THE GC SHALL PROVIDE AND INSTALL ALL
ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK DEPICTED
OR SPECIFIED.
4 THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS
PRIOR TO BEGINNING ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND
MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. THE GC SHALL
ACCEPT PREMISES AS FOUND. CONTRACTING OFFICER WILL MAINTAIN THE EXISTING
CONDITION OF THE SITE AND EXISTING STRUCTURES AT THE TIME OF BIDDING.
5 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT
INTENDED. THE GENERAL CONTRACTOR IS TO CLARIFY WITH THE CONTRACTING
OFFICER ANY SUCH DISCREPANCIES DURING BIDDING AND PRIOR TO
COMMENCING WORK.
6 DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS TO
DETERMINE ANY LOCATIONS. CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY
DISCREPANCY PRIOR TO CONTINUING WITH WORK. CHANGES IN THE WORK TO BE
DOCUMENTED IN WRITING AND APPROVED IN WRITING PRIOR TO BEING STARTED -
(IMPLEMENTED)
7 THE CONTRACTOR SHALL REPORT TO THE CONTRACTING OFFICER ALL CONDITIONS
REQUIRING COORDINATION/ CHANGES WITH THE CONTRACT DOCUMENTS.
COORDINATION / APPROVAL SHALL TAKE PLACE BEFORE THE WORK BEGINS. ALL
CHANGES TO THE CONTRACT COST SHALL BE APPROVED THROUGH A CHANGE
ORDER.
8 DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER
SMALL SCALE DRAWINGS.
9 THE CONTRACTING OFFICER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR
CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE CONTRACTING
OFFICER'S REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN
ASSEMBLY IN WHICH THE ITEM FUNCTIONS. THE CONTRACTING OFFICER WILL NOT
REVIEW SHOP DRAWINGS UNTIL THE GC HAS REVIEWED AND STAMPED THE SHOP
DRAWING/SUBMITTAL. THE GC IS RESPONSIBLE FOR FIELD VERIFYING ALL
DIMENSIONS SHOWN ON THE SHOP DRAWINGS. THE CONTRACTING OFFICER 'S
REVIEW OF THE SHOP DRAWINGS SHALL NOT OVERRIDE THE CONDITIONS DESCRIBED
IN THE CONTRACT DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE BY THE
CONTRACTING OFFICER. WORK SHALL NOT PROCEED WITHOUT RETURNED
REVIEWED SUBMITTALS.
10 FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD
DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS.
11 FOR GRADING, TRENCHING ETC., CONTACT THE CONTRACTING OFFICER FOR
INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL
CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION
CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE
VERIFIED BY THE GENERAL CONTRACTOR BEFORE CONSTRUCTION.
12 ALL WORK, MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE
CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES
HAVING JURISDICTION AT THE PROJECT LOCATION. THE GENERAL CONTRACTOR
MUST COMPLY WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL
GOVERNING AUTHORITIES.
13 ALL PROJECT CONSTRUCTION SHALL CONFORM WITH ABAAS STANDARDS 2015
(ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS).
14 THE GENERAL CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNING
AUTHORITIES AND UTILITIES PRIOR TO COVERING UP ANY WORK REQUIRING
INSPECTION.
15 THE GENERAL CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS AND FIRE LANES
IN WORKING ORDER.
16 A GENERAL BUILDING PERMIT IS NOT REQUIRED. PERMITTING BY GOVERNMENT. ALL
PERMITS OR CONNECTION FEES SHALL BE SECURED BY THE GENERAL CONTRACTOR.
17 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS
WHERE SHOWN ON PLAN.
18 MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO
THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES.
19 THE GENERAL CONTRACTOR SHALL PROVIDE AND IS SOLELY RESPONSIBLE AND
LIABLE FOR PUBLIC AND EMPLOYEE PROTECTION AS NECESSARY AND AS REQUIRED
BY THE CODES, INCLUDING EXTERIOR AND INTERIOR PEDESTRIAN TRAFFIC BARRIERS.
ALL WORK SHALL CONFORM TO THE ORDINANCES AND REGULATIONS OF
GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT.
20 THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES FOR DUST
AND NOISE CONTROL, AND ALL REQUIRED ENVIRONMENTAL PROTECTION WHERE
WORK JOINS EXISTING CONDITIONS.
SCOPE OF WORK:
MINOR ARCHITECTURAL REPAIRS DUE TO UPGRADED MECHANICAL SYSTEMS WILL BE
MADE WITHIN THE EXISTING STONEWALL JACKSON DEATH SITE BUILDING. THE GENERAL
CONTRACTOR WILL COORDINATE WITH THE CONTRACTING OFFICER TO ENSURE ANY
NEW PENETRATIONS ARE DISCREETLY LOCATED AND COMPLEMENT THE BUILDING’S
CURRENT ARCHITECTURAL STYLE.
THE EXISTING SPACE WILL NEED TO BE FIELD-VERIFIED, MEASURED, AND MODIFIED TO
COMPLETE THE PROJECT, INCLUDING MECHANICAL PENETRATIONS. THE CONTRACTOR
MUST ENSURE THE SPACE IS UPDATED TO NEW QUALITY AND FINISH STANDARDS, WITH
ALL EXISTING EXPOSED SURFACES RECEIVING PAINT OR NEW FINISHES AS SPECIFIED IN
THE FINISH PLANS.
21 ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A
CLEAN (BROOM) CONDITION DAILY.
22 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE
AND OR CALL LOCAL UTILITIES TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN
HEREIN OR NOT, AND WHEN IDENTIFIED TO PROTECT THEM FROM DAMAGE. THE
GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF
IDENTIFIED UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN
CONJUNCTION WITH THE EXECUTION OF THE WORK.
23 APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY
WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE
GENERAL CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE
COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS,
ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB
SUPERINTENDENT.
24 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING,
UNCRATING, INSTALLATION AND HOOK-UP OF ALL GOVERNMENT FURNISHED ITEMS
UNLESS NOTED OTHERWISE ON THE DRAWINGS.
25 THE GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS
PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH
COULD DISTURB THE STRUCTURAL SLAB OR FOUNDATION WALLS.
26 PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE
REQUIRED.
27 PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL
SURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS NOTED
OTHERWISE.
28 PROVIDE METAL CORNER TRIM AT ALL OUTSIDE CORNERS OF PLASTER AND
DRYWALL SURFACES.
29 ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED WITH
APPROPRIATE SEALANT MATERIAL.
30 UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR METAL, TRIM, SHALL BE
PAINTED.
31 THE GC SHALL VERIFY THE LOCATIONS OF ALL CEILING & WALL ACCESS PANELS
WITH MECHANICAL. ACCESS PANELS SHALL BE FURNISHED AND INSTALLED WITH A
FIRE RATING EQUAL TO THE WALL OR CEILING ASSEMBLY INTO WHICH THEY ARE TO
BE INSTALLED. FINISH AND LOCATION SHALL BE APPROVED BY THE CONTRACTING
OFFICER.
32 THE GC SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT PADS & BASES WITH
EQUIPMENT MANUFACTURERS & SHALL VERIFY ALL SIZES AND LOCATIONS OF DUCT
OPENINGS ON ROOF AND INTERIOR SHAFTS.
ABBREV ABBREVIATION (S)
ABB ABBREVIATION (S)
A.F.F. ABOVE FINISHED FLOOR
AD ACCESS DOOR
ACOUS ACOUSTICAL
A/C AIR CONDITIONING
ALUM ALUMINUM
AB ANCHOR BOLT
APPR APPROVED
AC ASPHALT CONCRETE
BM BEAM
BLK BLOCK
BD BOARD
BOT BOTTOM
B.O. BOTTOM OF
B.O.B. BOTTOM OF BEAM
BLDG BUILDING
CLG CEILING
CH CEILING HEIGHT
CEM CEMENT
C/C CENTER TO CENTER
CER CERAMIC
CLR CLEAR
CLOS CLOSET
COL COLUMN
COMPO COMPOSITION
CONC CONCRETE
CMU CONCRETE MASONRY UNIT
CONN CONNECTION
CONT CONTINUOUS
CORD COORDINATE
CORR CORRIDOR
CSK COUNTERSINK
DEL DELETE
DEMO DEMOLITION
DET DETAIL
DIAG DIAGONAL
DIA DIAMETER
DIM DIMENSION
DIR DIRECTION
DR DOOR
DO DOOR OPENING
DBL DOUBLE
DF DOUGLAS FIR
DN DOWN
DS DOWNSPOUT
DWG DRAWING
DF DRINKING FOUNTAIN
EA EACH
EWC ELECTRIC WATER COOLER
ELEC ELECTRICAL
ELEV OR EL ELEVATION
ELEV ELEVATOR
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EJ EXPANSION JOINT
EXT EXTERIOR
FOC FACE OF CONCRETE
FOS FACE OF STUD
FOW FACE OF WALL
FT FEET
FRP FIBER REINFORCED PLASTIC
FIN FINISH
FF FINISH FLOOR
FO FINISHED OPENING
FHC FIRE HOSE CABINET
FLR FLOOR
FD FLOOR DRAIN
FS FLOOR SINK
FDN FOUNDATION
FH FULL HEIGHT
FS FULL SIZE
FSD FULL SIZE DETAIL
GALV OR
GV
GALVANIZED
GA GAUGE
GC GENERAL CONTRACTOR
GL GLASS
GFRC GLASS FIBER REINFORCED CONCRETE
GR GRADE
GYP. BD. GYPSUM BOARD
HDWD HARDWOOD
H HIGH
HP HIGH POINT
HM HOLLOW METAL
HORIZ HORIZONTAL
ID INSIDE DIAMETER
INSUL INSULATION
INT INTERIOR
JAN JANITOR
LAV LAVATORY
LEV LEVEL
LTWT LIGHT WEIGHT
LTG LIGHTING
MAINT MAINTENANCE
MFG MANUFACTURER
MO MASONRY OPENING
MAT'L MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MB MECHANICAL BOLT
MET METAL
MEZZ MEZZANINE
MIN MINIMUM
MISC MISCELLANEOUS
MULL MULLION
(N) NEW
NR NON-RATED
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NO. NUMBER
OFF OFFICE
OC ON CENTER
OPN'G OPENING
OCC OPERATOR CONTROL CENTER
OPP OPPOSITE
OH OPPOSITE HAND
OD OUTSIDE DIAMETER
OF OVERFLOW
OFI OWNER FURNISH ITEM
OFOI OWNER FURNISHED OWNER INSTALLED
PR PAIR
PLAS PLASTIC
PL PLATE
PLWD PLYWOOD
PC PORTLAND CEMENT
PREP PREPARATION
PT PRESSURE TREATED
PTDF PRESSURE TREATED DOUGLAS FIR
PROJ PROJECTION
QT QUARRY TILE
REF FREFERENCE
R OR RAD RADIUS
REDW'D REDWOOD
REFL REFLECTED
RCP REFLECTED CEILING PLAN
REINF REINFORCE
REQ'D REQUIRED
RES RESILIENT
RR RESTROOM(S)
R RISER
RD ROOF DRAIN
RTU ROOF TOP UNIT
RM ROOM
R.O. ROUGH OPENING
SECT SECTION
SHT SHEET
SIM SIMILAR
SPECS SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STA STATION
STL STEEL
STG STORAGE
STRUCT STRUCTURAL
SIMUL SUMULATED
SUSP SUSPENDED
SYM SYMMETRICAL
TEL TELEPHONE
TEMP TEMPERED
THK THICK
T&G TONGUE & GROOVE
TBC TOP BACK OF CURB
T.O. TOP OF
T.O.C. TOP OF CONCRETE OR CURB
T.O.F TOP OF FOOTING
T.O.P. TOP OF PARAPET
T.O.S. TOP OF STEEL
T.O.W. TOP OF WALL
TDC TRAFFIC DECK COVERING
T TREAD
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
V.I.F. VERIFY IN FIELD
VER VERTICAL
WC WATER CLOSET
WL WATER LEVEL
WP WATERPROOFING
W WIDE
W/ WITH
WD WOOD
WP WORKING POINT
WI WROUGHT IRON
ABBREVIATIONS
371/8" = 1'-0" , DWG REF: A200
EXISTING PLAN LEVEL 1
1/8" = 1'-0" , DWG REF: A200
EXISTING PLAN LEVEL 2
APPLICABLE CODES
BUILDING CODE
INTERNATIONAL BUILDING CODE (IBC) 2024
INTERNATIONAL FIRE CODE (IFC) 2024
INTERNATIONAL MECHANICAL CODE (IMC) 2024
INTERNATIONAL PLUMBING CODE (IPC) 2024
NATIONAL ELECTRICAL CODE (NEC) 2023
INTERNATIONAL FUEL GAS COE 2024
INTERNATIONAL ENERGY CONSERVATION CODE 2024
INTERNATIONAL EXISTING BUILDING CODE 2024
ICC ANSI A117.1 2017
TYPES OF CONSTRUCTION - IBC CHAPTER 6
TYPE V - B SPRINKLED
OCCUPANCY CLASSIFICATION - IBC CHAPTER 3
‘B‘ - BUSINESS*
EXISTING BUILDING - HISTORIC BUILDING
1201.3 SPECIAL OCCUPANCY EXCEPTIONS—MUSEUMS
1. WHERE A BUILDING IN GROUP R-3 IS USED FOR GROUP A, B OR M
PURPOSES SUCH AS MUSEUM TOURS, EXHIBITS AND OTHER PUBLIC
ASSEMBLY ACTIVITIES, OR FOR MUSEUMS LESS THAN 3,000 SQUARE FEET PER
FLOOR AND A MAXIMUM OF THREE STORIES, THE OCCUPANCY SHALL BE
CLASSIFIED AS GROUP B.
2. ADEQUATE MEANS OF EGRESS IN SUCH BUILDINGS, INCLUDING, BUT NOT
LIMITED TO, A MEANS OF MAINTAINING DOORS IN
AN UNLOCKED POSITION TO PERMIT EGRESS, A LIMIT ON BUILDING
OCCUPANCY TO AN OCCUPANT LOAD PERMITTED BY THE MEANS OF
EGRESS CAPACITY, A LIMIT ON OCCUPANCY OF CERTAIN AREAS OR
FLOORS, OR SUPERVISION BY A PERSON KNOWLEDGEABLE IN THE
EMERGENCY EXITING PROCEDURES, SHALL BE PROVIDED.
1202.1 GENERAL
1. REPAIRS TO ANY PORTION OF A HISTORIC BUILDING OR STRUCTURE SHALL BE
PERMITTED WITH ORIGINAL OR LIKE MATERIALS AND ORIGINAL METHODS
OF CONSTRUCTION, SUBJECT TO THE PROVISIONS OF THIS CHAPTER.
HAZARDOUS MATERIALS, SUCH AS ASBESTOS AND LEAD-BASED PAINT, SHALL
NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD NOT
PERMIT THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY, PURPOSE AND
LOCATION.
1203.7 ONE-HOUR FIRE-RESISTANT ASSEMBLIES
1. WHERE 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION IS REQUIRED BY
THESE PROVISIONS, IT NEED NOT BE PROVIDED, REGARDLESS OF
CONSTRUCTION OR OCCUPANCY, WHERE THE EXISTING WALL AND
CEILING FINISH IS WOOD OR METAL LATH AND PLASTER.
1203.9 STAIRWAY RAILINGS
1. GRAND STAIRWAYS SHALL BE ACCEPTED WITHOUT COMPLYING WITH THE
HANDRAIL AND GUARD REQUIREMENTS. EXISTING HANDRAILS AND
GUARDS AT ALL STAIRWAYS SHALL BE PERMITTED TO REMAIN, PROVIDED
THEY ARE NOT STRUCTURALLY DANGEROUS.
1204.6 MEANS OF EGRESS
1. EXISTING DOOR OPENINGS AND CORRIDOR AND STAIRWAY WIDTHS LESS
THAN THOSE THAT WOULD BE ACCEPTABLE FOR NONHISTORIC BUILDINGS
UNDER THESE PROVISIONS SHALL BE APPROVED, PROVIDED THAT, IN THE
OPINION OF THE CODE OFFICIAL, THERE IS SUFFICIENT WIDTH AND HEIGHT
FOR A PERSON TO PASS THROUGH THE OPENING OR TRAVERSE THE EXIT
AND THAT THE CAPACITY OF THE EXIT SYSTEM IS ADEQUATE FOR THE
OCCUPANT LOAD, OR WHERE OTHER OPERATIONAL CONTROLS TO LIMIT
OCCUPANCY ARE APPROVED BY THE CODE OFFICIAL.
A
B
STONEWALL JACKSON DEATH SITE
EXISTING WELL
EXISTING BRICK SIDEWALK
EXISTING CONCRETE DRIVEWAY
SEE CIVIL &
GEOTHERMAL FOR
NEW UTILITY WORK
SEE SHEET G001 FOR GENERAL NOTES AND ABBREVIATIONS.
DO NOT SCALE DRAWINGS.
CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
BEFORE BEGINNING WORK, AND SHALL REPORT TO THE CONTRACTING OFFICER ANY
ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK. SEE GENERAL
NOTES AND SPECIFICATIONS.
CONTRACTOR TO COORDINATE AND VERIFY LIGHTING LOCATIONS TO ENSURE NO
CONFLICTS WITH MECHANICAL PENETRATIONS.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L A
T E
.D
W G
X R
E F
S
B A
S E
S \X
L -T
IT
L
E I
N F
O
D W
G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
ajc architects
314741 ajc ajc
AS101 ARCHITECTURAL SITE
PLAN
FRSP
314741
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
K. RIGBY
03/17/2025
1" = 10'-0" A1
SITE PLAN
GENERAL NOTES:
KEY
LIMIT OF DISTURBANCE
0'
SCALE : 1" = 10'-0"
10'5' 30'20'
DN
DN
SEE SHEET G001 FOR GENERAL NOTES AND ABBREVIATIONS.
DO NOT SCALE DRAWINGS.
CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
BEFORE BEGINNING WORK, AND SHALL REPORT TO THE CONTRACTING OFFICER ANY
ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK. SEE GENERAL
NOTES AND SPECIFICATIONS.
CONTRACTOR TO COORDINATE AND VERIFY LIGHTING LOCATIONS TO ENSURE NO
CONFLICTS WITH MECHANICAL PENETRATIONS.
A B
WAITING ROOM
DEATH ROOM
UTILITY SPACE
MECHANICAL
ROOM
OFFICE
ENTRANCE HALL
5'-9 1/2"
33'-1 1/2"
/2
V .I .F
EXISTING PORCH
A B
BEDROOM
BEDROOM
33'-1 1/2"
/2
ATTIC ATTIC
EXISTING SHED
ROOF OVER
MECHINICAL ROOM
PORCH ROOF
1/4" = 1'-0" A1
EXISTING CONDITIONS DEMOLITION FLOOR PLAN LEVEL 01
1/4" = 1'-0"
A2
EXISTING CONDITIONS DEMOLITION FLOOR PLAN LEVEL 02
1/4" = 1'-0"
4 0 4 8
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L A
T E
.D
W G
X R
E F
S
B A
S E
S \X
L -T
IT
L
E I
N F
O
D W
G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
ajc architects
314741 ajc ajc
AD001 EXISTING CONDITIONS &
DEMOLITION FLOOR PLANS
FRSP
314741
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
K. RIGBY
03/17/2025
ALL ITEMS SHOWN THIS PAGE ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE GRAPHICALLY OR BY
KEYED NOTE. EXTENTS OF THIS SELECTIVE DEMOLITION PACKAGE ARE THE BUILDING'S ENVELOPE AND ANY
SMALL PENETRATIONS TO BE SEALED TO MAINTAIN AN AIRTIGHT ENVELOPE. CONTRACTOR TO PROVIDE ANY
TEMPORARY CONSTRUCTION TO MAINTAIN ENVELOPE INTEGRITY.
STANDARD GRAPHIC REPRESENTATIONS OF WALLS, DOORS, PLUMBING FIXTURES & TOILET ACCESSORIES
INDEPENDENTLY REFERENCE DEMO OR EXISTING TO REMAIN CONDITIONS WITH OR WITHOUT AN ATTACHED
KEYED NOTE. PROVIDE DEMO OF ALL ITEMS SHOWN DASHED. (SEE PRECEDING NOTE).
SEE MECHANICAL/PLUMBING (MD/PD) DEMO & ELECTRICAL (ED) DEMO SHEETS AND SPECIFICATIONS FOR
ADDITIONAL DEMOLITION OR EXISTING CONDITIONS INFORMATION. WHERE PLUMBING, MECHANICAL OR
ELECTRICAL ITEMS ARE SHOWN DEMO’D ON THIS PAGE. THE INFORMATION IS SUPPLIED AS A SUPPLEMENT TO
THE MECHANICAL SHEETS AND ELECTRICAL SHEETS. THE EXTENT OF THE DEMOLITION IS AS PER REQUIRED BY
THE SPECIFICATIONS, MECHANICAL SHEETS AND ELECTRICAL SHEETS.
DISPOSE OF ALL MATERIALS MARKED AS "REMOVE" OR "DEMO" RECYCLE REMOVED MATERIALS WHENEVER
PRACTICAL.” CONDITIONS MARKED "SALVAGED" ARE REUSED DURING NEW CONSTRUCTION AND SHOULD BE
PROTECT UNTIL REINSTALLATION. COORDINATE WITH CONTRACTING OFFICER ANY DISCREPENCIES.
EXISTING RAIN GUTTER DOWN SPOUTS & ROOF DRAIN LINE DROPS TO REMAIN U.N.O. PROTECT.
REMOVE EXISTING (STUBBED OUT OR PARTIALLY DEMO’D) PIPING AS PER SPEC. & MECHANICAL/PLUMBING
SHEETS. CAP AT BUILDING ENVELOPE WHERE OCCURS.
REMOVE EXISTING ELECTRICAL AND LIGHTING WHERE SHOWN. SEAL PENETRATIONS THROUGH BUILDING
ENVELOPE WHERE OCCURS.
REFLECTED CEILING PLANS (SEE A131) ARE NOT INTENDED TO BE A LIGHTING DEMOLITION PLAN. NO WALL
MOUNTED LIGHTING FIXTURES OR OTHER WALL MOUNTED APPURTENANCES ARE SHOWN. SEE THE LIGHTING
DEMO PLAN FOR ALL LIGHTING AND EGRESS SIGNS, SIZE AND TYPES OF ELECTRICAL FIXTURES ETC. SEE
MECHANICAL PLANS FOR ALL CEILING MOUNTED DIFFUSERS /GRILLES ETC.
1 REMOVE PORTION OF EXISTING WALL FOR NEW MECHANICAL LOUVER
INSTALLATION. SEE MECHANICAL DRAWINGS.
2 REMOVE PORTION OF EXISTING WALL FOR INSTALLATION OF NEW
CONDENSATE LINE.
3 REMOVE PORTION OF WALL FOR NEW SUPPLY AIR DUCT IN CRAWL
SPACE.
4 EXISTING CHIMNEY TO REMAIN FOR NEW DUCTWORK INSTALLATION.
5 NEW FLOOR PENETRATION R.A. GRILLE, SEE MECHANICAL.
6 V.I.F. FOR NEW PENETRATIONS OR DEMOLITION. NOTIFY CONTRACTING
OFFICER IF REQUIRED. SEE M112.
7 EXISTING CRAWL SPACE ACCESS POINT.
DEMOLITION NOTES
GENERAL NOTES:
KEYED NOTES
J
WSHP
EUH
PH
PH
J
DN
DN
A200A
A B
WAITING ROOM
DEATH ROOM
UTILITY SPACE
MECHANICAL
ROOM
OFFICE
ENTRANCE HALL
/2
69"
A2 A300
A1 A300
33'-1 1/2"
/2
15'-10 1/2" 15'-5"
/2
19'-4"
11'-9 1/2"
/2
4'-2"
9'-0"
/2
5 5 5
E.P.
ET-1
EXISTING PORCH
A200A
A B
BEDROOM
BEDROOM
33'-1 1/2"
A2 A300
A1 A300
/2
19'-5"
/2
19'-5"
ATTIC ATTIC
EXISTING SHED
ROOF OVER
MECHINICAL ROOM
PORCH ROOF
SEE SHEET G001 FOR GENERAL NOTES AND ABBREVIATIONS.
DO NOT SCALE DRAWINGS.
CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
BEFORE BEGINNING WORK, AND SHALL REPORT TO THE CONTRACTING OFFICER ANY
ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK. SEE GENERAL
NOTES AND SPECIFICATIONS.
CONTRACTOR TO COORDINATE AND VERIFY LIGHTING LOCATIONS TO ENSURE NO
CONFLICTS WITH MECHANICAL PENETRATIONS.
1/4" = 1'-0"
4 0 4 8
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L A
T E
.D
W G
X R
E F
S
B A
S E
S \X
L -T
IT
L
E I
N F
O
D W
G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
ajc architects
314741 ajc ajc
A101 CONSTRUCTION FLOOR
PLANS
FRSP
314741
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
K. RIGBY
03/17/2025
1/4" = 1'-0" A1
CONSTRUCTION FLOOR PLAN LEVEL 01
1/4" = 1'-0"
A2
CONSTRUCTION FLOOR PLAN LEVEL 02
1 NEW 6" CAST-IN-PLACE CONCRETE SLAB, 9' X 9'-7 1/2".
2 NEW NSHP-1, SEE MECHANICAL DRAWINGS.
3 NEW DUCT WORK IN CHIMNEYS, SEE MECHANICAL DRAWINGS.
4 NEW S.A DUCT DROP TO CRAWL SPACE.
5 EXISTING FLOOR GRILLE, SEE MECHANICAL DRAWINGS.
6 NEW FLOOR PENETRATION R.A. GRILLE, SEE MECHANICAL.
7 EXISTING ATTIC ACCESS PANEL LOCATION.
GENERAL NOTES:
KEYED NOTES
A B
33'-1 1/2"
/2
WAITING ROOM
DEATH ROOM
OFFICE
102 ENTRANCE HALL
UTILITY SPACE
MECHANICAL
ROOM
C1
C1 C1
C1
C1
C1
2 2
EXISTING GYP. CEILING
C1
A B
C1
C1
BEDROOM
BEDROOM
SEE SHEET G001 FOR GENERAL NOTES AND ABBREVIATIONS.
DO NOT SCALE DRAWINGS.
CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
BEFORE BEGINNING WORK, AND SHALL REPORT TO THE CONTRACTING OFFICER ANY
ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK. SEE GENERAL
NOTES AND SPECIFICATIONS.
CONTRACTOR TO COORDINATE AND VERIFY LIGHTING LOCATIONS TO ENSURE NO
CONFLICTS WITH MECHANICAL PENETRATIONS.
1/4" = 1'-0"
4 0 4 8
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L A
T E
.D
W G
X R
E F
S
B A
S E
S \X
L -T
IT
L
E I
N F
O
D W
G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
ajc architects
314741 ajc ajc
A131 REFLECTED CEILING PLAN
FRSP
314741
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
K. RIGBY
03/17/2025
1/4" = 1'-0" A1
REFLECTED CEILING PLAN LEVEL 01
1/4" = 1'-0"
A2
REFLECTED CEILING LEVEL PLAN 02
GENERAL NOTES:
1 NEW DUCT WORK IN CHIMNEYS, SEE MECHANICAL DRAWINGS.
2 EXISTING LIGHTING, SEE ELECTRICAL DRAWINGS.
3 NEW CEILING GRILLE, SEE MECHANICAL DRAWINGS.
4 PATCH AND REPAIR, REPAINT ENTIRE CEILING AREA TO MATCH EXISTING.
5 EXISTING CEILING GRILLE, SEE MECHANICAL DRAWINGS.
6 EXISTING ATTIC ACCESS PANEL LOCATION.
7 CONTRACTOR TO PROVIDE A TEMPORARY WORK WALKWAY ON THE
EXISTING CEILING JOISTS IN ATTIC.
KEYED NOTES
CEILING TYPE:
EXISTING ROOFING
SYMBOLS LEGEND
A B
SEE SHEET G001 FOR GENERAL NOTES AND ABBREVIATIONS.
DO NOT SCALE DRAWINGS.
CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
BEFORE BEGINNING WORK, AND SHALL REPORT TO THE CONTRACTING OFFICER ANY
ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK. SEE GENERAL
NOTES AND SPECIFICATIONS.
CONTRACTOR TO COORDINATE AND VERIFY LIGHTING LOCATIONS TO ENSURE NO
CONFLICTS WITH MECHANICAL PENETRATIONS.
1/4" = 1'-0"
4 0 4 8
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L A
T E
.D
W G
X R
E F
S
B A
S E
S \X
L -T
IT
L
E I
N F
O
D W
G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
ajc architects
314741 ajc ajc
A140 ROOF PLAN
FRSP
314741
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
K. RIGBY
03/17/2025
1 ROOF PLAN SHOWN FOR REFERENCE ONLY; NO ARCHITECTURAL
WORK REQUIRED.
1/4" = 1'-0" A1
ROOF PLAN
GENERAL NOTES:
EXISTING ROOF PLAN SHOWN FOR REFERENCE ONLY
1 ROOF PLAN SHOWN FOR REFERENCE ONLY; NO ARCHITECTURAL WORK
REQUIRED.
KEYED NOTES
LEVEL 1
100'-0"
LEVEL 2
109'-0"
LEVEL 3
120'-0"
SEE SHEET G001 FOR GENERAL NOTES AND ABBREVIATIONS.
DO NOT SCALE DRAWINGS.
CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
BEFORE BEGINNING WORK, AND SHALL REPORT TO THE CONTRACTING OFFICER ANY
ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK. SEE GENERAL
NOTES AND SPECIFICATIONS.
CONTRACTOR TO COORDINATE AND VERIFY LIGHTING LOCATIONS TO ENSURE NO
CONFLICTS WITH MECHANICAL PENETRATIONS.
1/4" = 1'-0"
4 0 4 8
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L A
T E
.D
W G
X R
E F
S
B A
S E
S \X
L -T
IT
L
E I
N F
O
D W
G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
ajc architects
314741 ajc ajc
A200 ELEVATIONS
FRSP
314741
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
K. RIGBY
03/17/2025
1/4" = 1'-0" , DWG REF: A101
A2
WEST ELEVATION
GENERAL NOTES:
A1 EXISTING PHOTOS:
1 EXISTING CHIMNEY IS CURRENTLY “CAPPED”. GC TO REMOVE CAP TO
ALLOW NEW MECHANICAL RELIEF AIR PATH. SEE MECHANICAL
DRAWINGS.
2 NEW MECHANICAL PENETRATION, PATCH AND REPAIR TO MATCH
EXISTING SURFACES.
3 3/4" CONDENSATE LINE WALL PENETRATION, SEALANT AND PIPE
ESCUTCHEON. REFER TO SHEET M121.
KEYED NOTES
NORTH SOUTH EAST WEST
LEVEL 1
100'-0"
LEVEL 2
109'-0"
AB
LEVEL 3
120'-0"
B.O. CRAWLSPACE
97'-10"
A2 A300
MECHANICAL
ROOM
UTILITY SPACE
EXISTING CRAWL SPACE
LEVEL 1
100'-0"
LEVEL 2
109'-0"
1 2
LEVEL 3
120'-0"
B.O. CRAWLSPACE
97'-10"
A1 A300
BEDROOM
BEDROOM
ENTRANCE HALL
WAITING ROOM
MECHANICAL
ROOM
EXISTING CRAWL SPACE
2 23
EXISTING ATTIC SPACE
SEE SHEET G001 FOR GENERAL NOTES AND ABBREVIATIONS.
DO NOT SCALE DRAWINGS.
CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
BEFORE BEGINNING WORK, AND SHALL REPORT TO THE CONTRACTING OFFICER ANY
ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK. SEE GENERAL
NOTES AND SPECIFICATIONS.
CONTRACTOR TO COORDINATE AND VERIFY LIGHTING LOCATIONS TO ENSURE NO
CONFLICTS WITH MECHANICAL PENETRATIONS.
1/4" = 1'-0"
4 0 4 8
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L A
T E
.D
W G
X R
E F
S
B A
S E
S \X
L -T
IT
L
E I
N F
O
D W
G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
ajc architects
314741 ajc ajc
A300 BUILDING SECTIONS
FRSP
314741
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
K. RIGBY
03/17/2025
1/4" = 1'-0" A1
EAST/WEST - SECTION
1/4" = 1'-0" A2
NORTH/SOUTH - SECTION
GENERAL NOTES:
1 NEW CEILING GRILLE, SEE MECHANICAL DRAWINGS.
2 NEW DUCTWORK, SEE MECHANICAL DRAWINGS.
3 NEW 6" CAST-IN-PLACE CONCRETE SLAB, 9' X 9'-7 1/2".
4 EXISTING CEILING GRILLE, SEE MECHANICAL DRAWINGS.
5 EXISTING ROOF STRUCTURE.
KEYED NOTES
MECHANICAL ABBREVIATIONS
AC AIR CONDITIONER
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AHJ AUTHORITY HAVING JURISDICTION
BAS BUILDING AUTOMATION SYSTEM
BTU BRITISH THERMAL UNIT
BLDG BUILDING
BTUH BRITISH THERMAL UNIT PER HOUR
CHWS CHILLED WATER SUPPLY
CHWR CHILLED WATER RETURN
CA COMPRESSED AIR
CD CONDENSATE DRAIN
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CWS CONDENSER WATER SUPPLY
CWR CONDENSER WATER RETURN
Cx COMMISSIONING
(D) DEMOLISH
DIA DIAMETER
DN DOWN
DX DIRECT EXPANSION
(E) EXISTING
EA EXHAUST AIR
FFA FROM FLOOR ABOVE
FFB FROM FLOOR BELOW
FD FIRE DAMPER
FPM FEET PER MINUTE
F/S COMBINATION FIRE+SMOKE DAMPER
GPM GALLONS PER MINUTE
HPC HIGH PRESSURE CONDENSATE RETURN
HPS HIGH PRESSURE STEAM SUPPLY
HWR HEATING WATER RETURN
HWS HEATING WATER SUPPLY
I.D. INSIDE DIAMETER
LPC LOW PRESSURE CONDENSATE RETURN
LPG LIQUEFIED PROPANEPETROLEUM GAS (PROPANE)
LPS LOW PRESSURE STEAM SUPPLY
MAX MAXIMUM
MIN MINIMUM
MVD MANUAL VOLUME DAMPER
(N) NEW
NG NATURAL GAS
NIC NOT IN CONTRACT
N.O. NORMALLY OPEN
N.C. NORMALLY CLOSED
OA OUTSIDE AIR
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
PSIA POUNDS PER SQUARE INCH (ABSOLUTE)
PSIG POUNDS PER SQUARE INCH (GAUGE)
MECHANICAL ABBREVIATIONS CONT.
(R) RELOCATED
RA RETURN AIR
RE:__ REFERENCE ____
REQ REQUIRED/REQUIREMENT
RL REFRIGERANT LIQUID
RS REFRIGERANT SUCTION
SA SUPPLY AIR
SD SMOKE DAMPER
SF SQUARE FEET
SL SEA LEVEL
S.S. STAINLESS STEEL
STD STANDARD
TA TRANSFER AIR
TFA TO FLOOR ABOVE
TFB TO FLOOR BELOW
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VA VENTILATION AIR
PIPING SERVICES
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
CONDENSATE DRAIN
MECHANICAL LEGEND
CD
CWR
CWS
PIPING SYSTEM COMPONENTS
ELBOW DOWN
ELBOW UP
TEE DOWN
TEE UP
CAP
UNION
FLEXIBLE CONNECTION
DRAIN VALVE
STRAINER
FLOW SENSOR
HUMIDITY SENSOR
AUTOMATIC AIR CENT
GAUGE
THERMOMETER
MANUAL AIR VENT
P&T TAP
IN LINE PUMP
METER
THERMOSTAT
PRESSURE SENSOR
CARBON DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
H
FS
T
P
M
CO₂
CO
RECTANGULAR DUCT
ROUND DUCT
MANUAL DAMPER
MOTORIZED DAMPER
RECT. SUPPLY DUCT
RECT. RETURN DUCT
ECCENTRIC REDUCER
DUCT SLOPE
SUPPLY DIFFUSER/RETURN GRILLE
SUPPLY DIFFUSER W/ FLEX CONNECTION
FIRE/SMOKE DAMPER (F/S)
SMOKE DAMPER (SD)
DN
A 10"Ø
375 CFM
NECK SIZE
AIR FLOW
SCHEDULE
DESIGNATION
DIFFUSER CALLOUT
HVAC SYSTEM COMPONENTS
18X12
10"Ø
M
VALVES
GATE VALVE
BALL VALVE
PLUG VALVE
CHECK VALVE
2WAY ATC VALVE
3WAY ATC VALVE
PRESSURE REDUCING VALVE
SAFETY RELIEF VALVE
BACK FLOW PREVENTER
BALANCING VALVE
BUTTERFLY VALVE
DRAWING NOTATION
NEW TO EXISTING
NEW WORK
EXISTING ITEMS
EXISTING ITEMS TO BE DEMOLISHED
MECHANICAL NOTES
1. GENERAL
1. ALL WORK SHALL BE IN ACCORDANCE WITH SMACNA STANDARDS AND SPECIFICATIONS,
AND LOCAL AUTHORITY HAVING JURISDICTION.
2. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND NOT INTENDED TO SHOW ALL
TRANSITIONS, OFFSETS, ETC. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS
AND PROVIDE ALL NECESSARY FITTINGS TO COMPLETE THE INTENT OF THE DRAWINGS.
ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED
TO THE CONTRACTING OFFICER FOR RESOLUTION. CONTRACTOR MAY LOCATE
MECHANICAL EQUIPMENT DIFFERENTLY THAN SHOWN ON DRAWINGS DUE TO CONFLICTS,
AS LONG AS FUNCTION AND/OR APPEARANCE ARE NOT AFFECTED.
3. COORDINATE SPACE REQUIREMENTS, SUPPORTS, AND INSTALLATION OF MECHANICAL
WORK, WHICH ARE INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. FOLLOW ROUTING
SHOWN FOR PIPES AND DUCTS AS CLOSELY AS PRACTICABLE; PLACE RUNS PARALLEL
WITH LINES OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR
OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS.
4. COMPLY WITH MANUFACTURER'S INSTRUCTIONS INCLUDING EACH STEP IN SEQUENCE.
SHOULD MANUFACTURERS' INSTRUCTIONS CONFLICT WITH THE DRAWINGS REQUEST
CLARIFICATION FROM THE CONTRACTING OFFICER BEFORE PROCEEDING.
5. DUCT SIZES ARE INSIDE DIMENSION.
6. CONTRACTOR SHALL REVIEW THESE DOCUMENTS CAREFULLY. CONTRACTOR SHALL
CONTACT THE CONTRACTING OFFICER, FOR RESOLUTION OF ANY DISCREPANCIES,
OMISSIONS, OR CLARIFICATIONS, BEFORE BID DATE. IN THE EVENT THAT AN
INTERPRETATION OF BID DOCUMENTS IS NECESSARY AFTER THE BID DATE, THE DECISION
OF THE CONTRACTING OFFICER SHALL BE FINAL AND BINDING.
7. PRODUCT DELIVERY, STORAGE, AND HANDLING: PROVIDE EQUIPMENT AND PERSONNEL TO
HANDLE PRODUCTS BY METHODS TO PREVENT DAMAGE. PROMPTLY INSPECT SHIPMENTS
TO ENSURE THAT PRODUCTS ARE UNDAMAGED. STORE AND PROTECT PRODUCTS IN
ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS.
8. ALL REMOVED EQUIPMENT SHALL REMAIN THE PROPERTY OF THE GOVERNMENT AND
SHALL BE STORED PER THEIR DIRECTION.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE COSTS OF ALL CHANGE ORDERS, WHICH THE
NATIONAL PARK SERVICE (NPS) AND CONTRACTING OFFICER HAVE NOT APPROVED IN
WRITING PRIOR TO THE EXECUTION OF THE ASSOCIATED WORK.
10. IN THE CASE OF A CONFLICT, UNLESS OTHERWISE NOTED, KEYNOTES ON MECHANICAL
PLANS SHALL SUPERCEDE ANY GENERAL NOTES ON THE PLANS.
11. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AND NOTIFY THE
CONTRACTING OFFICER IF ANY CONFLICTS OCCUR.
12. THERMOSTAT LOCATIONS TO BE COORDINATED AND VERIFIED BY THE CONTRACTING
OFFICER. THERMOSTAT HEIGHTS SHALL BE 48" AFF TO MATCH LIGHTSWITCH HEIGHTS AND
INSTALLED TO MEET ICC A117.1. CONTRACTOR TO CALIBRATE ALL THERMOSTATS SHOWN
ON THIS PLAN. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE
THAT ALL EXISTING THERMOSTATS REMAIN INTACT DURING DEMOLITION.
13. PROVIDE VOLUME DAMPERS AT ALL DIFFUSER TAKEOFFS.
14. ALL TAKEOFFS, RUNOUTS, AND FLEX DUCTWORK TO DIFFUSERS SHALL BE THE SAME SIZE
AS DIFFUSER INLET UNLESS OTHERWISE NOTED.
15. PROVIDE EXTERNAL INSULATION ON ALL NEW DUCTWORK.
16. ALL PIPE AND DUCT PENETRATIONS THOUGH RATED WALLS SHALL BE SEALED PER 2024
IBC.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L
A T
E
.D W
G X
R E
F S
B
A S
E S
\X L
-T
IT
L E
I N
F O
D
W G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
360 Engineering
314741
JPK
JPK
M000 MECHANICAL LEGENDS
AND NOTES
XXX
XXXXXX
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
BG
03/17/2025
(D) HEAT PUMP AHU
(D) RETURN DUCT MAIN
(D) SUPPLY DUCT MAIN
(D) SUPPLY DUCT
(D) RETURN DUCT INTO CHIMNEY,
OPENING TO BE REUSED
(D) RETURN DUCT
INTO CHIMNEY
(D) SUPPLY DUCT
UP TO LEVEL 2
(D) SUPPLY DUCT
UP TO LEVEL 2
(E) GRILLE TO REMAIN
(D) ELECTRIC UNIT
HEATER
(D) SUPPLY DUCT
DOWN INTO CRAWLSPACE
(E) GRILLE TO REMAIN
(E) GRILLE TO REMAIN
(E) GRILLE TO REMAIN
(E) GRILLE TO REMAIN
(E) GRILLE TO REMAIN
(E) GRILLE TO REMAIN
(D) SUPPLY DUCT IN
CRAWLSPACE
(D) SUPPLY DUCT IN
CRAWLSPACE
(D) SUPPLY DUCT IN
CRAWLSPACE
(D) SUPPLY DUCT IN
CRAWLSPACE
(D) SUPPLY DUCT IN
CRAWLSPACE
(D) SUPPLY DUCT IN
CRAWLSPACE
(D) SUPPLY DUCT IN
CRAWLSPACE
3/8" = 1'-0"
4 0 4
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L
A T
E
.D W
G X
R E
F S
B
A S
E S
\X L
-T
IT
L E
I N
F O
D
W G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
360 Engineering
314741
JPK
JPK
M101 MECHANICAL DEMO
PLAN - LEVEL 1
XXX
XXXXXX
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
BG
03/17/2025
GENERAL NOTES:
SCALE AM101
1 MECHANICAL DEMO PLAN - LEVEL 1
1. ALL EXISTING MECHANICAL EQUIPMENT TO BE
DEMOLISHED, INCLUDING EXISTING AIR-SOURCE HEAT
PUMP AHU, ALL ASSOCIATED DUCTWORK AND CONTROLS,
AND ELECTRIC UNIT HEATER IN MECHANICAL ROOM. ALL
EXISTING GRILLES IN SPACES TO REMAIN FOR
RECONNECTION TO NEW MECHANICAL SYSTEM.
M300
(D) SUPPLY DUCT IN CEILING SPACE
(E) CEILING SUPPLY GRILLE
TO REMAIN
(D) SUPPLY DUCT DOWN INTO CHIMNEY
3/8" = 1'-0"
4 0 4
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L
A T
E
.D W
G X
R E
F S
B
A S
E S
\X L
-T
IT
L E
I N
F O
D
W G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
360 Engineering
314741
JPK
JPK
M102 MECHANICAL DEMO
PLAN - LEVEL 2
XXX
XXXXXX
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
BG
03/17/2025
GENERAL NOTES:
SCALE AM102
1 MECHANICAL DEMO PLAN - LEVEL 2
1. ALL EXISTING MECHANICAL EQUIPMENT TO BE
DEMOLISHED, INCLUDING EXISTING AIR-SOURCE HEAT
PUMP AHU, ALL ASSOCIATED DUCTWORK AND CONTROLS,
AND ELECTRIC UNIT HEATER IN MECHANICAL ROOM. ALL
EXISTING GRILLES IN SPACES TO REMAIN FOR
RECONNECTION TO NEW MECHANICAL SYSTEM.
WAITING ROOM
DEATH ROOM
UTILITY SPACE
MECHANICAL
ROOM
OFFICE
ENTRANCE HALL
M300
ELECTRICAL PANEL LOCATION
GF-1
ET-1
P-1
ADS-1
WSHP-1
EUH-1
L-1
8"x10"
(E) 10"x2" FLOOR GRILLE
(E) 10"x2" FLOOR GRILLE
(E) 10"x4" FLOOR GRILLE
(E) 14"x2" FLOOR GRILLE
(E) 14"x2" FLOOR RETURN GRILLE
(E) 14"x2" FLOOR GRILLE
"x
6"x10"
21 T
WSHP-1
14"x2" A
300 CFM
"x
12"x6"
10"x8"
"x
18"x18"
12"x6"
12"x6"
"x
"x
6"ø(E) 10"x2" WALL GRILLE
BALANCE TO 300 CFM
12"x12"
P-212"x6"
12"x6"
14"x8" A
14"x8" A
BALANCE TO 250 CFM
OSA INTAKE
BALANCE TO 250 CFM
BALANCE TO 175 CFM
BALANCE TO 50 CFM
12"x8"
3/8" = 1'-0"
4 0 4
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L
A T
E
.D W
G X
R E
F S
B
A S
E S
\X L
-T
IT
L E
I N
F O
D
W G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
360 Engineering
314741
JPK
JPK
M111 MECHANICAL FLOOR
PLAN - LEVEL 1
XXX
XXXXXX
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
BG
03/17/2025
GENERAL NOTES:
# KEYNOTES:
1 NEW 10"X6" DUCT TO CONNECT TO EXISTING FLOOR
GRILLE IN BEDROOM 202 ON LEVEL ABOVE.
2 8"X10" DUCT ROUTED UP THROUGH EXISTING CHIMNEY TO
2ND FLOOR CEILING SPACE.
5 14"X12" DUCT ROUTED DOWN INTO CRAWLSPACE TO
SERVE 1ST FLOOR SPACES.
7 DUCT ROUTED BELOW FLOOR IN CRAWLSPACE.
8 12"X10" RETURN DUCT ROUTED UP THROUGH CHIMNEY TO
2ND FLOOR. DUCT TO TAP OFF TOP OF 18"X18" RETURN
MAIN.
12 PROVIDE NEW 14"X8" FLOOR RETURN GRILLE AND
CONNECT TO NEW 12"X6" RETURN DUCT AS SHOWN.
23 LOCATION FOR FUTURE 6" FIRE DOUBLE-CHECK
BACKFLOW PREVENTER RISER.
27 LOCATION FOR DUCT MOUNTED HUMIDITY SENSOR.
SCALE AM111
1 MECHANICAL FLOOR PLAN - LEVEL 1
1. DUCTWORK IN CRAWLSPACE TO BE PROVIDED WITH
EXTERNAL R-8 INSULATION.
2. CONTRACTOR TO CLEAN ALL GRILLE FACES.
BEDROOM
302 SF
BEDROOM
167 SF
M300
"x
(E) 10"x4" FLOOR GRILLE
BALANCE TO 175 CFM
(E) 7"x5" CEILING GRILLE
BALANCE TO 225 CFM
"x
8"x8"
"x
8"x8" A
8"x8" A
3/8" = 1'-0"
4 0 4
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L
A T
E
.D W
G X
R E
F S
B
A S
E S
\X L
-T
IT
L E
I N
F O
D
W G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
360 Engineering
314741
JPK
JPK
M112 MECHANICAL FLOOR
PLAN - LEVEL 2
XXX
XXXXXX
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
BG
03/17/2025
GENERAL NOTES:
# KEYNOTES:
3 (E) 10"X4" FLOOR GRILLE TO BE SERVED BY 10"X6" DUCT
FROM LEVEL BELOW.
4 ROUTE INDICATED 10"X8" DUCT ABOVE CEILING TO (E)
7"X5" CEILING GRILLE.
6 10"X8" DUCT DOWN TO THROUGH CHIMNEY TO LEVEL 1
MECHANICAL ROOM.
9 12"X10" RETURN ROUTED INTO CEILING SPACE OF LEVEL 2
AS SHOWN. 12"X10" RELIEF TO CONTINUE UP IN CHIMNEY
FOR RELIEF AIR PATH OUT CHIMNEY. RELIEF DUCT TO
TERMINATE CHIMNEY CAP FOR RELIEF, SEAL AROUND
CHIMNEY PENETRATION PER 2024 IBC. PROVIDE RELIEF
DUCT WITH BACKDRAFT DAMPER. CHIMNEY CAP TO BE
MASTER FLOW CC1313 OR SIMILAR, CONTRACTOR TO
CONFIRM FINAL SIZING OF CHIMNEY CAP WITH
CONTRACTING OFFICER.
10 12"X"10" RETURN ROUTED IN CEILING SPACE AS SHOWN.
11 CONNECT 8"X8" TO NEW 8"X8" SINGLE DEFLECTION
RETURN GRILLE.
SCALE AM112
1 MECHANICAL FLOOR PLAN - LEVEL 2
1. DUCTWORK ABOVE LEVEL 2 CEILING TO BE PROVIDED
WITH EXTERNAL R-8 INSULATION.
M300
2" CWS
2" CWR
WSHP-1
ELECTRICAL PANEL LOCATION
GF-1
ET-1
P-1 ADS-1
L-1EUH-1
3/4"ø CD
P-2
3/8" = 1'-0"
4 0 4
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L
A T
E
.D W
G X
R E
F S
B
A S
E S
\X L
-T
IT
L E
I N
F O
D
W G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
360 Engineering
314741
JPK
JPK
M121 MECHANICAL PIPING
PLAN - LEVEL 1
XXX
XXXXXX
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
BG
03/17/2025
KEYNOTES:
24 2" CWS AND CWR UP THRU SLAB FROM WELL FIELD.
SEE GEOTHERMAL DRAWINGS FOR CONTINUATION.
ROUTE PIPING AT 6' ABOVE CRAWLSPACE SLAB.
25 3/4" CONDENSATE FROM WSHP-1 TO DAYLIGHT
WHERE INDICATED. PROVIDE WITH 45 DEGREE
ELBOW DOWN AND STAINLESS STEEL BUGSCREEN.
PROVIDE WITH SPLASHPAD, COORDINATE WITH
ARCHITECT.
26 EXPANSION TANK TO BE FLOOR MOUNTED.
SCALE AM121
1 MECHANICAL PIPING PLAN - LEVEL 1
GENERAL NOTES:
1. CHEMICAL POT FEEDER, PF-1, TO BE MOUNTED TO SLAB
BELOW PUMPS. SEE DETAIL 2, M-500 FOR PIPING DETAIL.
Level 1 100' - 0"
Level 2 109' - 0"
CRAWLSPACE
97' - 10"
A
GF-1
P-1
P-2ADS-1
PF-1
10"x8"
20"x16"
14"x12"
10"x6"
10"x6"
14"x12"
12"x10"
1/2" = 1'-0"
2 0 2 4
SCALE OF FEET
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L
A T
E
.D W
G X
R E
F S
B
A S
E S
\X L
-T
IT
L E
I N
F O
D
W G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
360 Engineering
314741
JPK
JPK
M300 MECHANICAL SECTIONS
XXX
XXXXXX
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
BG
03/17/2025
SCALE AM300
1 Mechanical Section 1
WSHP
P & T TAP, TYP.
BALL VALVE, TYP.
CIRCUIT SETTER
FLEXIBLE CONNECTOR
UNION
CWR
CWS
STRAINER
OA DUCT FROM LOUVER, L-1
A
IR
F L O
W
AIR FLOW
RETURN DUCT
(EXACT CONFIGUARTION OF OA AND RETURN
DUCTWORK SHOWN ON PLANS, BOTH
RETURN AND OA DUCT REQUIRE MVD'S
UPSTREAM OF MERGE POINT)
WITH MANUFACTURER
PROVIDED 2-WAY CONTROL
VALVE
MANUAL VOLUME
DAMPER (TYP)
AIR FLOW
SUPPLY DUCT
COORDINATE LOCATION IN FIELD
WITH CONTRACTING OFFICER
OA
EXPANSION
TANK
(ET-1)
POT
FEEDER
(PF-1)
AIR
SEPARATOR
(AS-1)
TO WSHP
DRAIN VALVE
AT LOW POINT
ISOLATION VALVE (TYP.)
PESSURE GAUGE (TYP.)
CHECK VALVE (TYP.)
BALANCING VALVE (TYP.)
PUMP (TYP.)
ISOLATION VALVE (TYP.)
CWS
PUMP (P-1)
PUMP (P-2)
(TYP.)
CWS
AUTOMATIC AIR VENT (TYP.)
FROM WELL FIELD SUPPLY
TO WELL FIELD RETURN
SEE GEOTHERMAL
DRAWINGS
2"
2"
1-1/4"
3/4"
3/4"
2"
2"
CONDENSER WATER SECONDARY LOOP PIPING DIAGRAM2
M500 SCALE: NOT TO SCALE
FEED
STATION
(GF-1)
GLYCOL
1"
P&T PORT (TYP.)
GLYCOL FEEDER, GF-1
BOLT TO CONCRETE
4" CONCRETE PAD
FINISHED FLOOR
GLYCOL FEEDER
CONTROL PANEL
LLS
LOW LEVEL SWITCH
P&T RELIEF
VALVE
1/3 HINGED
COVER
STRAINER
GLYCOL PUMP
PS
PRESSURE SWITCH
SEE PLANS FOR CWS PIPING CONNECTION LOCATION
GLYCOL FEEDER DETAIL3
M500 SCALE: NOT TO SCALE
CWR FROM WSHP
2"
STRAINER (TYP.)
FLEXIBLE CONNECTION
WSHP UNIT PIPING AND RETURN DUCT DETAIL1
M500 SCALE: NOT TO SCALE
TEMPERATURE SENSORTHERMOMETER
TS
AV
POT FEEDER PF-1
BOLT TO CONCRETE
HOUSEKEEPING PAD.
3/4" THREADED HOSE
END DRAIN (TYP.)
6" CONCRETE PAD
MAIN SYSTEM PUMPS. SEE
PUMP DETAIL THIS SHEET.
3/4"
FINISHED FLOOR
MV
UNION (TYP.)
CHECK VALVE
BALL VALVE
SEE PLAN FOR SIZE
CHEMICAL POT FEEDER DETAIL4
M500 SCALE: NOT TO SCALE
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L
A T
E
.D W
G X
R E
F S
B
A S
E S
\X L
-T
IT
L E
I N
F O
D
W G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
360 Engineering
314741
JPK
JPK
M500 MECHANICAL DETAILS
XXX
XXXXXX
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
BG
03/17/2025
TECH. REVIEW:
SUB SHEET NO.
PKG
NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OF
A/E FIRM
CONSTRUCTION DOCUMENTS
/1
/2
:2
M
K A
IS
D E
N V
E R
/N P
S F
R S
P G
E O
T H
E R
M A
L -2
\6 -D
D \C
A D
\L A
\T B
S H
E E
T T
E M
P L
A T
E
.D W
G X
R E
F S
B
A S
E S
\X L
-T
IT
L E
I N
F O
D
W G
PRIME:
DHM DESIGN
DENVER, CO
SUBCONTRACTOR:
360 Engineering
314741
JPK
JPK
M600 MECHANICAL
SCHEDULES
XXX
XXXXXX
GEOTHERMAL HVAC SYSTEMS FOR
JACKSON SHRINE DEATH SITE
FREDERICKSBURG & SPOTSLVANIA NMP
BG
03/17/2025
LOUVER SCHEDULE
GENERAL PERFORMANCE PHYSICAL
NOTESTAG MANUFACTURER MODEL FINISH LOCATION SERVICE AIRFLOW
[CFM]
FREE AREA
[SF]
FACE VELOCITY
[FPM]
PRESSURE DROP
[IN. W.C.]
DEPTH
[IN]
WIDTH
[IN]
HEIGHT
[IN]
WEIGHT
[LB]
L-1 GREENHECK EHH-601 BY
ARCH
MECHANICAL
ROOM
OUTSIDE
AIR
225 0.5 582 0.07 6 18 14 15 1,2,3,4,5
PUMP SCHEDULE
GENERAL PERFORMANCE ELECTRICAL PHYSICAL
NOTESTAG MANUFACTURER MODEL SERVICE CONFIGURATION FLOW
[GPM]
HEAD
[FT]
POWER
[HP]
VOLTAGE
[V]
PHASE LENGTH
[IN]
WIDTH
[IN]
HEIGHT
[IN]
WEIGHT (DRY)
[LB]
P-1 GRUNDFOS MAGNA
CONDENSER
WATER
HORIZONTAL
INLINE
15 45 452
WATTS
120 1 14 10 9 31 1,2,3,4
P-2 GRUNDFOS MAGNA
CONDENSER
WATER
HORIZONTAL
INLINE
15 45 452
WATTS
120 1 14 10 9 31 1,2,3,4
WATER SOURCE HEAT PUMP SCHEDULE
GENERAL COOLING HEATING CONDENSER SUPPLY FAN EFFICIENCY ELECTRICAL PHYSICAL
NOTESTAG MFR MODEL SENSIBILE
CAPACITY
[MBH]
CAPACITY
[MBH]
HEAT
REJECTED
[MBH]
EAT
DB
[°F]
EAT
WB
[°F]
LAT
DB
[°F]
LAT
WB
[°F]
EWT
[°F]
LWT
[°F]
CAPACITY
[MBH]
EAT
[°F]
LAT
[°F]
EWT
[°F]
LWT
[°F]
FLOW
[GPM]
P.D.
[FT
W.C.]
CONNECTION
[IN]
AIRFLOW
[CFM]
OA
[CFM]
ESP
IN.
W.C.]
COMP.
QTY.
COP VOLTAGE
[V]
PHASE MCA
[A]
MOCP
[A]
FLA
[A]
LENGTH
[IN]
WIDTH
[IN]
HEIGHT
[IN]
WEIGHT
[LB]
WSHP-1 TRANE GEVK060A 39.6 52.9 65.9 76.9 65.6 55.9 52.4 85 99 51.7 65.1 94.5 40 32.5 10 16.1 1" 1600 225 0.8" 1 4.7 230 1 40 60 32.5 32" 24" 42" 400 1,2,3,4,5,6,7,8,9,10 ,11,12,13,14,15
MISCELLANEOUS HVAC EQUIPMENT SCHEDULE
GENERAL
NOTESTAG MANUFACTURER MODEL LOCATION SERVICE DESCRIPTION WEIGHT
[LB]
ADS-1 ARMSTRONG DAS-2 MECHANICAL
ROOM
AIR/DIRT
SEPARATOR
91 7
ET-1 ARMSTRONG AX-20V MECHANICAL
ROOM
EXPANSION
TANK
52 6,7
GF-1 ARMSTRONG GLA-S-HP-1 MECHANICAL
ROOM
GLYCOL
FEEDER
150 1,2,3,4,5, PF-1 WESSELS CPFTA-5 MECHANICAL
ROOM
POT FEEDER 35 8
NOTES
1. PROVIDE AS 120V/1PH. PROVIDE WITH 10A RELAY.
2. DISCONNECT BY DIV 26.
3. PROVIDE WITH PUMP SUCTION ISOLATION VALVE AND STRAINER.
4. PROVIDE WITH LOW MIXTURE CUTOUT LEVEL SWITCHES TO
MONITOR MIXING TANK STATUS.
5. PROVIDE WITH LOW LEVEL INDICATOR LIGHTS.
6. 11-GALLON ACCEPTANCE VOLUME, PRE-CHARGE DIAPHRAGM TYPE.
7. MANUFACTURER LISTED AS BASIS OF DESIGN OR APPROVED EQUAL
PER SALIENT CHARACTERISTICS IN SPECIFICATION SECTION 232116 -
HYDRONIC PIPING SPECIALTIES.
8. MANUFACTURER LISTED AS BASIS OF DESIGN OR APPROVED EQUAL
PER SALIENT CHARACTERISTICS IN SPECIFICATION SECTION 232500 -
HVAC WATER TREATMENT.
NOTES
1. PUMP TO BE PROVIDED WITH INTEGRAL VFD/SPEED CONTROL.
2. PROVIDE WITH FLEXIBLE CONNECTION AND SUCTION DIFFUSER.
3. PROVIDE FACTORY AUTHORIZED REPRESENTATIVE START-UP.
4. MANUFACTURER LISTED AS BASIS OF DESIGN OR APPROVED EQUAL PER SALIENT CHARACTERISTICS IN SPECIFICATION
SECTION 232123 - HYDRONIC PUMPS.
NOTES
1. PROVIDE WITH 2" MERV 8 FILTER.
2. PROVIDE AS VERTICAL TYPE UNIT.
3. PROVIDE WITH 2" HOSE KIT.
4. PROVIDE WITH FACTORY WIRED HUMIDITY SENSOR. SENSOR TO BE DUCT MOUNTED.
5. PERFORMANCE AT 60' ALT.
6. 15% PROPYLENE GLYCOL.
7. CONTROL VALVE AND REVERSIBLE VALVE INTERNAL TO UNIT.
8. PROVIDE WITH COIL DRAIN PAN.
9. PROVIDE WITH VARIABLE SPEED COMPRESSOR.
10. MANUFACTURER LISTED AS BASIS OF DESIGN OR APPROVED EQUAL PER SALIENT
CHARACTERISTICS IN SPECIFICATION SECTION 238146 - WATER SOURCE HEAT PUMPS.
NOTES
1. PROVIDE WITH STAINLESS STEEL BIRDSCREEN.
2. PROVIDE WITH 2 COATS OF KYNAR PAINT. COORDINATE FINAL COLOR SELECTION WITH CONTRACTING OFFICER PRIOR TO ORDERING.
3. PROVIDE WITH CONTROL DAMPER AND NORMALLY CLOSED 2-POS ACTUATOR AND END SWITCH, GREENHECK MODEL VCD-23, MATCH LOUVER SIZE.
4. MANUFACTURER LISTED AS BASIS OF DESIGN OR APPROVED EQUAL PER SALIENT CHARACTERISTICS IN SPECIFICATION SECTION 089119 - FIXED LOUVERS.
ELECTRIC HEATER SCHEDULE
GENERAL PERFORMANCE ELECTRICAL PHYSICAL
NOTESTAG MANUFACTURER MODEL LOCATION TYPE/MOUNTING AIRFLOW
[CFM]
EAT
[°F]
LAT
[°F]
POWER
[kW]
VOLTAGE
[V]
LENGTH
[IN]
WIDTH
[IN]
HEIGHT
[IN]
WEIGHT
[LB]
EUH-1 Q-MARK CWH-31
50F
MECHANICAL
ROOM
SURFACE 100 40 97 1.5 KW 120 16 5 20 30 1,2,3,4,5
NOTES
1. PROVIDE WITH INTEGRAL THERMOSTAT.
2. PROVIDE WITH INTEGRAL…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .