36C24718R0653-007.pdf
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36C24718R0653 FINAL SEALED DRAWINGS 4 of 4.pdf
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| 36C24718R0653-0002000.docx | DOCX document | |
| 36C24718R0653-0001000.docx | DOCX document | |
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| 36C24718R0653-006.pdf | ||
| 36C24718R0653-004.pdf | ||
| 36C24718R0653-010.pdf | ||
| 36C24718R0653-001.docx | DOCX document | |
| 36C24718R0653-003.pdf | ||
| 36C24718R0653-005.pdf | ||
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CORRIDOR
COR2BB3
STAFF TOILET
BB201
PATIENT TOILET
MALE
BB211B
PATIENT TOILET
FEMALE
BB211C
CORRIDOR
COR2BB4
VESTIBULE
VEST19 CORRIDOR
COR2BB1
CORRIDOR
COR2BB2
SPECIAL
CHEMISTRY
LABORATORY
BB211E
(E)12x12 SA
(E)10x12(E)24x14 RA
(E )2
4x
(E )2
2x
(E)8"Ø SA
(E)9"Ø SA
(E)CR
(E)CD
(E)CD (E)CD
(E)CD
(E)CD
(E)CD
(E)CR
(E)LS
(E)CD
(E)CD
(E)CD
(E)CD (E)CD
CD
1 1
A
B
C
15 16 17 18 19 20 21 23
1/8"=1'-0"1 SECOND FLOOR PLAN - BB SECTION
MECHANICAL PLAN
AH
MH123
KL
2ND FLOOR - BB SECTION
PROJECT TEAM
V et er an s A ff ai rs D ep ar tm en t of
CHARLESTON, S.C.
Architect/Engineer
Seal Architect/Engineer AddressRevisions Date
Project No.
DRAWING NO.
Project Title
Building Number Checked Drawn
Location Dwg. Of
Drawing Title
Approved: Chief Engineering Service
JEFFERY A. SAGE
Approved: Project Manager
AVIS R. THOMAS
Date CONSULTANTS
FULLY SPRINKLERED
DESIGN/BUILD
CONSTRUCTION DOCUMENTS SUBMISSION
RENOVATION OF COMMON
AND SUPPORT AREAS IN
BUILDING 1
534-15-105
06-30-2016
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
KEY PLAN
LEVEL 2 FFE: 013.78'
PLAN
NORTH
A B
D
G
E/F
C
CCBBAA
1. PROVIDE VOLUME DAMPERS ON ALL NEW
BRANCH DUCTWORK.
1. ALL AIR OUTLETS ARE TO BE INSTALLED IN NEW
SEISMIC CEILING GRID. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATION.
6/30/2016
PATIENT TOILET
MALE
CC214
PATIENT TOILET
FEMALE
CC213
CORRIDOR
COR2CC1
CORRIDOR
COR2CC2
CORRIDOR
COR2CC3
CORRIDOR
COR2CC4
(E)CD (E)CD
(E)CD
(E)CD
(E)CD
(E)CD
(E)CD
(E)EX
(E)EX
A
B
C
25 26 27 28 29 30
1/8"=1'-0"1 SECOND FLOOR PLAN - CC SECTION
MECHANICAL PLAN
AH
MH124
KL
2ND FLOOR - CC SECTION
PROJECT TEAM
V et er an s A ff ai rs D ep ar tm en t of
CHARLESTON, S.C.
Architect/Engineer
Seal Architect/Engineer AddressRevisions Date
Project No.
DRAWING NO.
Project Title
Building Number Checked Drawn
Location Dwg. Of
Drawing Title
Approved: Chief Engineering Service
JEFFERY A. SAGE
Approved: Project Manager
AVIS R. THOMAS
Date CONSULTANTS
FULLY SPRINKLERED
DESIGN/BUILD
CONSTRUCTION DOCUMENTS SUBMISSION
RENOVATION OF COMMON
AND SUPPORT AREAS IN
BUILDING 1
534-15-105
06-30-2016
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
KEY PLAN
LEVEL 2 FFE: 013.78'
PLAN
NORTH
A B
D
G
E/F
C
CCBBAA
1. PROVIDE VOLUME DAMPERS ON ALL NEW
BRANCH DUCTWORK.
1. ALL AIR OUTLETS ARE TO BE INSTALLED IN NEW
SEISMIC CEILING GRID. REFER TO
DN
UP
PATIENT TOILET
MALE
D235
PATIENT TOILET
FEMALE
D234
CORRIDOR
COR2D3
PATIENT
DRESSING RM
D239
PATIENT TOILET
D239B
PATIENT TOILET
D239A
CORRIDOR
COR2D4
STAFF TOILET
D201A
PATIENT TOILET
D202
CORRIDOR
COR2D7
CORRIDOR
COR2D6
PATIENT TOILET
D242C
CORRIDOR
COR2D1
MRI WAITING
D266
CORRIDOR
COR2D8
CORRIDOR
COR2D9
LE
(E)CD
(E)CD
(E)CD
(E)CD
(E)CD(E)EX
(E) EX
(E)CR
(E)CR
(E)CR
(E)CR
(E)CR
(E)CD
(E)CR
(E)CR
(E)EX
(E)EX
(E)EX
(E)EX
(E)CR
(E)CR
(E)CR
R
R
(E)EX
R
(E)CD
R
(E)CD
(E)CR
J
K
L
15 16 17 18 19 20 21 23 24 25 26
1/8"=1'-0"1 SECOND FLOOR PLAN - D SECTION
MECHANICAL PLAN
AH MH125
KL
2ND FLOOR - D SECTION
PROJECT TEAM
V et er an s A ff ai rs D ep ar tm en t of
CHARLESTON, S.C.
Architect/Engineer
Seal Architect/Engineer AddressRevisions Date
Project No.
DRAWING NO.
Project Title
Building Number Checked Drawn
Location Dwg. Of
Drawing Title
Approved: Chief Engineering Service
JEFFERY A. SAGE
Approved: Project Manager
AVIS R. THOMAS
Date CONSULTANTS
FULLY SPRINKLERED
DESIGN/BUILD
CONSTRUCTION DOCUMENTS SUBMISSION
RENOVATION OF COMMON
AND SUPPORT AREAS IN
BUILDING 1
534-15-105
06-30-2016
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
KEY PLAN
LEVEL 2 FFE: 013.78'
PLAN
NORTH
A B
D
G
E/F
C
CCBBAA
1. PROVIDE VOLUME DAMPERS ON ALL NEW
BRANCH DUCTWORK.
1. ALL AIR OUTLETS ARE TO BE INSTALLED IN NEW
SEISMIC CEILING GRID. REFER TO
CORRIDOR
COR2E5
CORRIDOR
COR2E3
CORRIDOR
COR2E4
STAFF TOILET
MALE
E209
CORRIDOR
COR2E2
CORRIDOR
COR2F1
PATIENT TOILET
FEMALE
F223
PATIENT TOILET
MALE
F222
CORRIDOR
COR2F3
CORRIDOR
COR2F4
CORRIDOR
COR2F2
VESTIBULE
VEST23
CORRIDOR
COR2E1
STAFF TOILET
F220
CORRIDOR
COR2F5
VESTIBULE
VEST22
VESTIBULE
VEST21
STAFF TOILET
FEMALE
E213
(E)CD
(E)CD
(E)CD
(E)CD
(E)CD
(E)CD
(E)CD
(E)CD
(E)CD
(E)EX
(E)CD (E)CD
(E)EX
(E)EX
(E)CR
(E)EX
(E)EX
(E)CR
1 1
5 6 7 9 10 11 12 13 14 154.3.
1/8"=1'-0"1 SECOND FLOOR PLAN - EF SECTION
MECHANICAL PLAN
AH
MH126
KL
2ND FLOOR - EF SECTION
PROJECT TEAM
V et er an s A ff ai rs D ep ar tm en t of
CHARLESTON, S.C.
Architect/Engineer
Seal Architect/Engineer AddressRevisions Date
Project No.
DRAWING NO.
Project Title
Building Number Checked Drawn
Location Dwg. Of
Drawing Title
Approved: Chief Engineering Service
JEFFERY A. SAGE
Approved: Project Manager
AVIS R. THOMAS
Date CONSULTANTS
FULLY SPRINKLERED
DESIGN/BUILD
CONSTRUCTION DOCUMENTS SUBMISSION
RENOVATION OF COMMON
AND SUPPORT AREAS IN
BUILDING 1
534-15-105
06-30-2016
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
KEY PLAN
LEVEL 2 FFE: 013.78'
PLAN
NORTH
A B
D
G
E/F
C
CCBBAA
1. PROVIDE VOLUME DAMPERS ON ALL NEW
BRANCH DUCTWORK.
1. ALL AIR OUTLETS ARE TO BE INSTALLED IN NEW
SEISMIC CEILING GRID. REFER TO
DN
STAFF TOILET
FEMALE
G204
STAFF TOILET
MALE
G203
CORRIDOR
COR2G2
CORRIDOR
COR2G1
(E)CD
(E)CD(E)CD (E)CD
(E)EX(E)CD (E)CD
(E)EX
1 1 1
2 5 6 74.3.1
1/8"=1'-0"1 SECOND FLOOR PLAN - G SECTION
MECHANICAL PLAN
AH
MH127
KL
2ND FLOOR - G SECTION
PROJECT TEAM
V et er an s A ff ai rs D ep ar tm en t of
CHARLESTON, S.C.
Architect/Engineer
Seal Architect/Engineer AddressRevisions Date
Project No.
DRAWING NO.
Project Title
Building Number Checked Drawn
Location Dwg. Of
Drawing Title
Approved: Chief Engineering Service
JEFFERY A. SAGE
Approved: Project Manager
AVIS R. THOMAS
Date CONSULTANTS
FULLY SPRINKLERED
DESIGN/BUILD
CONSTRUCTION DOCUMENTS SUBMISSION
RENOVATION OF COMMON
AND SUPPORT AREAS IN
BUILDING 1
534-15-105
06-30-2016
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
KEY PLAN
LEVEL 2 FFE: 013.78'
PLAN
NORTH
A B
D
G
E/F
C
CCBBAA
1. PROVIDE VOLUME DAMPERS ON ALL NEW
BRANCH DUCTWORK.
1. ALL AIR OUTLETS ARE TO BE INSTALLED IN NEW
SEISMIC CEILING GRID. REFER TO
STAIRS #3
14 15 16
ELEVATOR
LOBBY
ELEVLOB3
STAIR #3
3-3
(E)CD
(E)CD
F
G
H
J
K
L
1/8"=1'-0"1 THIRD FLOOR PLAN - C SECTION
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
MECHANICAL PLAN
AH
MH130
KL
3RD FLOOR - C SECTION
PROJECT TEAM
V et er an s A ff ai rs D ep ar tm en t of
CHARLESTON, S.C.
Architect/Engineer
Seal Architect/Engineer AddressRevisions Date
Project No.
DRAWING NO.
Project Title
Building Number Checked Drawn
Location Dwg. Of
Drawing Title
Approved: Chief Engineering Service
JEFFERY A. SAGE
Approved: Project Manager
AVIS R. THOMAS
Date CONSULTANTS
FULLY SPRINKLERED
DESIGN/BUILD
CONSTRUCTION DOCUMENTS SUBMISSION
RENOVATION OF COMMON
AND SUPPORT AREAS IN
BUILDING 1
534-15-105
06-30-2016
1 ALL AIR OUTLETS ARE TO BE INSTALLED IN NEW
SEISMIC CEILING GRID. REFER TO
14 15 16
ELEVATOR
LOBBY
ELEVLOB4
STAIR #3
3-4
(E)CD
(E)CD
F
G
H
J
K
L
1/8"=1'-0"6F FOURTH FLOOR PLAN - C SECTION
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
MECHANICAL PLAN
AH
MH140
KL
4TH FLOOR - C SECTION
1 ALL AIR OUTLETS ARE TO BE INSTALLED IN NEW
SEISMIC CEILING GRID. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATION.
PROJECT TEAM
V et er an s A ff ai rs D ep ar tm en t of
CHARLESTON, S.C.
Architect/Engineer
Seal Architect/Engineer AddressRevisions Date
Project No.
DRAWING NO.
Project Title
Building Number Checked Drawn
Location Dwg. Of
Drawing Title
Approved: Chief Engineering Service
JEFFERY A. SAGE
Approved: Project Manager
AVIS R. THOMAS
Date CONSULTANTS
FULLY SPRINKLERED
DESIGN/BUILD
CONSTRUCTION DOCUMENTS SUBMISSION
RENOVATION OF COMMON
AND SUPPORT AREAS IN
BUILDING 1
534-15-105
06-30-2016
ELEVATOR
LOBBY
ELEVLOB5
(E)CD
(E)CD
ELEVATOR
LOBBY
ELEVLOB5
F
G
F
G
14 15 1614 15 16
J
K
L
J
K
L
HH
1/8"=1'-0"6F FIFTH FLOOR - C SECTION
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
MECHANICAL PLAN
AH MH150
KL
5TH FLOOR - C SECTION
1 ALL AIR OUTLETS ARE TO BE INSTALLED IN NEW
SEISMIC CEILING GRID. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATION.
PROJECT TEAM
V et er an s A ff ai rs D ep ar tm en t of
CHARLESTON, S.C.
Architect/Engineer
Seal Architect/Engineer AddressRevisions Date
Project No.
DRAWING NO.
Project Title
Building Number Checked Drawn
Location Dwg. Of
Drawing Title
Approved: Chief Engineering Service
JEFFERY A. SAGE
Approved: Project Manager
AVIS R. THOMAS
Date CONSULTANTS
FULLY SPRINKLERED
DESIGN/BUILD
CONSTRUCTION DOCUMENTS SUBMISSION
RENOVATION OF COMMON
AND SUPPORT AREAS IN
BUILDING 1
534-15-105
06-30-2016
PROJECT TEAM
V et er an s A ff ai rs D ep ar tm en t of
CHARLESTON, S.C.
Architect/Engineer
Seal Architect/Engineer AddressRevisions Date
Project No.
DRAWING NO.
Project Title
Building Number Checked Drawn
Location Dwg. Of
Drawing Title
Approved: Chief Engineering Service
JEFFERY A. SAGE
Approved: Project Manager
AVIS R. THOMAS
Date CONSULTANTS
FULLY SPRINKLERED
DESIGN/BUILD
CONSTRUCTION DOCUMENTS SUBMISSION
RENOVATION OF COMMON
AND SUPPORT AREAS IN
BUILDING 1
534-15-105
06-30-2016
MECHANICAL DETAILS AND
AH
MH501
KL
SCHEDULES
NTS
EXHAUST OR RETURN BRANCH DUCTWORK
MAIN EXHAUST OR RETURN
PLAN VIEW
AIR
FLOW AIR
FLOW
PROVIDE VOLUME DAMPER
AT EACH BRANCH DUCT
1/4W OR 4" [100mm]
MIN.
BRANCH DUCT
VD
MODEL, OR EQUAL
DESIGN BASE MFG. &AREA SERVED
EF-1-1
SYMB.
SP-B110
EXHAUST FAN SCHEDULE
H2O
0.125
CFM SP IN.
V/Ø/HZMAX.
950 115/1/60
RPM ELECT CONTROL
CEILING1.5
MOUNTSONES
GREENHECK 1,2,3
NOTES
NOTES:
LIGHT0.11
HP
WEIGHT
(LBS)
1. BASIS OF DESIGN IS NOT INTENDED TO LIMIT SELECTION. PROVIDE INDICATED EQUIPMENT OR EQUIPMENT OF EQUAL PERFORMANCE AND
QUALITY.
2. PROVIDE ALUMINUM INSECT SCREEN.
3. PROVIDE LOCAL DISCONNECT.
LOCKER ROOM
D103A
NTS
NOTE:
NOT REQUIRED FOR
AIR TERMINAL UNITS.
EQUIPMENT WEIGHT 250
LBS. [114KG] OR LESS
SEISMIC BRACING FOR LIGHT
SUSPENDED EQUIPMENT
FLOOR MOUNT EQUIPMENT
RESTRAINED BY RESILIENT PADS
(TYPE DS)
FLOOR
EQUIPMENT
BASE
ANCHOR BOLT
NEOPRENE WASHER
& SLEEVE
BONDED STEEL
PLATE
RESILIENT PAD
HANGER
ROD (TYP)
CROSS BRACING
RODS ALL FOUR
SIDES
LOCK NUTS
(TYP)
CLAMP
SEISMIC BRACING FOR EQUIPMENT
NTS
SUPPLY DUCTWORK TAKE-OFFS
AIR SPLIT DUCT TAKE-OFF PLAN
VIEW
BRANCH DUCT TAKE-OFF PLAN VIEW
SUPPLY REGISTER TAKE-OFF
PLAN VIEW
AIR
FLOW
AIR
FLOW
A
IR
FL
O
W
SUPPLY REGISTER
OR BRANCH DUCT
TURNING VANES
MAIN
SUPPLY
DUCT
SEE FLOOR PLAN FOR
SPLIT DIMENSION
PROVIDE VOLUME
DAMPER
PROVIDE VOLUME
DAMPER
ADJUSTABLE
METAL ROD
OR LINKAGE
TOP REGISTER
MAIN
SUPPLY
DUCT
VOLUME EXTRACTOR; ADJUSTABLE
FROM FULLY CLOSED POSITION TO
CFM NOTED ON FLOOR PLANS
AIR
FLOW
AIR
FLOW
1/4 W OR 4"
[100mm] MIN.
AIR
FLOW
MAIN SUPPLY
DUCT
A
IR
FL
O
W
NTS
DUCT CONNECTIONS - AIR TERMINAL UNITS
NOTE:
1.
2.
3.
4.
5.
6.
RIGID STRAIGHT TERMINAL UNIT INLET LENGTH SHALL BE A
MINIMUM OF 3 TIMES THE DIAMETER OF INLET
A FLEXIBLE AIR DUCT CONNECTOR IS NOT MANDATORY FOR INLET TO THIS
BOX, BUT ALLOWED TO ACCOMMODATE MINOR OFFSETS. MAXIMUM LENGTH
3'-0" [900mm].
A BRANCH DUCT SERVING AN INDIVIDUAL BOX MAY BE THE SAME SIZE AS THE
BOX INLET, PROVIDED THE EQUIVALENT LENGTH OF THE BRANCH DUCT, AS
SHOWN, DOES NOT EXCEED 10 FEET (3 METERS). FOR LONGER LENGTHS,
INCREASE THE DUCT SIZE AND PROVIDE A DUCT TRANSITION TO MAINTAIN THE
DUCT STATIC PRESSURE DROP AT OR BELOW 0.2"/100' [1.64Pa/m].
FLEXIBLE AIR DUCT CONNECTORS, WHEN USED FROM TERMINAL UNIT SUPPLY
AIR DUCT TO DIFFUSER, SHALL NOT EXCEED 5'-0" [1500mm]. USE RIGID ELBOWS
FOR CHANGE OF DIRECTION GREATER THAN 45°.
COMPONENT ARRANGEMENT MAY VARY BY MANUFACTURER. PROVIDE
INSULATION W/VAPOR BARRIER FOR CONNECTING DUCT SECTIONS.
USE OF THE FLEXIBLE AIR DUCT CONNECTORS ARE NOT PERMITTED FOR THE
DEDICATED AHU SERVING THE SURGICAL SUITE.
AIR TERMINAL UNIT
(CV OR VAV)
REHEAT COIL
SOUND ATTENUATOR
SEE EQUIPMENT
SCHEDULE
FLEXIBLE AIR DUCT
CONNECTOR. SEE DETAIL
DIFFUSER (TYP.)
SEE SPECIFICATIONS FOR
CLAMPS AND SEALANT (TYP.)
SEE NOTE 5
SYMB.
AIR DISTRIBUTION SCHEDULE
NOTES:
1. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF ALL AIR DISTRIBUTION DEVICES.
2. RUN OUT SIZE SHOWN ON DRAWINGS. PROVIDE NECESSARY CONNECTION AND TRANSITION TO MANUFACTURER'S LISTED NECK SIZE.
3. REFER TO THE MECHANICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION.
4. ALL TAPS TO MAIN DUCTS SHALL BE PROVIDED WITH BALANCING DAMPERS.
5. SEE ARCHITECTURAL DRAWINGS FOR CEILING/WALL TYPES FOR PROPER SELECTION OF MOUNTING ACCESSORIES.
6. CONTRACTOR TO FIELD VERIFY BRANCH AND NECK SIZE OF ALL DIFFUSERS AND REGISTERS BEFORE INSTALLATION.
NECK SIZE DESCRIPTION MANUFACTURER MODELMAX CFM FACE SIZE FACE SIZE
LS-1 220 - 0' - 4" 2' - 0" LINEAR SLOT DIFFUSER, TWO 1/2" SLOTS PRICE
EX 110 1' - 0" 1' - 0" 80PRICE
CD 295 0' - 8" 2' - 0" 2' - 0"
T-BAR LAY-IN, EXHAUST GRILLE
PRICE
48/SDS50/2/2/XX/B12
W L
0' - 6"
T-BAR LAY-IN, CEILING DIFFUSER ASPD
NO. 12 GAUGE
HANGER WIRE
TYPICAL OF 2
CEILING GRID CLIPS
AND/OR METAL CLIPS
FASTENED WITH
MECHANICAL FASTENERS
TO GRILLES, TERMINAL
DEVICES AND CEILING
GRID MAIN RUNNERS CEILING GRID
MAIN RUNNER
(TYPICAL)
LAY-IN CEILING
GRILLE OR TERMINAL
1. CEILING MOUNTED AIR TERMINAL OR SERVICES WEIGHING 20
LBS. OR LESS SHALL BE POSITIVELY ATTACHED TO THE
CEILING SUSPENSION MAIN RUNNERS OR CROSS RUNNERS.
2. AIR TERMINALS OR SERVICES WEIGHING MORE THAN 20 LBS
AND LESS THAN 56 LBS SHALL HAVE, IN ADDITION TO
THE ATTACHMENTS NOTED ABOVE, TWO NO. 12 GAUGE
HANGERS CONNECTED TO THE CEILING SYSTEM HANGERS
OR TO THE STRUCTURE ABOVE. WIRES MAY BE BLACK.
3. AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS
SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE
ABOVE BY APPROVED ANCHORS.
NOTES:
NTS
AIR DEVICE SEISMIC RESTRAINT
LR-1 220 - 0' - 4" 2' - 0" LINEAR SLOT RETURN, TWO 1/2" SLOTS PRICE 48/SDR50/2/2/XX/B12
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