Attachment_9_-_Revised_Drawings_dated_3_March_2017.pdf
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- Attached to
- Repair Aircraft Maintenance Facility, Bldg 543
- Solicitation number
- FA4418-17-R-0016
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Attachment 9 Revised Drawings to Amendment 00001 to solicitation FA4418-17-R-0016 Repair Aircraft Maintenance Facility, Bldg 543
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REF. REF.
REF.
B
B
C
C
D
D
F
F
G
G
H.2
H.2
J
J
L
L
M
M
N
N
P
P
Q
Q
R
R
12.5
12.3
VESTIBULE
M100
CORRIDOR
M101
PRIVATE OFFICE 1
M102
PRIVATE OFFICE 3
M103
PRIVATE OFFICE 4
M104
PRIVATE OFFICE 2
M105
OPEN OFFICE
M106 SHOP CHEIF
M109
CORRIDOR
M110
TECHNICAL
REPRESENTATIVE
M111
ELECTRICAL
M112
CUSTODIAL
M113
MECHANICAL
M114
BREAK ROOM
M115
LOCKER AREA
M116WOMEN
M117
MEN
M118
TRAINING
M119
SERVER
M120
CORRIDOR
M121
OFFICE 2
M122A
OFFICE 1
M122B
FLOOR
CHIEFS/ASSISTANTS
M123
BENCHSTOCK/TOOL
CRIB
M124
M100 M101
M122B
M124A
A101 A401
1 6
6 6
6 6
A101 A403
A1
A1
11'-10"
KITCHENETTE
M107
A101 A4032
MECHANICAL
YARD
VEND.
9 16
M112 M113
M114
AREA C
AREA D
MATCHLINE
MEZZANINE ABOVE
FINAL LINE AREA
M125
F7 F7 F7 F7 F7 F7
F6 F8
F7
1 1 1 1 1 1
Room Name
101 ROOM NAME & NUMBER: SEE SHEET A600 FOR FINISHES
KEYNOTE; REFER TO AG000
CENTERLINE
DOOR MARK: SEE SHEET A610 FOR SCHEDULE
CMU WALL: INFILL TO MATCH EXISTING WIDTH
EXISTING WALL TO REMAIN
AREA BOUNDRY LINES
NOTE: DOORS WITHOUT TAGS TO REMAIN; NO WORK REQUIRED
1 REVISION MARK
LEGENDS & SYMBOLS
STUD WALL: MATCH ADJACENT WIDTH
MEZZANINE ABOVE
WINDOW TAG
STOREFRONT TAG
F?
F?
PLAN NOTES
1. REFER TO G111 FOR PROJECT GENERAL NOTES.
FLOOR FINISH NOTES
1. REFER TO FINISH SCHEDULE FOR FLOOR FINISHES.
2. DEMOLISH EXISTING AS INDICATED.
GARY J. BOEHM
CHARLESTON
NO. 2676 T
CE
TIHCRADER
ET
SI
G E
R
TH CARO
LIN
A
S
TA
TE
OF
SOU
G
E W
BAIR AS
I N62 8T H
IR
A D
MAN
COM
MO
IT Y
B I L
SEAL AREA
OFSHEET
DA
TE
P R E P
B Y
A P P R 'D
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
DE
PA
RT
M
EN
T
OF
T
HE
A
IR
F
OR
C E
AI
R M
OB
IL
IT
Y C
OM
M
AN
D
R E V
D A
TE
D E S C R
IP
TI
O N
D R A W
IN
G
R E V
IS
IO
N S
CH
K B
Y:
DR
AW
N B
Y:
DS
GN
BY
SU
PV
CH
EN
GR
GL
IC
K/B
OE
HM
AS
SO
CI
AT
ES
, IN
C
3 K
IN
G
ST
RE
ET
, S
UI
TE
CH
AR
LE
ST
ON
, S C
JO
IN
T B A S E
C H A R
LE
S
TO
N
C H A R
LE
S
TO
N S C
ARCH E(30X42)
A101
AR
EA
D (A
DM
IN
A
RE
A) P
LA
N
GB
JC
MM
/03
/17
RE
PA
IR
AIR
CR
AF
T M
AIN
TE
NA
NC
E F
AC
ILI
TY
BU
ILD
ING
3 A
IR
BA
SE
DKFX 11-1166
1/8" = 1'-0"A100 A101
1 AREA D (ADMINISTRATIVE AREA) - PLAN
AREA A
AREA B
AREA C
AREA D
AREA
E
NOTES: 1. ROOM NUMBERS BASED ON EXISTING DRAWINGS PROVIDED BY GOVERNMENT.
2. REFER TO ENLARGED PLANS FOR KEY NOTES PERTINENT TO THESE AREAS.
NEW CONSTRUCTION KEYNOTES
1 INSTALL NEW DOOR(S). REFER TO DOOR SCHEDULE AND DETAILS.
2 INSTALL NEW THRESHOLD(S). REFER TO DETAILS AND SPECIFICATION
SECTION 08 71 00 DOOR HARDWARE.
3 INSTALL NEW PLUMBING FIXTURES, TOILET PARTITIONS AND URINAL
SCREENS. REFER TO PLUMBING DRAWINGS, ENLARGED PLANS AND
RESTROOM ELEVATIONS.
4 NEW COUNTERTOP. REFER TO A620 FINISH SCHEDULE AND SELECTIONS.
5 INSTALL NEW RESILIENT FLOORING PER MANUFACTURER'S PRINTED
INSTRUCTIONS. REFER TO FINISH SCHEDULE AND SPECIFICATION SELECTION
09 65 00 - RESILIENT FLOORING.
6 INSTALL NEW CARPET PER MANUFACTURER'S PRINTED INSTRUCTIONS. REFER
TO FINISH SCHEDULE AND SPECIFICATION SECTION 09 68 00 - CARPET.
9 INSTALL NEW BLINDS IN ACCORDANCE WITH MANUFACTURER'S PRINTED
INSTRUCTIONS. REFER TO FINISH SCHEDULE.
11 INSTALL NEW WALL. REFER TO WALL TYPES.
16 INSTALL NEW WINDOW IN EXISTING OPENING. REFER TO A610 FOR SCHEDULE.
REFER TO DETAILS FOR FLASHING AND BACKER ROD AND SEALANT
INSTRUCTIONS.
17 INSTALL NEW CASEWORK AS NOTED. REFER TO INTERIOR ELEVATIONS AND
SECTIONS.
25 WING WALL OF NEW KITCHENETTE TO BE COORDINATED WITH EXISTING WALL
MOUNTED SERVER. REFER TO FINISH SCHEDULE.
27 PROVIDE AND INSTALL KNOX BOX, MODEL 4544, DARK BRONZE, SINGLE LOCK
W/ TS. VERIFY LOCATION WITH JOINT BASE CHARLESTON FIRE DEPARTMENT.
x
KEY PLAN
NOTE: NOT ALL KEYNOTES ARE USED ON ALL SHEETS. THE INTENT OF THE WORK REMAINS.
REFER TO AG000 FOR MASTER LIST.
0' 4' 8' 16'
AD
DE
ND
UM
N
O.
M
EM
8/
/1
GJ
B
Attachment 9 Repair Aircraft Maintenance Facility, Bldg 543 FA4418-17-R-0016
A BA.8
6.8
9.2
10.5
WORK AREA
MECHANICAL ROOM
OFFICE
OFFICE
WOMEN
JANITOR
MEN
TOOL ROOM
A102 A402
101B 101C
101D101A
AREA B
AREA C
AREA E
AREA C
MATCHLIN
E
AREA BAREA E
MATCHLINE
F9
F9
Room Name
101 ROOM NAME & NUMBER: SEE SHEET A600 FOR FINISHES
KEYNOTE; REFER TO AG000
CENTERLINE
DOOR MARK: SEE SHEET A610 FOR SCHEDULE
CMU WALL: INFILL TO MATCH EXISTING WIDTH
EXISTING WALL TO REMAIN
AREA BOUNDRY LINES
NOTE: DOORS WITHOUT TAGS TO REMAIN; NO WORK REQUIRED
1 REVISION MARK
LEGENDS & SYMBOLS
STUD WALL: MATCH ADJACENT WIDTH
MEZZANINE ABOVE
WINDOW TAG
STOREFRONT TAG
F?
F?
PLAN NOTES
1. REFER TO G111 FOR PROJECT GENERAL NOTES.
FLOOR FINISH NOTES
1. REFER TO FINISH SCHEDULE FOR FLOOR FINISHES.
2. DEMOLISH EXISTING AS INDICATED.
GARY J. BOEHM
CHARLESTON
NO. 2676 T
CE
TIHCRADER
ET
SI
G E
R
TH CARO
LIN
A
S
TA
TE
OF
SOU
G
E W
BAIR AS
I N62 8T H
IR
A D
MAN
COM
MO
IT Y
B I L
SEAL AREA
OFSHEET
DA
TE
P R E P
B Y
A P P R 'D
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
DE
PA
RT
M
EN
T
OF
T
HE
A
IR
F
OR
C E
AI
R M
OB
IL
IT
Y C
OM
M
AN
D
R E V
D A
TE
D E S C R
IP
TI
O N
D R A W
IN
G
R E V
IS
IO
N S
CH
K B
Y:
DR
AW
N B
Y:
DS
GN
BY
SU
PV
CH
EN
GR
GL
IC
K/B
OE
HM
AS
SO
CI
AT
ES
, IN
C
3 K
IN
G
ST
RE
ET
, S
UI
TE
CH
AR
LE
ST
ON
, S C
JO
IN
T B A S E
C H A R
LE
S
TO
N
C H A R
LE
S
TO
N S C
ARCH E(30X42)
A102
AR
EA
E (K
IT
RO
OM
) P
LA
N
GB
JC
MM
/03
/17
RE
PA
IR
AIR
CR
AF
T M
AIN
TE
NA
NC
E F
AC
ILI
TY
BU
ILD
ING
3 A
IR
BA
SE
DKFX 11-1166
AREA A
AREA B
AREA C
AREA D
AREA
E
1/8" = 1'-0"A100 A102
1 AREA E (KIT ROOM) - PLAN
NOTES: 1. ROOM NUMBERS BASED ON EXISTING DRAWINGS PROVIDED BY GOVERNMENT.
2. REFER TO ENLARGED PLANS FOR KEY NOTES PERTINENT TO THESE AREAS.
NEW CONSTRUCTION KEYNOTES
1 INSTALL NEW DOOR(S). REFER TO DOOR SCHEDULE AND DETAILS.
2 INSTALL NEW THRESHOLD(S). REFER TO DETAILS AND SPECIFICATION
SECTION 08 71 00 DOOR HARDWARE.
5 INSTALL NEW RESILIENT FLOORING PER MANUFACTURER'S PRINTED
INSTRUCTIONS. REFER TO FINISH SCHEDULE AND SPECIFICATION SELECTION
09 65 00 - RESILIENT FLOORING.
9 INSTALL NEW BLINDS IN ACCORDANCE WITH MANUFACTURER'S PRINTED
INSTRUCTIONS. REFER TO FINISH SCHEDULE.
10 INSTALL NEW VERTICAL LIFT FABRIC DOOR (VLFD) IN ACCORDANCE WITH
MANUFACTURER'S PRINTED INSTRUCTIONS. REFER TO DOOR SCHEDULE,
DOOR DETAILS AND ELECTRICAL.
12 INSTALL NEW GUTTERS AND DOWNSPOUTS IN ACCORDANCE WITH
MANUFACTURER'S PRINTED INSTRUCTIONS. PROVIDE SPLASH BLOCKS.
16 INSTALL NEW WINDOW IN EXISTING OPENING. REFER TO A610 FOR SCHEDULE.
REFER TO DETAILS FOR FLASHING AND BACKER ROD AND SEALANT
INSTRUCTIONS.
x
KEY PLAN
NOTE: NOT ALL KEYNOTES ARE USED ON ALL SHEETS. THE INTENT OF THE WORK REMAINS.
REFER TO AG000 FOR MASTER LIST.
0' 4' 8' 16'
AD
DE
ND
UM
N
O.
M
EM
8/
/1
GJ
F2
HOLLOW
METAL
F1
HOLLOW
METAL
D O
O R
H
EI
G H
T
DOOR WIDTH
FR
AM
E H
EI
G
H T
FRAME WIDTH
2" 2"
2" H
EA
D
F4
ALUMINUM STOREFRONT
(IMPACT RESISTANT) GL-1
D O
O R
H
EI
G H
T
DOOR WIDTH
FR
AM
E H
EI
G
H T
FRAME WIDTH
2" 2"
2" H
EA
D
DOOR WIDTH
8'-6" 2" 2"
'-4
2' -8
2" 2"
EQ
2"
EQ
4 1/2"
F5
ALUMINUM STOREFRONT
(INTERIOR) GL-2
DOOR WIDTH2"
9' -0
2"
7'-4"
2"
D O
O R
H
EI
G H
T 2"
1' -8
2"
5' -0
2"
3' -0
2"
8' -0
2" 2'
-8
2" 5'
-1 0"
2"
A612
A611
A612
A611
A612
A612
A611
A611
A611
A612
A612
D1
ALUMINUM SF
WIDE STILE
TYP.
DOOR WIDTH
D O
O R
H
EI
G H
T, T
YP
D2
REFER TO DOOR
SCHEDULE
TYP.
DOOR WIDTH
D O
O R
H
EI
G H
T, T
YP
D3
VERTICAL LIFT
FABRIC DOOR
D O
O R
H
EI
G H
T, T
YP
TYP.
DOOR WIDTH
VIEW PANEL;
MATCH EXISTING
CAULK JOINT, TYP. AT
FRAME PERIMETER
DOOR, REFER TO SCHEDULE
VERIFY JAMB CELLS
ARE FILLED
HOLLOW METAL FRAME;
REFER TO SCHEDULE
BACKER ROD & SEALANT
METAL STUD HEADER
GYPSUM WALL BOARD; ABUT
DOOR FRAME
CAULK JOINT, TYP. AT
FRAME PERIMETER
DOOR, REFER TO SCHEDULE
LINTEL BLOCK
HOLLOW METAL FRAME;
REFER TO SCHEDULE
BACKER ROD & SEALANT
METAL STUD HEADER
GYPSUM WALL BOARD; ABUT
DOOR FRAME
HOLLOW METAL DOOR
FRAME: REFER TO SCHEDULE
DOOR: REFER TO
DOOR SCHEDULE
TRANSITION STRIP (IF REQUIRED);
FLOOR FINISH PLAN, LEGEND &
NOTESSLAB: REFER TO
STRUCTURAL
FLOOR FINISH; REFER
TO FINISH SCHEDULE
5 3/4"
GUIDE RAILS AND ATTACHMENT
BY VERTICAL LIFT DOOR MFR.
EXISTING BRICK VENEER
EXISTING CMU
EXISTING BENT STEEL PLATE
EXISTING TUBE STEEL
GUIDE RAILS AND ATTACHMENT
BY VERTICAL LIFT DOOR MFR.
EXISTING STEEL PLATE
EXISTING STEEL BEAM
EXISTING STEEL ANGLE
EXISTING METAL
BUILDING PANEL
EXISTING WALL
CONSTRUCTION
EXISTING LINER PANEL
OVERHEAD MOTOR AND ATTACHMENT
BY VERTICAL LIFT DOOR MFR.
GARY J. BOEHM
CHARLESTON
NO. 2676 T
CE
TIHCRADER
ET
SI
G E
R
TH CARO
LIN
A
S
TA
TE
OF
SOU
G
E W
BAIR AS
I N62 8T H
IR
A D
MAN
COM
MO
IT Y
B I L
SEAL AREA
OFSHEET
DA
TE
P R E P
B Y
A P P R 'D
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
DE
PA
RT
M
EN
T
OF
T
HE
A
IR
F
OR
C E
AI
R M
OB
IL
IT
Y C
OM
M
AN
D
R E V
D A
TE
D E S C R
IP
TI
O N
D R A W
IN
G
R E V
IS
IO
N S
CH
K B
Y:
DR
AW
N B
Y:
DS
GN
BY
SU
PV
CH
EN
GR
GL
IC
K/B
OE
HM
AS
SO
CI
AT
ES
, IN
C
3 K
IN
G
ST
RE
ET
, S
UI
TE
CH
AR
LE
ST
ON
, S C
JO
IN
T B A S E
C H A R
LE
S
TO
N
C H A R
LE
S
TO
N S C
ARCH E(30X42)
A610
DO
OR
S
CH
ED
UL
E
DE
TA
ILS
GB
JC
MM
/03
/17
RE
PA
IR
AIR
CR
AF
T M
AIN
TE
NA
NC
E F
AC
ILI
TY
BU
ILD
ING
3 A
IR
BA
SE
DKFX 11-1166
3/8" = 1'-0"A610
2 DOOR FRAME ELEVATIONS
3/8" = 1'-0"A610
1 DOOR ELEVATIONS
DOOR SCHEDEULE NOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXISTING DOOR SIZE AND TYPE; FRAME SIZE AND TYPE.
2. NEW WOOD DOORS ARE TO BE FINISHED TO MATCH EXISTING WOOD DOORS.
3. ONLY DOORS WITH TAGS ARE RECEIVING WORK.
4. E = EXISTING TO REMAIN
5. DOOR FRAMES TO BE PAINTED PNT-2.
6. REFER TO SPECIFICATION SECTION 08 34 16.20 VERTICAL LIFT FABRIC DOORS FOR ADDITIONAL VERTICAL LIFT DOOR INFORMATION.
DOOR SCHEDULE
TAG
DOOR PANEL FRAME HARDWARE
SET
DETAILS
NOTES TAGMATERIAL TYPE HEIGHT WIDTH THICKNESS GLASS TYPE MATERIAL HEAD JAMB SILL
101A HM D2 7'-0" 3'-0" 1-3/4" GL-1 F1 HM 06 5/A611SIM 7/A611SIM 2/A611 MATCH EXISTING VIEW PANEL SIZE, NO FRAME WORK 101A 101B HM D2 7'-0" 3'-0" 1-3/4" GL-1 F1 HM 06 5/A611SIM 7/A611SIM 2/A611 MATCH EXISTING VIEW PANEL SIZE, NO FRAME WORK 101B
101C VLFD D3 16'-0" 16'-0" 3-15/16" -- -- -- 05 9/A610 4/A610 -- 101C
101D VLFD D3 16'-0" 16'-0" 3-15/16" -- -- -- 05 9/A610 4/A610 -- 101D
102 HM D2 7'-0" (2) 3'-0" 1-3/4" -- F1 HM 10 5/A611 7/A611 2/A611 102
M100 ALUM D1 7'-0" (2) 3'-0" 1-3/4" GL-1 F4 ALUM 01 9/A611 8/A611 IMPACT STOREFRONT M100
M101 ALUM D1 7'-0" (2) 3'-0" 1-3/4" GL-2 F5 ALUM 08 8/A612 3/A612 -
4/A612
5/A612 INTERIOR STOREFRONT M101
M112 HM D2 7'-0" (2) 3'-0" 1-3/4" -- F2 HM 02 5/A611SIM 7/A611SIM 2/A611 NO FRAME WORK M112 M113 HM D2 7'-0" (2) 3'-0" 1-3/4" -- F2 HM 02 5/A611SIM 7/A611SIM 2/A611 NO FRAME WORK M113 M114 HM D2 7'-0" (2) 3'-0" 1-3/4" GL-1 F2 HM 04 5/A611SIM 7/A611SIM 2/A611 MATCH EXISTING VIEW PANEL SIZE, NO FRAME WORK M114
M122B WD D2 7'-10" 3'-0" 1-3/4" -- F1 HM 09 5/A610 3/A610 7/A610 NOTE #2 M122B
M124A HM D2 7'-10" 3'-0" 1-3/4" -- F1 HM 07 5/A611 7/A611 2/A611 M124A
M126 VLFD D3 18'-0" 16'-0" 3-15/16" -- -- -- 05 9/A610 4/A610 -- M126
M127 HM E 7'-0" 3'-0" 1-3/4" -- E -- 12 -- -- 2/A611 NEW THRESHOLD ONLY M127
M129 HM E 7'-0" 3'-0" 1-3/4" -- E HM 12 -- -- 2/A611 NEW THRESHOLD ONLY M129
M130 HM E 7'-0" 3'-0" 1-3/4" -- E HM 12 -- -- 2/A611 NEW THRESHOLD ONLY M130
M131 VLFD D3 18'-0" 16'-0" 3-15/16" -- -- -- 05 9/A610 4/A610 -- M131
M132 VLFD D3 18'-0" 12'-0" 3-15/16" -- -- -- 05 9/A610
(SIM)
4/A610
(SIM)
-- NEW OPENING & NEW DOOR
INTERIOR
M132
M133 VLFD D3 18'-0" 12'-0" 3-15/16" -- -- -- 05 9/A610 4/A610 -- M133
M134 HM E 7'-0" 3'-0" 1-3/4" -- E HM 12 -- -- 2/A611 NEW THRESHOLD ONLY M134
M135 VLFD D3 18'-0" 12'-0" 3-15/16" -- E -- 05 9/A610
(SIM)
4/A610
(SIM)
-- INTERIOR M135
M136 VLFD D3 18'-0" 16'-0" 3-15/16" -- -- -- 05 9/A610 4/A610 -- M136
M137 HM E 7'-0" 3'-0" 1-3/4" -- E -- 12 -- -- 2/A611 NEW THRESHOLD ONLY M137
M138 HM E 7'-10" 3'-0" 1-3/4" -- E -- 12 -- -- 2/A611 NEW THRESHOLD ONLY M138
M139 VLFD D3 18'-0" 16'-0" 3-15/16" -- E -- 05 9/A610 4/A610 -- M139
M140 VLFD D3 18'-0" 16'-0" 3-15/16" -- E -- 05 9/A610 4/A610 -- M140
M142 HM E 7'-0" 3'-0" 1-3/4" -- E -- 12 -- -- 2/A611 NEW THRESHOLD ONLY M142
M143 HM E 7'-0" 3'-0" 1-3/4" -- E -- 12 -- -- 2/A611 NEW THRESHOLD ONLY M143
M144 VLFD D3 18'-0" 16'-0" 3-15/16" -- E -- 05 9/A610 4/A610 -- M144
M145 HM E 7'-0" 3'-0" 1-3/4" -- E -- 12 -- -- 2/A611 NEW THRESHOLD ONLY M145
M146 HM E 7'-0" 3'-0" 1-3/4" -- E -- 12 -- -- 2/A611 NEW THRESHOLD ONLY M146
3" = 1'-0"A610
3 HM DOOR JAMB
3" = 1'-0"A610
5 HM DOOR HEAD
3" = 1'-0"A610
7 INTERIOR HM DOOR THRESHOLD
3" = 1'-0"A610
4 OV DOOR JAMB
3" = 1'-0"A610
9 OH DOOR HEAD
AD
DE
ND
UM
N
O.
M
EM
8/
/1
GJ
F7
ALUMINUM STOREFRONT - FIXED
(IMPACT RESISTANT)
5' -2
8'-0"
F8
ALUMINUM STOREFRONT - FIXED
(IMPACT RESISTANT)
5' -2
4'-0"
2'-0" 4'-0" 2'-0" 2'-0" 2'-0"
3'-4"
4' -4
F9
12'-4"
'-4
GL-1
4 1/2" 5'-9 3/4" 2" 5'-9 3/4" 2"
2" 3'
-0
2" 5'
-0
2" 2'
-8
2"
F6
ALUMINUM STOREFRONT - FIXED
(IMPACT RESISTANT)
GL-1
GL-1 GL-1
GL-1 GL-1
ALUMINUM STOREFRONT - FIXED
(IMPACT RESISTANT)
GL-1GL-1 GL-1 GL-1 GL-1 GL-1
GL-1
NEW SEALANT
NEW ALUMINUM STOREFRONT SYSTEM
JAMB; ATTACH TO STEEL PLATE
NEW GLAZING; REFER TO STOREFRONT
ELEVATIONS & GLAZING SCHEDULE
NEW BACKER-ROD & SEALANT
CORNER BEAD
EXISTING CMU TO REMAIN
EXISTING STEEL PLATE
NEW GYPSUM BOARD; ADHERE TO
STEEL PLATE, ATTACH TO METAL
STUD AND ABUT STOREFRONT FRAME
SELF-ADHERING BITUTHANE
FLASHING WRAP
EXISTING FURRING
EXISTING BRICK VENEER; REMOVE
AND REINSTALL AS REQUIRED TO
COMPLETE WORK
2"
EXISTING GYPSUM BOARD
CMU LINTEL BLOCK(S)
NEW CORNER BEAD
EXISTING STEEL PLATE
NEW GYPSUM BOARD; ATTACH TO
CHANNEL, ADHERE TO STEEL PLATE
AND ABUT STOREFRONT FRAME
EXISTING METAL TRACK
EXISTING FURRING
NEW SEALANT, TYP.
LAP FLUID APPLIED VAPOR BARRIER
OVER METAL FLASHING
NEW ALUMINUM STOREFRONT
SYSTEM FRAME; ATTACH TO
STEEL PLATE
HEAD FLASHING
NEW ROPE WEEPS @ 6 INCHES O.C.;
CAULK BETWEEN WEEPS ONLY
NEW CLOSURE STRIP BY
STOREFRONT MANUFACTURER
NEW GLAZING; REFER TO STOREFRONT
ELEVATIONS & GLAZING SCHEDULE
EXISTING BRICK VENEER; REMOVE
AND REINSTALL AS REQUIRED TO
COMPLETE WORK
2"
CMU LINTEL BLOCK
EXISTING CAST STONE OR BRICK
ROWLOCK; REMOVE TO ALLOW FLASHING
& WEEP INSTALLATION & REINSTALL
NEW SEALANT
END DAMN; SEAL TO ADJACENT BRICK
EXISTING GYPSUM BOARD
EXISTING STEEL PLATE
NEW ALUMINUM STOREFRONT SYSTEM
FRAME; ATTACH TO STEEL PLATE
EXISTING BRICK VENEER
EXISTING CMU
NEW GLAZING; REFER TO STOREFRONT
ELEVATIONS & GLAZING SCHEDULE
NEW SOLID SURFACE (SS-2) WINDOW
STOOL; ADHERE TO STEEL PLATE & ATTACH
TO METAL STUD; PLUG ATTACHMENT HOLES.
REFER TO COLOR SCHEDULE
THROUGH WALL FLASHING
NEW SEALANT
NEW SEALANT
NEW ROPE WEEP @ 6 INCHES O.C.,
DO NOT SEAL ABOVE FLASHING
NEW SILL FLASHING
EXISTING FURRING
EXISTING BRICK VENEER; REMOVE
AND REINSTALL AS REQUIRED TO
COMPLETE WORK
2"
NEW SEALANT
NEW HOLLOW METAL FRAME;
REFER TO SCHEDULE
NEW DOOR; REFER TO SCHEDULE
NEW BACKER-ROD & SEALANT
NEW CORNER BEAD
EXISTING CMU TO REMAIN
EXISTING STEEL PLATE
EXISTING FURRING
NEW GYPSUM BOARD; ADHERE TO STEEL
PLATE, ATTACH TO METAL CHANNEL AND
ABUT STOREFRONT FRAME
SELF-ADHERING BITUTHANE
FLASHING WRAP
EXISTING BRICK VENEER; REMOVE
AND REINSTALL AS REQUIRED TO
COMPLETE WORK
2"
DOOR; REFER TO
DOOR SCHEDULE
ALUMINUM STOREFRONT
SYSTEM FRAME
GLAZING; REFER TO ELEVATIONS
AND GLAZING SCHEDULE
EXISTING GYPSUM BOARD
EXISTING CMU LINTEL BLOCK(S)
NEW CORNER BEAD
EXISTING STEEL PLATE
NEW GYPSUM BOARD; ATTACH TO
CHANNEL, ADHERE TO STEEL PLATE
AND ABUT STOREFRONT FRAME
EXISTING METAL TRACK
EXISTING FURRING
NEW SEALANT, TYP.
NEW LAP FLUID APPLIED VAPOR
BARRIER OVER METAL FLASHING
NEW HEAD FLASHING
NEW ROPE WEEPS @ 6 INCHES O.C.;
CAULK BETWEEN WEEPS ONLY
NEW CLOSURE STRIP
NEW DOOR, REFER TO SCHEDULE
NEW HOLLOW METAL FRAME;
REFER TO SCHEDULE
NEW BACKER ROD &
SEALANT
2"
GLAZING; REFER TO
STOREFRONT ELEVATIONS
& GLAZING SCHEDULE
ALUMINUM STOREFRONT DOOR;
REFER TO SPECIFICATIONS
EXISTING CMU BEYOND
THRESHOLD; SET IN MASTIC; REFER
TO DOOR SCHEDULE & HARDWARE
SETS
EXISTING CONCRETE PADEXISTING CONCRETE SLAB;
REFER TO STRUCTURAL
BRICK VENEER BEYOND
GLAZING TYPES
MARK
GL-1 BRONZE, LOW E, INSULATED LARGE MISSLE IMPACT
RATED GLAZING.
DESCRIPTIONSIZE
1 5/16"
GL-2 CLEAR, TEMPERED GLAZING1/4"
REFER TO SPEC SECTION 08 81 00
GL-3 MIRROR9/16"
HOLLOW METAL DOOR,
REFER TO SCHEDULE
ALUMINUM THRESHOLD;
SET IN SEALANT
STRUCTURAL SLAB;
REFER TO STRUCTURAL
CONCRETE SLAB;
REFER TO CIVIL
EXPANSION MATERIAL
HOLLOW METAL DOOR FRAME,
REFER TO SCHEDULE
GARY J. BOEHM
CHARLESTON
NO. 2676 T
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RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
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DKFX 11-1166
3/8" = 1'-0"A611
1 WINDOW FRAME ELEVATIONS
3" = 1'-0"A610 A611
4 EXTERIOR WINDOW JAMB @ CMU
3" = 1'-0"A610 A611
6 EXTERIOR WINDOW HEAD @ CMU
3" = 1'-0"A611
3 EXTERIOR WINDOW SILL DETAIL
3" = 1'-0"A610 A611
7 HM DOOR JAMB @ CMU
3" = 1'-0"A610 A611
9 STOREFRONT (DOOR JAMB @ SIDELITE)
3" = 1'-0"A611
5 HM DOOR HEAD @ CMU
3" = 1'-0"A610 A611
8 STOREFRONT THRESHOLD
STOREFRONT & WINDOW NOTES
1 GLAZING SPECIFIED IN SECTION 08 81 00
2 BASIS OF DESIGN FOR IMPACT RESISTANT STOREFRONT &
WINDOWS - EFCO SERIES S526 (T) FINISH - AA - M10 022 A34,
REFER TO SPEC. SECTION 08 43 13.
3 EXTERIOR ENTRANCE DOOR, BASIS OF DESIGN - EFCO D300,
MEDIUM STILE
4 BASIS OF DESIGN FOR INTERIOR STOREFRONT - EFCO SERIES
401, COLOR DARK BRONZE, FINISH - AA - M10 022 A34, REFER
TO SPEC. SECTION 08 41 13.
5 ALL WINDOWS TO BE FIXED
6 ALL WINDOW PROFILES TO BE LIKE PROFILES A611
7 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ROUGH
OPENING SIZES
3" = 1'-0"A611
2 EXTERIOR HM DOOR THRESHOLD
AD
DE
ND
UM
N
O.
M
EM
8/
/1
GJ
DESIGN CONDITIONS
INDOOR: 76F DB / 50% RH
OUTDOOR: 94F DB / 78F WBSUMMER
OUTDOOR: 25F DBWINTER
INDOOR: 69F DB / 50% RH
OUTDOOR: 25F DBWINTER
WORK BAY INDOOR: 65F DB / 50% RH
OUTDOOR: 25F DBWINTER
KIT ROOM INDOOR: 55F DB / 50% RH
OUTDOOR: 25F DBWINTER
ENGINE
BARN
INDOOR: 55F DB / 50% RH
HVAC LEGEND
AUTOMATIC BALANCING CONTROL VALVE
SIDEWALL REGISTER
LINEAR SIDEWALL REGISTER
S.R.
L.S.R.
DOOR GRILLE
MANUAL DAMPER
FIRE DAMPER
TURNING VANES
FLEXIBLE DUCT CONNECTION
D.G.
M.D.
F.D.
HOSE BIBB
DIRECTION OF PIPING FLOW
PIPING SLOPE
PIPE CAP
DRAIN VALVE W/ HOSE CONNECTION
AUTOMATIC AIR VENT
BASKET STRAINER
RELIEF VALVE
FLANGE CONNECTION
M
M
FLANGED JOINT
ELBOW UP
ELBOW DOWN
TEE UP
TEE DOWN
ELBOW SIDE
TEE SIDE
BUTTERFLY VALVE
BALL VALVE
CIRCUIT SETTER/
BALANCING
VALVE
PIPE WITH HEAT TRACING
INSULATION AND JACKET
S
SOLENOID VALVE
SWING CHECK VALVE
CIRCUIT SENSOR
BACKFLOW PREVENTER
PRESSURE REDUCING VALVE
UNION
ECCENTRIC REDUCER/INCREASER
CONCENTRIC REDUCER/INCREASER
3'WAY CONTROL VALVE
2'WAY CONTROL VALVE
MOTORIZED BALL VALVE
MOTORIZED BUTTERFLY VALVE
END SUCTION PUMP
PUMP CONNECTOR/FLEX CONNECTOR
WYE STRAINER
WYE STRAINER W/BLOWDOWN BALL VALVE
WITH HOSE CONNECTION
GATE VALVE
PUMP SUCTION DIFFUSERPSD
M
CIRCUIT SETTER
EARTHQUAKE VALVE
TRIPLE DUTY VALVE
SUPPLY, RETURN, & EXHAUST DUCT
EQUIPMENT CLEARANCE
VARIABLE VOLUME TERMINAL UNITVAV
MOTORIZED
BUTTERFLY VALVE
BALL VALVE
CABLE OPERATED DAMPER
CONDENSING UNIT
MOTORIZED DAMPER
THERMOSTAT
SMOKE DETECTOR (DUCT MOUNTED)
CARBON MONOXIDE SENSOR
AIR TERMINAL
DIFFUSER (CEILING
MOUNTED)
AIR TERMINAL
RETURN GRILLE
(CEILING MOUNTED)
PREINSULATED FLEXIBLE DUCT
CONNECTION TO EXISTING SYSTEM
SD
CO
AIR TERMINAL
EXHAUST GRILLE
(CEILING MOUNTED)
AIR TERMINAL TAG, X=TYPE MARK,
Y=CFM
THERMOSTAT (DUCT MOUNTED)
X Y
T
T
M
NITROUS OXIDE SENSORNO2
DISCONNECT FROM EXISTING SYSTEM
MECHANICAL COMPONENT IMPORTANCE FACTOR (Ip) DESIGNATION
IBC�2015 /ASCE 7�10
SEISMIC AND WIND REQUIREMENTS
FOR MECHANICAL SYSTEMS
COMPONENT IMPORTANCE FACTOR (Ip)
Ip = 1.0 Ip = 1.5
RESTRAIN IF TOTAL WEIGHT OF DUCTS
ON TRAPEZE > 10 LBS/FT
44 RESTRAIN IF TOTAL WEIGHT OF DUCTS
ON TRAPEZE > 10 LBS/FT
MULTIPLE DUCTS ON TRAPEZE
5'
6 SQ.FT. AND LARGER
RESTRAIN IF ANY PIPE
ON TRAPEZE > 1"
RESTRAIN IF TOTAL WEIGHT OF PIPES
ON TRAPEZE > 10 LBS/FT
4 RESTRAIN ALL
RESTRAIN IF ANY PIPE
ON TRAPEZE > 3"
RESTRAIN IF TOTAL WEIGHT OF PIPES
ON TRAPEZE > 10 LBS/FT
RESTRAIN ALL
SUSPENDED PIPE ON TRAPEZE
SUSPENDED NON DUCTILE PIPING
(CAST IRON, PLASTIC, CERAMIC)
NOTES:
1. EQUIPMENT 20 LBS. OR LESS IS EXEMPT IF FLEXIBLE CONNECTIONS ARE PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.
2. RESTRAINTS ARE NOT REQUIRED IF THE COMPONENT WEIGHS 400 LBS. OR LESS, IS MOUNTED AT 4 FT. OR LESS ABOVE A FLOOR, AND HAS FLEXIBLE CONNECTIONS
BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.
3. FLEXIBLE CONNECTIONS REQUIRED FOR PIPE CONNECTIONS ONLY.
4. RESTRAINT IS NOT REQUIRED IF THE PIPING / DUCTWORK IS SUPPORTED BY HANGERS AND EACH HANGER IN THE PIPING RUN IS 12 IN. OR LESS IN LENGTH FROM THE TOP OF THE PIPE TO THE SUPPORTING STRUCTURE. WHERE PIPES ARE SUPPORTED ON A TRAPEZE, THE TRAPEZE SHALL BE SUPPORTED BY HANGERS HAVING A LENGTH OF 12 IN.
OR LESS. WHERE ROD HANGERS ARE USED, THEY SHALL BE EQUIPPED WITH SWIVELS, EYE NUTS OR OTHER DEVICES TO PREVENT BENDING IN THE ROD.
5. ALL DUCTWORK , REGARDLESS OF SIZE, DESIGNED TO CARRY TOXIC, HIGHLY TOXIC, OR EXPLOSIVE GASES OR USED FOR SMOKE CONTROL MUST BE RESTRAINED.
6. COMPONENT CERTIFICATION MUST BE SUPPLIED BY THE EQUIPMENT MANUFACTURER AT TIME OF SUBMITTAL FOR REVIEW BY ENGINEER OF RECORD.
A. PER SECTION 301.15 OF THE 2015 EDITION OF THE INTERNATIONAL MECHANICAL CODE, MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS (INCLUDING ROOF CURBS & ROOF RAILS) EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH THE NTERNATIONAL BUILDING CODE. WHERE SEISMIC RESTRAINT IS REQUIRED, THE MORE DEMANDING FORCE OF WIND AND SEISMIC MUST BE USED. SEE SEISMIC INFORMATION CONTAINED IN THE STRUCTURAL DRAWINGS FOR SITE SPECIFIC INFORMATION ON SEISMIC DESIGN CATEGORY.
B. SEE EQUIPMENT SCHEDULES AND DETAILS FOR SPECIFIC COMPONENT IMPORTANCE FACTOR DESIGNATIONS.
C. USE APPLICABLE TABLE BELOW TO DETERMINE SEISMIC RESTRAINT REQUIREMENTS FOR EACH MECHANICAL COMPONENT.
D. FOR ALL COMPONENTS REQUIRING SEISMIC RESTRAINT, THE COMPONENT SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL. SUBMITTALS MUST INCLUDE STAMPED AND SIGNED DRAWINGS AND CALCULATIONS.
E. WHERE SEISMIC RESTRAINT IS REQUIRED, HOUSEKEEPING PADS NEEDED FOR THE INSTALLATION OF EQUIPMENT UNDER THIS CONTRACT MUST BE DESIGNED BY THE SEISMIC ENGINEER. DO NOT POUR ANY HOUSEKEEPING PADS PRIOR TO THE RECEIPT OF THE SEISMIC SUBMITTAL.
F. SEISMIC RESTRAINTS FOR PIPING AND DUCTWORK MUST BE SHOWN ON LAYOUT DRAWINGS SHOWING SPECIFIC RESTRAINT LOCATIONS ALONG WITH
ACCOMPANYING DETAILS AND CALCULATIONS.
NOTES
1.51.0
REQUIRED
NOT REQUIRED
COMPONENT CERTIFICATION
(SEE NOTE 6)
6 SQ.FT. AND LARGERDUCTWORK
4>1"4>3"SUSPENDED DUCTILE PIPING
(STEEL, ALUMINUM, COPPER, ETC.)
'RESTRAIN ALL1RESTRAIN ALLNOT INLINE W/
DUCT/PIPE
3RESTRAIN IF >75 LBS
PROVIDE FLEX. CONN.
3RESTRAIN IF >75 LBS
PROVIDE FLEX. CONN.
INLINE W/ DUCT
SUSPENDED
EQUIPMENT
'RESTRAIN ALL1RESTRAIN ALLCOMPONENT SUPPORTS
'RESTRAIN ALL1, 2RESTRAIN ALLWALL MOUNTED
'RESTRAIN ALL1, 2RESTRAIN ALLFLOOR MOUNTED
'RESTRAIN ALL1RESTRAIN ALLROOF MOUNTED
SEISMIC RESTRAINT
REQUIREMENT
NOTESSEISMIC RESTRAINT
REQUIREMENTCOMPONENT IDENTIFICATION
SEISMIC DESIGN CATEGORIES D,E,F
ALL HVAC COMPONENTS EXCEPT AS NOTED IN Ip=1.5
GENERAL HVAC NOTES
THE DRAWINGS SHOW THE GENERAL ARRANGEMENT AND LOCATION OF EQUIPMENT, DUCTWORK, PIPING, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MECHANICAL INSTALLATION W/ THE STRUCTURE AND OTHER TRADES AND SHALL PROVIDE
ADDITIONAL OFFSETS AND FITTINGS AS NECESSARY.
COORDINATE WORK WITH AUTHORITY HAVING JURISDICTION AND OBTAIN ALL PERMITS AND INSPECTIONS.
PROVIDE OWNER WITH CERTIFICATES OF FINAL INSPECTION AND ACCEPTANCE FROM AUTHORITY HAVING JURISDICTION.
THE HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS SHALL COMPLY WITH THE THE CODES LISTED ON THIS SHEET AS WELL AS ALL LOCAL CODE OFFICIAL REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN CODES, THE MOST STRINGENT SHALL ALWAYS
GOVERN.
DUCT DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.
THE CONTRACTOR SHALL CHECK AND VERIFY ALL CLEARANCES PRIOR TO FABRICATION OR INSTALLATION OF EQUIPMENT, DUCTWORK, AND PIPING SYSTEMS. WHERE CONDITIONS REQUIRE A CHANGE IN DUCT OR PIPE ROUTING, NOTIFY THE ARCHITECT FOR AN ACCEPTABLE ALTERNATIVE METHOD. AVOID ROUTING DUCTWORK DIRECTLY OVER LIGHT FIXTURES, DIFFUSERS, AND OTHER CEILING MTD. DEVICES.
LOCATE ALL MECHANICAL EQUIPMENT SO THAT FILTERS AND COMPONENTS REQUIRING ACCESS (SERVICE AND MAINTENANCE) ARE FULLY
ACCESSIBLE.
PROVIDE CURVED RADIUS ELBOW AT FIRST SUPPLY & RETURN FITTING FOR ALL HVAC UNITS. PROVIDE TURNING VANES IN ALL 90 DEGREE ELBOWS IN ALL RECTANGULAR SUPPLY/RETURN/EXHAUST DUCT SYSTEMS. ANY OFFSETS REQUIRED IN DUCT SYSTEMS SHALL BE INSTALLED PER SMACNA 2005 3RD EDITION MANUAL . SHARP ANGLED TRANSITIONS OR OFFSETS 'WILL NOT BE ALLOWED'. PROVIDE DUCT
ACCESS DOORS AS REQUIRED.
INSTALL ALL DUCT MOUNTED DEVICES (DAMPERS, ACCESS DOORS, ETC.) AND PIPING SPECIALTIES IN EASILY ACCESSIBLE LOCATIONS.
ADVISE THE ARCHITECT IN ADVANCE OF INSTALLATION IF ACCESS WILL BE HINDERED SO AN ALTERNATE LOCATION CAN BE SELECTED.
ALL DUCT TAKE'OFFS SHALL BE INSTALLED AS SHOWN BY DETAILS ON THE PLANS WITH A MANUAL BALANCING DAMPER AT EVERY TAKE' OFF. WHERE DUCT RUN'OUT SIZE IS NOT SHOWN PROVIDE DUCT SAME SIZE AS GRILLE NECK SIZE. PRE'INSULATED FLEXIBLE DUCT MAY
BE USED FOR FINAL CONNECTION TO SUPPLY GRILLES (MAX. LENGTH 5').
ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH PRESCRIBED CLEARANCES FOR SERVICE AND MAINTENANCE. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF RECOMMENDED
CLEARANCES ARE NOT POSSIBLE BEFORE INSTALLING EQUIPMENT.
ALL ROTATING MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH VIBRATION ISOLATION. PROVIDE FLEXIBLE NEOPRENE DUCT
CONNECTORS BETWEEN DUCTWORK AND ISOLATED MECHANICAL EQUIPMENT.
THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF FIRE RATED WALLS/FLOORS/CEILINGS BY DUCTWORK PIPING, ETC., WITH U.L.
LISTED FIRE STOPPING MATERIAL TO MAINTAIN FIRE RATING OF THE BARRIER.
SEISMIC PROTECTION OF EQUIPMENT, DUCTWORK, PIPING AND UTILITIES SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 16 OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION. ALL SEISMIC RESTRAINT AND BRACING SHALL BE SUBSTANTIATED BY MANUFACTURER'S SUBMITTALS PER THE SPECIFICATIONS. FOR ADDITIONAL INFORMATION, SEE 'SEISMIC AND WIND REQUIREMENTS FOR MECHANICAL SYSTEMS' ON THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF SEISMIC BRACING DEVICES WITH THE OWNER'S SEISMIC SPECIAL INSPECTOR. PROVIDE A MINIMUM OF SEVEN DAYS ADVANCE NOTICE OF INSTALLATION.
BALANCE ALL AIR DISTRIBUTION DEVICES, EXHAUST FANS, AND OUTSIDE AIR QUANTITIES AS SCHEDULED OR SHOWN ON THE DRAWINGS.
PROVIDE MARKERS AT ALL DAMPER LOCATIONS SHOWING FULL OPEN/CLOSED POSITIONS AND DAMPER SETTING FOR REQUIRED AIRFLOW. PROVIDE FINAL TEST AND BALANCE REPORT ALONG W/ SCHEMATIC DRAWINGS SHOWING DIFFUSER LOCATION W/ DESIGN AND ACTUAL CFM. THE DIFFUSER TAGS ON THE DRAWINGS SHALL CORRESPOND TO THE DIFFUSER TAGS ON THE REPORT. THIS REPORT SHALL BE SUBMITTED BEFORE THE FINAL INSPECTION IS PERFORMED. SEE SPECIFICATIONS FOR FURTHER INFORMATION.
ALL CONTROL WIRING, CONDUIT AND CONTROLS ACCESSORIES NECESSARY TO IMPLEMENT THE OUTLINED SEQUENCES OF OPERATION
SHALL BE PROVIDED BY THE CONTROLS CONTRACTOR.
WIND LOAD PROTECTION OF ROOF MOUNTED EQUIPMENT AND DUCTWORK SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 16 OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION. ALL WIND LOAD RESTRAINT AND BRACING SHALL BE SUBSTANTIATED BY
MANUFACTURER'S SUBMITTALS PER THE SPECIFICATIONS.
ALL EXPOSED PIPING AND DUCTWORK SHALL BE PAINTED. COORDINATE W/ ARCHITECTURAL PLANS/SPECIFICATIONS FOR EXPOSED
LOCATIONS AND PAINTING REQUIREMENTS.
SEE ARCHITECTURAL DOCUMENTS FOR ROOF PENETRATION AND FLASHING REQUIREMENTS.
WHERE "APPROXIMATELY" IS USED TO DEFINE INSTALLATION LOCATIONS, CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO
VERIFY THERE ARE NO CONFLICTS PRIOR TO INSTALLATION AT DIMENSION LISTED.
THE SUPPLY AND RETURN DUCT SYSTEM ASSOCIATED WITH AHU'3 SHALL BE SUBJECT TO DUCT AIR LEAKING TESTING (DALT) PER SPECIFICATION NO. 23 05 93. THE DUCTWORK ASSOCIATED WITH THE DALT SHALL REQUIRE A SEAL CLASS A AND A LEAKAGE CLASS OF 6 CFM PER 100 SF OF RECTANGULAR DUCT AND 3 CFM PER 100 SF AT 1'IN. W.G. OF PRESSURE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
DESCRIPTION
INTERNATIONAL BUILDING CODE
INTERNATIONAL ENERGY CONSERVATION CODE
INTERNATIONAL MECHANICAL CODE
STANDARD FOR THE INSTALLATION AIR'CONDITIONING &
VENTILATING SYSTEMS
MANUAL FOR THE BALANCING & ADJUSTMENT OF AIR
DISTRIBUTION SYSTEMS
CODE
IBC (2015)
IECC (2009)
IMC (2015)
NFPA 90A (2009)
SMACNA
MECHANICAL CODES & STANDARDS
DESCRIPTION
EXISTING
ADJUSTABLE
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLER
AIR HANDLING UNIT
AIR PRESSURE DROP
BRAKE HORSE POWER
BUILDING MANAGMENT SYSTEM
BASIS OF DESIGN
BASIS OF PIPE
CUBIC FEET PER MINUTE
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
CONDENSING UNIT
CHILLED WATER RETURN
CHILLED WATER SUPPLY
DECIBELS
DIRECT DIGITAL CONTROLS
DIAMETER
DRAIN
EXHAUST AIR
EXHAUST FAN
ELECTRIC HEATER
ENERGY MANAGEMENT CONTROL SYSTEM
EQUALIZER
EXTERNAL STATIC PRESSURE
DEGREES FAHRENHEIT
FLOOR DRAIN
FAN ROTATIONS PER MINUTE
FEET
FEET PER MINUTE
GALLONS PER MINUTE
HUB DRAIN
HORSEPOWER
HEATING HOT WATER RETURN
HEATING HOT WATER SUPPLY
INCHES
LEAVING AIR TEMPERATURE
THOUSANDS OF BTU'S PER HOUR
MECHANICAL CONTRACTOR
NOISE CRITERIA
NATURAL GAS PIPING
NORMALLY OPEN
OUTSIDE AIR
OVER FLOW
PLUMBING CONTRACTOR
PRESSURE DROP
PIPE SUPPORT
RETURN AIR
REFRIGERANT
RELATIVE HUMIDITY
REMOTE MONITOR
ROTATIONS PER MINUTE
SUPPLY AIR
SUPPLY FAN
TRIPLE DUTY VALVE
TEMPERED WATER
TYPICAL
UNDERGROUND
UNIT HEATER
UNLESS OTHERWISE NOTED
VARIABLE FREQUENCY DRIVE
VENT
WITH
WIRE MESH SCREEN
ABR
(E)
ADJ
AFF
AFG
AH
AHU
APD
BHP
BMS
BOD
BOP
CFM
CR
CS
CU
CHWR
CHWS
DB
DDC
DIA
DRN
EA
EF
EH
EMCS
EQ
ESP
°F
FD
FRPM
FT
FPM
GPM
HD
HP
HWR
HWS
IN
LAT
MBH
MC
NC
NG
NO
OA
OF
PC
PD
PS
RA
REFR
RH
RM
RPM
SA
SF
TDV
TW
TYP
UG
UH
UNO
VFD
VNT
W/
WMS
ABBREVIATIONS
G
E W
B
A IR AS
I N 62 8
T H
IR
A
D
MAN
CO
M
MO
IT Y
B I L
SEAL AREA
OFSHEET
D
AT
E
P R E P
B Y
A P P R 'D
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
D
EP
AR
TM
EN
T O F
TH
E
AI
R
FO
R C E
AI
R
M O B
IL
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Y C O M M
AN
D
R E V
D A T E
D E S C R
IP
T
IO
N
D R A W
IN
G
R E V
IS
IO
N S
C H
K
BY
D
R
AW
N B
Y:
D
SG
N
B Y:
SU
PV
C H
E N
G R
G
LI
C K/
BO
EH
M
A
SS
O C
IA
TE
S, IN
C
K
IN
G
S
TR
E E
T, S
U
IT
E
C H
AR
LE
ST
O
N , S
C
J O
IN
T
B A S E
C H A R L E S T O N
C H A R L E S T O N S C
ARCH E(30X42)
M001
H
VA
C
N O
TE
S
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G
EN
D S
E A
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A G
M A
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3/
R
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AI
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AI
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T M
AI
N
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N
AN
C E
R
EP
AI
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R C R
AF
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N
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C E
R
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AI
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AF
T M
AI
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AI
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R C R
AF
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C E
FA
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Y B U
IL
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E
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IL
IT
Y B U
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B
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C
IL
IT
Y B U
IL
D
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B
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E
FA
C
IL
IT
Y B U
IL
D
IN
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AS
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DKFX'11'1166
SEE ARCHITECTURAL
PLANS FOR PHASING
INFORMATION
A
D D
E N
D U
M
R
No.
K
TU
S
A
M K
YA. U
A
A
27045
RCAH OL INN
E E
D
R
P
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01/27/2017
| Sheets |
| A101 - AREA D (ADMIN AREA) PLAN |
| A102 - AREA E (KIT ROOM) PLAN |
| A610 - DOOR SCHEDULE & DETAILS |
| A611 - DOOR & WINDOW DETAILS |
| JBCHS AB Bldg - Sheet - A102 - AREA E (KIT ROOM) PLAN.PDF |
| Sheets |
| A101 - AREA D (ADMIN AREA) PLAN |
| A102 - AREA E (KIT ROOM) PLAN |
| A610 - DOOR SCHEDULE & DETAILS |
| A611 - DOOR & WINDOW DETAILS |
| JBCHS AB Bldg - Sheet - A610 - DOOR SCHEDULE & DETAILS.pdf |
| Sheets |
| A101 - AREA D (ADMIN AREA) PLAN |
| A102 - AREA E (KIT ROOM) PLAN |
| A610 - DOOR SCHEDULE & DETAILS |
| A611 - DOOR & WINDOW DETAILS |
| JBCHS AB Bldg - Sheet - A611 - DOOR & WINDOW DETAILS.PDF |
| Sheets |
| A101 - AREA D (ADMIN AREA) PLAN |
| A102 - AREA E (KIT ROOM) PLAN |
| A610 - DOOR SCHEDULE & DETAILS |
| A611 - DOOR & WINDOW DETAILS |
File details come from the government source that posted it. Updated .