W912QR23B0013_Plans-0000.pdf
PDF 5 MB Posted
- Attached to
- JB Andrews - Repairs of Hangar 10 & Hangar 11
- Solicitation number
- W912QR23B0013
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
W
2Q R
B0
3_
Pl an s-
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
12 June 2023
W912QR23B0013
2Q R
B0
3_
Pl an s-
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
LIMIT OF REMOVALS
8'-0" 8'-0"8'-0"
LIMITS OF REMOVALS
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-101
R O
O F
PL
AN
H
AN
G
AR
C
.A R
N O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SHEET KEY NOTES
1. PROVIDE CURB MOUNTED ROOF HATCH AND CURB. CURB TO BE BUILT TO
MATCH SLOPE, ADD NECESSARY ADDITIONAL FRAMING FOR SUPPORT.
LEGEND GENERAL SHEET NOTES
1. NEW TPO ASSEMBLY
A. 60 MIL TPO MEMBRANE
B. 1/2" COVERBOARD
C. (2) LAYERS 1-1/2" POLYISOCYANURATE INSULATION
D. SELF ADHERED VAPOR BARRIER
E. EXISTING CONCRETE DECK
2. NEW TPO ROOF ASSEMBLEY TO TIE-IN TO EXISTING
A. 60 MIL TPO MEMBRANE
B. (2) LAYERS 1-1/2" POLYISOCYANURATE INSULATION
C. EXISTING GYPSUM ROOF DECK
3. NEW MODIFIED BITUMEN ROOF ASSEMBLY TO TIE-IN TO EXISTING
A. MODIFIED BITUMEN CAP SHEET
B. MODIFIED BITUMEN BASE SHEET
C. 3/4" PERLITE COVER BOARD
D. EXISTING CONCRETE ROOF DECK
4. EXISTING LIGHTNING PROTECTION SYSTEM TO BE REMOVED. SEE DRAWINGS
E-101 THROUGH E-103 AND E-501 FOR NEW LIGHTING PROTECTION SYSTEM.
0 8' 32'16'
ROOF EDGE
ROOF AREA DESIGNATOR
ROOF EDGE WITH GUTTER AND DOWNSPOUT
PIPE PENETRATION
LIGHTNING PROTECTION
FALL ARREST SYSTEM
EQUIPMENT CURB
LIGHTNING PROTECTION CABLE
ROOF ACCESS LADDER
A3 ROOF PLAN - HANGAR 10
SCALE: 1/16"=1'-0"
NORTH
PLAN
A3 A-501
A4 A-504
A2 A-502
TYP.
A5 A-503
A3 A-501
TYP.
E1 A-501
TYP.
D1 A-503
TYP. A1
A-504
TYP.
D5 A-502
TYP.
A6 A-502
TYP.
E2 A-502
TYP.
NEW ROOF HATCH
A5 A-503
W
2Q R
B0
3_
Pl an s-
LIMIT OF REMOVALS
8'-0"
LIMIT OF REMOVALS
8'-0"8'-0"
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-102
R O
O F
PL
AN
H
AN
G
AR
C
.A R
N O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
SHEET KEY NOTES
1. REMOVE EXISTING FLASHING FROM CURBS REATTACH CURB FLANGES.
RE-FLASH CURBS.
2. PROVIDE CURB MOUNTED ROOF HATCH.CURBS TO MATCH SLOPE. ADD
NECESSARY ADDITIONAL FRAME FOR SUPPORT.
LEGEND GENERAL SHEET NOTES
1. NEW TPO ROOF ASSEMBLEY
A. 60 MIL TPO MEMBRANE
B. 1/2" COVERBOARD
C. (2) LAYERS 1-1/2" POLYISOCYANURATE INSULATION
D. SELF ADHERED VAPOR BARRIER
E. EXISTING CONCRETE ROOF DECK
2. NEW TPO ROOF ASSEMBLY TO TIE-IN TO EXISTING
A. 60 MIL TPO MEMBRANE
B. (2) LAYERS 1-1/2" POLYISOCYANURATE INSULATION TO MATCH EXISTING
C. EXISTING METAL ROOF DECK
3. NEW MODIFIED BITUMEN ROOF ASSEMBLY TO TIE-IN TO EXISTING
A. MODIFIED BITUMEN CAP SHEET
B. MODIFIED BITUMEN BASE SHEET
C. 3/4" PERLITE COVER BOARD
D. EXISTING CONCRETE ROOF DECK
4. EXISTING LIGHTNING PROTECTION SYSTEM TO BE REMOVED. SEE DRAWINGS
E-101 THROUGH E-103 AND E-501 FOR NEW LIGHTING PROTECTION SYSTEM.
0 60'40'20'
ROOF EDGE
ROOF AREA DESIGNATOR
ROOF EDGE WITH GUTTER AND DOWNSPOUT
PIPE PENETRATION
EQUIPMENT CURB
GAS LINE
ROOF ACCESS LADDER
FALL ARREST SYSTEM
LIGHTNING PROTECTION
LIGHTNING PROTECTION CABLE
A3 ROOF PLAN - HANGAR 11
SCALE: 1"=20'-0"
NORTH
PLAN
A1 A-503
TYP.
E1 A-501
TYP.
A1 A-504
TYP.
A6 A-502
TYP.
A5 A-503
A3 A-501
TYP.
A5 A-503
A4 A-504
TYP.
D5 A-502
TYP.
A3 A-501
TYP.
E2 A-502
TYP.
NEW ROOF HATCH
A5 A-503
W
2Q R
B0
3_
Pl an s-
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-201
N O
R
TH
-S O
U
TH
E
LE
VA
TI
O N
-H
AN
G
AR
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
SHEET KEY NOTES#
LEGEND GENERAL SHEET NOTES
E3 NORTH ELEVATION - HANGAR 10
SCALE: 1/16"=1'-0"
A3 SOUTH ELEVATION - HANGAR 10
SCALE: 1/16"=1'-0" 0 8' 32'16'
0 8' 32'16'
D1004
D1001 D1005
D1009
D1001
K1001K1001K1001K1001
HD1001 HD1001
W
2Q R
B0
3_
Pl an s-
DS DS DS DS DS DS DS DS DS
DS DS DS DS DS DS DS
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-202
EA
ST
-W
ES
T
EL
EV
AT
IO
N
H
AN
G
AR
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SHEET KEY NOTES#
GENERAL SHEET NOTES
0 8' 32'16'
0 8' 32'16'E2 EAST ELEVATION - HANGAR 10
SCALE: 1/16"=1'-0"
A2 WEST ELEVATION - HANGAR 10
SCALE: 1/16"=1'-0"
LEGEND
W1003 W1003 W1003 W1003
D1002
W1004
D1009
W1003 W1001 W1001 W1001
W1003
W1002 D1008
W1002 W1002
D1006 W1003 W1003 W1003 W1003
W1002 W1002
D1007 W1003 D1003
W1003
W1002
D1006
W1002 W1003 W1003
W1003
W
2Q R
B0
3_
Pl an s-
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-203
N O
R
TH
-S O
U
TH
E
LE
VA
TI
O N
-H
AN
G
AR
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
SHEET KEY NOTES#
GENERAL SHEET NOTES
0 8' 32'16'
0 8' 32'16'E2 NORTH ELEVATION - HANGAR 11
SCALE: 1/16"=1'-0"
A2 SOUTH ELEVATION - HANGAR 11
SCALE: 1/16"=1'-0"
LEGEND
D1105 D1104
D1108
K1101 K1101 K1101 K1101 K1101 K1101
HD1101 HD1101
HD1101 HD1101
W
2Q R
B0
3_
Pl an s-
DS DSDS DS DS DS DS DS DS DS DS DS
DSDSDSDSDSDSDSDSDSDSDSDS
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-204
EA
ST
-W
ES
T
EL
EV
AT
IO
N
-H
AN
G
AR
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
SHEET KEY NOTES#
GENERAL SHEET NOTES
E2 EAST ELEVATION - HANGAR 11
SCALE: 1"=20'-0"
A2 WEST ELEVATION - HANGAR 11
SCALE: 1"=20'-0"
LEGEND
0 60'40'20'
0 60'40'20'
D1102 W1102
W1102
W1101
W1101
D1103
D1101
W1101
W1101
W1101
W1101
W1101
D1109
W1101
W1101
W1101
W1101
D1107 D1105
W1103 W1103
D1106
W1104 W1104
D1105
W1103
W1103
W1103
W1103 W1104
D1106
W1103
W1103
D1110
W1103
W1103
W1103 W104
D1104
W1103
W1103
W1103
D1102
ELEVATION E-5
ELEVATION E-5
W
2Q R
B0
3_
Pl an s-
A3 KNEE WALL WITH NEW SSMR PANEL
SCALE: 3"=1'-0"
E1 CONCRETE COLUMN END CAP
SCALE: 3"=1'-0"
COVER BOARD
SINGLE PLY
MEMBRANE
HOT-AIR WELD
FLASHING MEMBRANE
EXISTING ROOF DECK
ROOF
INSULATION
NOTES:
1. ADJUST FRAMING FOR ANGLE CHANGE IF NECESSARY.
2. PANEL TO BE CUT AND MODIFIED TO TURN ONTO APRON CLOSURE.
3. EXISTING RETROFIT FRAMING TO BE REMOVED AT BASE WHERE METAL AND SINGLE PLY ROOFS INTERSECT.
4. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY, FLASH SIMILARLY.
EDGE METAL
SSMR PANEL
CONCEALED PANEL CLIP
CONTINUOUS
CLEAT
CAP SHEET
FLASHING
TERM BAR
EXISTING METAL PANEL
APRON CLOSURE
NEW FRAMING COMPONENT
BREAD PAN PANEL ENDS
EXISTING FRAMING COMPONENT
EXISTING FRAMING
EXISTING FRAMING
CONTINUOUS BUTYL TAPE
"Z" CLOSURE
NEW FRAMING
COMPONENT
1/2" PLYWOOD
WOOD NAILER
BUTYL TAPE AT RIB
BASE SHEET EXISTING MODIFIED BITUMEN
FRAMED KNEE WALL
SELF ADHERED VAPOR
BARRIER
TERM BAR FASTENED
AT 8" O.C.
FASTENER W/ BOARDED
WASHER 12" O.C.
STEEL BASE PLATE
CONCRETE MASONRY
SCREW ANCHORS SPACED
AT 16" O.C. STAGGERED
1' -6
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY, FLASH SIMILARLY.
2. REMOVE ALL EXISTING WOOD FRAMING.
3. SLOPE IN EXISTING ROOF DECK MAY NOT BE SHOWN.
4. TAPERED INSULATION MAY NOT BE SHOWN.
EXISTING ROOF
DECK
ROOF
INSULATION
COVER BOARD
SINGLE PLY MEMBRANE
REINFORCING PLY
REINFORCING PLY
SINGLE PLY
MEMBRANE
FLASHING PLY
SELF ADHERED
VAPOR BARRIER
HOT AIR WELD HOT AIR WELD
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-501
R O
O F
D
ET
AI
LS
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
GENERAL SHEET NOTES
SHEET KEY NOTES#
1. DETAILS SHOWN ARE TYPICAL CONDITIONS, CONDITIONS MAY VARY BUT
SHOULD BE ADDRESSED SIMILARLY.
2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION.
3. REFER TO MANUFACTURER AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
W
2Q R
B0
3_
Pl an s-
A2 TYPICAL PIPE PENETRATION-METAL ROOF
SCALE: N.T.S. A6 RAKE EDGE
SCALE: 3"=1'-0"
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY, FLASH SIMILARLY.
2. MODIFY/ ADD NEW WOOD NAILERS TO MATCH NEW INSULATION THICKNESS.
3. SLOPE IN EXISTING ROOF DECK MAY NOT BE SHOWN.
EDGE METAL
CONTINUOUS
CLEAT
WOOD NAILERS
EXISTING WALL
EXISTING ROOF
DECK
ROOF
INSULATION
COVER BOARD
SINGLE PLY MEMBRANE
FLASHING PLY
HOT-AIR WELD
HOT-AIR WELD
SELF ADHERED
VAPOR BARRIER
NOTES:
1. ALL DAMAGED VENT PIPES TO BE REPLACED USING SCHEDULE 40 PVC WITH APPROPRIATE CONNECTIONS.
2. ALL PIPE PENETRATION BOOTS TO BE REPLACED WITH HIGH TEMP NEOPRENE FLASHING.
3. SNOW GUARDS TO BE INSTALLED AT ALL PIPE PENETRATIONS VENT SAVER HD WITH STAINLESS STEEL
VENT SAVER PLATE KIT 12-24 TO BE USED FOR BASIS OF DESIGN.
4. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY.
5. HOT STACKS TO BE FLASHED SIMILARLY WITH HEAT RESISTANT BOOT, REFER TO SPECIFICATIONS.
EXISTING PIPE
PENETRATION
NEW STAINLESS
STEEL CLAMP
NEW PIPE FLASHING
METAL ROOF
PANEL
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY, FLASH SIMILARLY.
2. SLOPE IN EXISTING ROOF DECK MAY NOT BE SHOWN.
INSULATION
COVER BOARD
STAINLESS STEEL CLAMPING RING
WATER CUT-OFF MASTIC AND
CONTINUOUS SEALANT
EXISTING PIPE PENETRATION
STAINLESS STEEL CLAMPING RING
CONTINUOUS SEALANT ALL AROUND
STAINLESS STEEL HOOD
PRE-MOLDED
PRESSURE-SENSITIVE PIPE SEAL
SINGLE PLY
MEMBRANE
CONTINUOUS SEALANT
PENETRATION BOOT
NEW PRIMER
EXISTING ROOF
DECK
SELF ADHERED
VAPOR BARRIER
D5 PIPE PENETRATION
SCALE: 3"=1'-0"
NEW MEMBRANESTRIP IN FIELD WRAP
EXISTING MEMBRANE
EXISTING COVER BOARD
EXISTING INSULATION NEW INSULATION
EXISTING ROOF DECK SELF ADHERED
VAPOR BARRIER
10" MIN.
NOTES:
1. STAGGER INSULATION A MINIMUM OF 6" AT TIE IN TO ALLOW FOR THERMAL BREAK.
2. HEAT WELD NEW MEMBRANE TO UNDERSIDE OF EXISTING MEMRANE. INSTALL A WELD FIELD FIELD STRIP
OVER LAP AS SHOWN IN DETAIL DRAWING.
E2 FIELD STRIP IN MEMBRANE
SCALE: 3"=1'-0"
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-502
R O
O F
D
ET
AI
LS
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
GENERAL SHEET NOTES
SHEET KEY NOTES#
1. DETAILS SHOWN ARE TYPICAL CONDITIONS, CONDITIONS MAY VARY BUT
SHOULD BE ADDRESSED SIMILARLY.
2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION.
3. REFER TO MANUFACTURER AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
W
2Q R
B0
3_
Pl an s-
A1 ROOF TO ROOF HANGAR 11
SCALE: 3"=1'-0"
EDGE OF
VALLEY LINE
OF CRICKET
CLEATEDCLEATED
SHEET METAL
APRON
FLASHING
CLEATED
4"
12"
8"
4"
12"
30" MIN.
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY, FLASH SIMILARLY.
2. SLOPE IN EXISTING ROOF DECK MAY NOT BE SHOWN.
3. CLADDING COLOR TO MATCH COLOR OF ROOF.
ROOF
PENETRATION
SECTION A:A
SECTION A:A
CLEAT DETAIL
EQUIPMENT
BUTYL TAPE
FASTENER WITH
BUTYL TAPE
CLADDING
EXISTING CURB OR NEW
CURB FOR ROOF HATCH
CONTINUOUS
CLEAT
APRON (BASE ONLY)
"Z" CLOSURE
BUTYL TAPE
NEW FRAMING AT
PENETRATION
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY, FLASH SIMILARLY.
2. SLOPE IN EXISTING ROOF DECK MAY NOT BE SHOWN.
EXISTING ROOF
DECK
ROOF
INSULATION
EXISTING ROOF
DECK
ROOF
INSULATION
COVER BOARD
SINGLE PLY MEMBRANE
FLASHING MEMBRANE
HOT-AIR WELD
NAILERS
HOT-AIR WELD
SINGLE PLY MEMBRANE
SELF ADHERED
VAPOR BARRIER
SELF ADHERED
VAPOR BARRIER
20 MIL VINYL
BELLOW WITH BATT.
INSULATION
BACKER ROD
EXPANSION JOINT COVER
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY, FLASH SIMILARLY.
2. SLOPE IN EXISTING ROOF DECK MAY NOT BE SHOWN.
ROOF
INSULATION
EXISTING ROOF
DECK
ROOF
INSULATION
COVER BOARD
SINGLE PLY MEMBRANE
HOT-AIR WELD
NAILERS
SINGLE PLY MEMBRANE
SELF ADHERED
VAPOR BARRIER
20 MIL VINYL
BELLOW WITH BATT.
INSULATION
EXISTING
ROOF DECKSELF ADHERED
VAPOR BARRIER SELF ADHERED
VAPOR BARRIER
HOT AIR WELD
BACKER ROD
FLASHING MEMBRANE
EXPANSION JOINT COVER
D1 ROOF TO ROOF HANGAR 10
SCALE: 3"=1'-0"
A5 CURB FLASHING / ROOF HATCH
SCALE: N.T.S.
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-503
R O
O F
D
ET
AI
LS
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
GENERAL SHEET NOTES
SHEET KEY NOTES#
1. DETAILS SHOWN ARE TYPICAL CONDITIONS, CONDITIONS MAY VARY BUT
SHOULD BE ADDRESSED SIMILARLY.
2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION.
3. REFER TO MANUFACTURER AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
W
2Q R
B0
3_
Pl an s-
A4 ROOF EDGE WITH GUTTER
SCALE: 3"=1'-0"A1 ROOF EDGE WITH GUTTER
SCALE: 3"=1'-0"
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY, FLASH SIMILARLY.
2. MODIFY/ ADD NEW WOOD NAILERS TO MATCH NEW INSULATION THICKNESS.
3. DOWNSPOUT ARE TO CONFORM TO THE EXISTING WALL PROFILE.
4. PROVIDE SPLASH BLOCKS AT DOWNSPOUT DISCHARGE ON GRADE AND SPLASH PANS AT DOWNSPOUT DISCHARGE ON
ROOF (UNLESS OTHERWISE NOTED ON DRAWINGS).
5. SLOPE IN EXISTING ROOF DECK MAY NOT BE SHOWN.
SINGLE PLY MEMBRANE
FLASHING MEMBRANE
GUTTER
SPACER
8" X 8" GUTTER
DOWNSPOUT
OUTLET
GUTTER HANGER
WOOD NAILERS
EDGE METAL
4" X 6"
DOWNSPOUT
DRIP EDGE
FLASHING
EXISTING WALL
EXISTING ROOF
DECK
ROOF
INSULATION
COVER BOARD
DOWNSPOUT
HANGER
DOWNSPOUT
BRACKET
DOWNSPOUT
DOWNSPOUT
HOT-AIR WELDHOT-AIR WELD
NOTES:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS. CONDITIONS AND HEIGHTS MAY VARY, FLASH SIMILARLY.
2. MODIFY/ ADD NEW WOOD NAILERS TO MATCH NEW INSULATION THICKNESS.
3. DOWNSPOUT ARE TO CONFORM TO THE EXISTING WALL PROFILE.
4. PROVIDE SPLASH BLOCKS AT DOWNSPOUT DISCHARGE ON GRADE AND SPLASH PANS AT DOWNSPOUT
DISCHARGE ON ROOF (UNLESS OTHERWISE NOTED ON DRAWINGS).
5. SLOPE IN EXISTING ROOF DECK MAY NOT BE SHOWN.
SINGLE PLY MEMBRANE
FLASHING MEMBRANE
GUTTER
SPACER
8" X 8" GUTTER
DOWNSPOUT
OUTLET
GUTTER HANGER
WOOD NAILERS
EDGE METAL
DOWNSPOUT
DRIP EDGE
FLASHING
EXISTING WALL
EXISTING ROOF
DECK
ROOF
INSULATION
DOWNSPOUT
HANGER
DOWNSPOUT
BRACKET
4" X 6" DOWNSPOUT
DOWNSPOUT
HOT-AIR WELD
HOT-AIR WELD
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-504
R O
O F
D
ET
AI
LS
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
GENERAL SHEET NOTES
SHEET KEY NOTES#
1. DETAILS SHOWN ARE TYPICAL CONDITIONS, CONDITIONS MAY VARY BUT
SHOULD BE ADDRESSED SIMILARLY.
2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION.
3. REFER TO MANUFACTURER AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
W
2Q R
B0
3_
Pl an s-
3'-8"
2' -8
2'-5"
2' -8
11'-4"
2' -8
7'-4"
2' -8
W1001 W1002 W1003 W1004
8' -6
/4
" R .O
11'-4" R.O.
K1001
DOOR - A DOOR - B DOOR - C DOOR - D DOOR - E
3'-0"
6' -6
5'-4"
6' -6
6'-0"
6' -6
3'-0"
6' -8
6' -6
8'-0"
WRAP AROUND FRAME - A
0' -2
0'-2" 0'-2"
WRAP AROUND FRAME - AA
0'-2"
0' -2
0'-2"
BUTT TYPE - B
0'-2"
0' -2
0'-2"
DOOR - F DOOR - G
6' -6
3'-0"
6' -6
3'-0"
DOOR - H
6' -6
6'-0"
6' -6
2'-6"
DOOR - I
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-601
W
IN
D O
W A
N D
D O
O R
S C
H
ED
U
LE
H
AN
G
AR
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
DOOR SCHEDULE HANGAR 10
FRAME
MARK TYPE WIDTH HEIGHT THICKNESS MATERIAL TYPE MATERIAL HARDWARE
SET QTY. ELEVATION
D1001 A 3'-0" 6'-6" 0'-1 3/4" METAL A METAL 1 2 SOUTH
D1002 B 5'-4" 6'-6" 0'-1 3/4" METAL AA METAL 5 1 EAST
D1003 C 6'-0" 6'-6" 0'-1-3/4" METAL AA METAL 2 1 WEST
D1004 D 3'-0" 6'-8" 0'-1-3/4" METAL B METAL 4 1 NORTH
D1005 E 8'-0" 6'-6" 0'-1-3/4" METAL AA METAL 2 1 SOUTH
D1006 F 3'-0" 6'-6" 0'-1-3/4" METAL A METAL 1 2 WEST
D1007 G 3'-0" 6'-6" 0'-1-3/4" METAL A METAL 4 1 WEST
D1008 H 6'-0" 6'-6" 0'-1-3/4" METAL AA METAL 2 1 WEST
HD1001 I 2'-6" 6'-6" 0'-1-3/4" METAL N/A N/A 3 2 NORTH
D1009 A 3'-0" 6'-6" 0'-1 3/4" METAL A METAL 4 2 EAST, SOUTH
WINDOW SCHEDULE HANGAR 10
MARK TYPE WIDTH HEIGHT QTY. ELEVATION
W1001 LOWER AWNING 3'-8" 2'-8" 3 EAST
W1002 LOWER AWNING 2'-5" 2'-8" 7 WEST
W1003 LOWER AWNING 11'-4" 2'-8" 15 EAST, WEST
W1004 LOWER AWNING 19'-0" 2'-8" 1 EAST
K1001 CURTAIN WALL 11'-4" 8'-6 3/4" 4 SOUTH
D1 WINDOW TYPES
SCALE: 3/8"=1'-0"
A1 DOOR AND FRAME TYPES
SCALE: 3/8"=1'-0"
DOOR
HARDWARE NOTES:
*CONTRACTOR SHALL COORDINATE WITH COR AND BASE TO PROVIDE CIPHER
LOCKS FOR THESE DOORS.
W
2Q R
B0
3_
Pl an s-
3'-9" M.O.
W1101 W1102 W1103 W1104
4' -0
2' -9
" M .O
4'-1" M.O.
2' -0
" M .O
3'-8" M.O.
2' -0
" M .O
2'-6" M.O.
8' -6
/4
" R .O
11'-4" R.O.
K1101
DOOR - J DOOR - K DOOR - L DOOR - M DOOR - N
7' -0
3'-0"
7' -0
7'-8"
7' -0
3'-0"
7' -0
3'-0" 3'-0"
7' -0
DOOR - O DOOR - P
7' -0
6'-0"
7' -0
6'-0"
BUTT TYPE FRAME - D
0'-2"
0' -2
0'-2"
BUTT TYPE FRAME - DD
0'-2"
0' -2
0'-2"
6'-0"
7' -2
6' -6
2'-6"
DOOR - Q DOOR - R
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-602
W
IN
D O
W A
N D
D O
O R
S C
H
ED
U
LE
H
AN
G
AR
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
WINDOW SCHEDULE HANGAR 11
MARK TYPE WIDTH HEIGHT QTY. ELEVATION
W1101 LOWER AWNING 3'-9" 4'-0" 11 EAST
W1102 LOWER AWNING 4'-1" 2'-9" 2 EAST
W1103 LOWER AWNING 3'-8" 2'-0" 14 WEST
W1104 LOWER AWNING 2'-6" 2'-0" 4 WEST
K1101 CURTAIN WALL 11'-4" 8'-6 3/4" 6 NORTH
DOOR SCHEDULE HANGAR 11
FRAME
MARK TYPE WIDTH HEIGHT THICKNESS MATERIAL TYPE MATERIAL HARDWARE
SET QTY. ELEVATION
D1101 J 3'-0" 7'-0" 0'-1 3/4" METAL D METAL 1 1 EAST
D1102 L 3'-0" 7'-0" 0'-1 3/4" METAL D METAL 1 2 EAST, WEST
D1103 K 7'-8" 7'-0" 0'-1 3/4" METAL DD METAL 5 1 EAST
D1104 N 3'-0" 7'-0" 0'-1 3/4" METAL D METAL 1 2 WEST, NORTH
D1105 M 3'-0" 7'-0" 0'-1 3/4" METAL D METAL 1 3 WEST, E-5, NORTH
D1106 O 6'-0" 7'-0" 0'-1 3/4" METAL DD METAL 2 2 WEST
D1107 P 6'-0" 7'-0" 0'-1 3/4" METAL DD METAL 2 1 E-5
D1108 Q 6'-0" 7'-2" 0'-1 3/4" METAL DD METAL 2 1 NORTH
HD1101 R 2'-6" 6'-6" 0'-1 3/4" METAL N/A N/A 3 4 NORTH, SOUTH
D1109 J 3'-0" 7'-0" 0'-1 3/4" METAL D METAL 4 1 EAST
D1110 N 3'-0" 7'-0" 0'-1 3/4" METAL D METAL 4 1 WEST
C1 WINDOW TYPES
SCALE: 1/2"=1'-0"
B1 DOOR AND FRAME TYPES
SCALE: 1/2"=1'-0"
DOOR
HARDWARE NOTES:
*CONTRACTOR SHALL COORDINATE WITH COR AND BASE TO PROVIDE CIPHER
LOCKS FOR THESE DOORS.
W
2Q R
B0
3_
Pl an s-
D1 TYPICAL DOOR HEAD-WRAP AROUND FRAME
SCALE: N.T.S. D7 CURTAIN WALL WINDOW SILL
SCALE: N.T.S.
EXISTING CONCRETE
KALWALL WINDOW SYSTEM
SILL FLASHING SET IN 2
BEADS OF SEALANT
NEW PRESERVATIVE
TREATED 6 X 6 TIMBER SILL
EXISTING METAL ROOF SYSTEM
EXTERIOR SILL / JAMB EXTRUSION
INTERIOR SILL /
JAMB EXTRUSION
NEW COUNTER FLASHING
NOTES:
1. KALWALL WINDOW HEAD, JAMBS, AND SILL SHALL BE SET IN A CONTINUOUS
BED OF SEALANT.
2. PROVIDE KALWALL DETAILS WERE PREPARED SHOWING TYPICAL DETAILS
AND ASSUMED CONDITIONS. CONFIRM ACTUAL CONDITIONS ON KALWALL
SHOP DRAWINGS.
WINDOW
SEALANT WITH BACKER
ROD
EXISTING CONCRETE SILL
EXISTING MASONRY WALL
METAL SILL PAN SET IN
SEALANT
EXTERIORINTERIOR
A5 TYPICAL WINDOW SILL
SCALE: N.T.S.
WINDOW
INTERIOR AND EXTERIOR
BACKER ROD AND SEALANT
EXISTING MASONRY WALL
EXTERIOR INTERIOR
A3 TYPICAL WINDOW JAMB
SCALE: N.T.S.
NEW
WINDOW
EXISTING MASONRY WALL
SEALANT AND BACKER ROD
HEAD FLASHING
EXTERIOR
INTERIOR
A1 TYPICAL WINDOW HEAD
SCALE: N.T.S.
V.I.F.
EXISTING
LINTEL
2"
3/
WRAP AROUND
FRAME
7-5/8"
NOTCH MASONRY
FOR HARDWARE
PROVISIONS IF
REQUIRED
V.I.F.
2"
3/16"
7- 5/
8"
EXISTING
MASONRY
F1 TYPICAL DOOR JAMB-WRAP AROUND FRAME
SCALE: N.T.S.
EXISTING
LINTEL
2"
3/
BUTT FRAME
V.I.F.
7-5/8"
D4 DOOR HEAD-BUTT FRAME
SCALE: N.T.S.
EXISTING
MASONRY
BUTT FRAME
V.I.F.
2"
3/16"
7- 5/
8"
F4 TYPICAL DOOR JAMB-BUTT FRAME
SCALE: N.T.S.
KALWALL
WINDOW SYSTEM
EXTERIOR HEAD /
JAMB EXTRUSION
EXISTING
CONCRETE
INTERIOR HEAD /
JAMB EXTRUSION
F7 CURTAIN WALL WINDOW HEAD / JAMB
SCALE: N.T.S.
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
A-603
W
IN
D O
W A
N D
D O
O R
D
ET
AI
LS
C .A
R N
O
LD
C .A
R N
O
LD
R .W
EL
LM
AN
K.
PA
R
KE
R
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
GENERAL SHEET NOTES
SHEET KEY NOTES#
1. DETAILS SHOWN ARE TYPICAL CONDITIONS, CONDITIONS MAY VARY BUT
SHOULD BE ADDRESSED SIMILARLY.
2. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION.
3. REFER TO MANUFACTURER AND SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
W
2Q R
B0
3_
Pl an s-
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
EW
S
E-101
LI
G
H
TN
IN
G
P R
O
TE
C
TI
O N
, P
LA
N
H
AN
G
AR
B.
AT
ER
S
N . H
EB
EL
N . H
EB
EL
J.
B
O N
G
IO
R
O
CERTIFIED FINAL
AN
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
A1 LIGHTNING PROTECTION PLAN
SCALE: 1/16"=1'-0"
32'16'8'048"
SCALE: 1/16" = 1'-0"
GRAPHIC SCALE
5/8"x24" ALUMINUM AIR TERMINAL, CLASS I
CLASS I ALUMINUM #1/0 CONDUCTOR
EXISTING COPPER CLAD GROUND ROD
BONDING CONNECTION
LEGEND
GENERAL NOTES
1. DISCONNECT AND DEMOLISH
LIGHTNING CONDUCTORS AND AIR
TERMINALS LOCATED ON ROOF BACK
TO CONNECTION TO LIGHTNING DOWN
CONDUCTORS. PRESERVE EXISTING
LIGHTNING DOWN CONDUCTORS AT
ROOF LEVEL CONNECTIONS.
2. RECONNECT SAVED LIGHTNING DOWN
CONDUCTORS TO NEW LIGHTNING
ROOF CONDUCTORS AND LIGHTNING
AIR TERMINALS USING PROPER
CONNECTION METHODS AS STATED IN
SPECIFICATIONS.
3. PROVIDE LIGHTNING CONNECTION
BOND TO EXISTING MECHANICAL
EQUIPMENT AS SHOWN ON PLANS.
CONNECT INTO NEW ROOF
CONDUCTORS.
NORTH
EXISTING
EXHAUST
FAN
EXISTING
DOWN CONDUCTOR
AND GROUND ROD
EXISTING DOWN
CONDUCTOR AND
GROUND ROD
EXISTING
EXHAUST
FAN
EXISTING
DOWN CONDUCTOR
AND GROUND ROD
EXISTING
DOWN CONDUCTOR
AND GROUND ROD
EXISTING
DOWN CONDUCTOR
AND GROUND ROD
EXISTING DOWN
CONDUCTOR AND
GROUND ROD
EXISTING DOWN
CONDUCTOR AND
GROUND ROD
No. 21657
S
O
UT
H CAROLIN
A
R E G I S T E R E D
PR
OFESS I ON
A L
E N G I N E E R
R O B E
R T
S C O T T P E
R K I N
S
5/
/2
W
2Q R
B0
3_
Pl an s-
EXISTING
HVAC UNIT
EXISTING
HVAC UNIT
EXISTING
HVAC UNIT
E N
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
E-102
G
H
TN
IN
G
P R
O
TE
C
TI
O N
, P
LA
N
H
AN
G
AR
AT
ER
S
N . H
EB
EL
N . H
EB
EL
J.
B
O N
G
IO
R
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
MATCHLINE
SEE SHEET E-103
MATCHLINE
SEE SHEET E-103
B1 LIGHTNING PROTECTION PLAN
SCALE: 1/16"=1'-0"
32'16'8'048"
SCALE: 1/16" = 1'-0"
GRAPHIC SCALE
5/8"x24" ALUMINUM AIR TERMINAL, CLASS I
CLASS I ALUMINUM #1/0 CONDUCTOR
EXISTING COPPER CLAD GROUND ROD
BONDING CONNECTION
LEGEND
GENERAL NOTES
1. DISCONNECT AND DEMOLISH
LIGHTNING CONDUCTORS AND AIR
TERMINALS LOCATED ON ROOF BACK
TO CONNECTION TO LIGHTNING DOWN
CONDUCTORS. PRESERVE EXISTING
LIGHTNING DOWN CONDUCTORS AT
ROOF LEVEL CONNECTIONS.
2. RECONNECT SAVED LIGHTNING DOWN
CONDUCTORS TO NEW LIGHTNING
ROOF CONDUCTORS AND LIGHTNING
AIR TERMINALS USING PROPER
CONNECTION METHODS AS STATED IN
SPECIFICATIONS.
NORTH
EXISTING DOWN
CONDUCTOR AND
GROUND ROD
EXISTING DOWN
CONDUCTOR AND
GROUND ROD
EXISTING DOWN
CONDUCTOR AND
GROUND ROD
No. 21657
S
O
UT
H CAROLIN
A
R E G I S T E R E D
PR
OFESS I ON
A L
E N G I N E E R
R O B E
R T
S C O T T P E
R K I N
S
5/
/2
W
2Q R
B0
3_
Pl an s-
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
E-103
G
H
TN
IN
G
P R
O
TE
C
TI
O N
P
LA
N
H
AN
G
AR
AT
ER
S
N . H
EB
EL
N . H
EB
EL
J.
B
O N
G
IO
R
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
MATCHLINE
SEE SHEET E-102
MATCHLINE
SEE SHEET E-102
E2 LIGHTNING PROTECTION PLAN
SCALE: 1/16"=1'-0"
32'16'8'048"
SCALE: 1/16" = 1'-0"
GRAPHIC SCALE
5/8"x24" ALUMINUM AIR TERMINAL, CLASS I
CLASS I ALUMINUM #1/0 CONDUCTOR
BONDING CONNECTION
LEGEND
GENERAL NOTES
1. DISCONNECT AND DEMOLISH
LIGHTNING CONDUCTORS AND AIR
TERMINALS LOCATED ON ROOF BACK
TO CONNECTION TO LIGHTNING DOWN
CONDUCTORS. PRESERVE EXISTING
LIGHTNING DOWN CONDUCTORS AT
ROOF LEVEL CONNECTIONS.
2. RECONNECT SAVED LIGHTNING DOWN
CONDUCTORS TO NEW LIGHTNING
ROOF CONDUCTORS AND LIGHTNING
AIR TERMINALS USING PROPER
CONNECTION METHODS AS STATED IN
SPECIFICATIONS.
NORTH
No. 21657
S
O
UT
H CAROLIN
A
R E G I S T E R E D
PR
OFESS I ON
A L
E N G I N E E R
R O B E
R T
S C O T T P E
R K I N
S
5/
/2
W
2Q R
B0
3_
Pl an s-
G I N
R S
E E
R O
O
FI
N G
, W
AT
ER
PR
O O
FI
N
G
B U
IL
D
IN
G
EN
VE
LO
PE
E N
G
IN
EE
R
S
C O
N
SU
LT
AN
TS
E
XE
C
U
TI
VE
H
AL
L
R O
AD
, S
U
IT
E
C
H
AR
LE
ST
O N
, S O
U
TH
C
AR
O
LI
N A w w w
.re ie ng in ee rs
.c om
BA
SE
P R
O
JE
C T
N U
M
BE
R : A
JX
F2
/ A
JX
F2
0G -0
H
AN
G
AR
(B
) A N
D
(B
R
EP
LA
C E
R O
O F
AN
D
E
XT
ER
IO
R D
O O
R S
JO
IN
T
BA
SE
A
N D
R
E-501
G
H
TN
IN
G
P R
O
TE
C
TI
O N
D
ET
AI
LS
AT
ER
S
N . H
EB
EL
N . H
EB
EL
J.
B
O N
G
IO
R
SI
D
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
P L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A SHEET ID
NO. 210 STYLE CROSS RUN
CONNECTOR
NO. B1BC STYLE PARALLEL
CONNECTOR
NO. 208 STYLE BONDING
CONNECTOR
NO. 204 STYLE PARALLEL
CONNECTOR
NO. 211, BI-METAL CONNECTOR
SCALE: NOT TO SCALE
TYPICAL CABLE CONNECTIONSE1 SCALE: NOT TO SCALE
UBS - STANDING SEAM AIR TERMINALF4
NOTES:
1. AIR TERMINAL SPACING SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMENTS.
2. MATERIAL COMPATIBILITY SHALL CONFORM TO NFPA 780 & 96A REQUIREMENTS.
3. MATERIAL CLASS SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMENTS.
4. AIR TERMINALS SHALL BE UL LISTED.
CLASS 1 ALUMINUM CONDUCTOR
FASTEN ALUMINUM CONDUCTORS WITH
ALUMINUM STANDING SEAM METAL ROOF
FASTENER. LIGHTNING PROTECTION
CONDUCTORS SHALL BE FASTENED AT
INTERVALS NOT MORE THAN 36" ON CENTER.
STANDING SEAM METAL ROOF
AIR TERMINAL BASE
GENTLY TAPERED AIR TERMINAL
CLASS 1, MINIMUM HEIGHT OF 10".
FINISHED GRADE
GROUND ROD (3/4"x10')
EXISTING DOWN CONDUCTOR
36"
LPS CONDUCTOR
AIR TERMINAL
EXTERIOR WALL
EXOTHERMIC WELD
ROOF EAVE
SCALE: NOT TO SCALEE7
ROOF EXPOSED DOWN LEAD
TO GROUND ROD CONNECTION
REQUIRED CONNECTION FITTING FROM NEW
ALUMINUM DOWN CONDUCTOR TO EXISTING
DOWN CONDUCTOR
No. 21657
S
O
UT
H CAROLIN
A
R E G I S T E R E D
PR
OFESS I ON
A L
E N G I N E E R
R O B E
R T
S C O T T P E
R K I N
S
5/
/2
W
2Q R
B0
3_
Pl an s-
| Sheets and Views |
| G-001 COVER SHEET |
| G-002 GENERAL INFORMATION SHEET |
| A-101 ROOF PLAN - HANGAR 10 |
| A-102 ROOF PLAN - HANGAR 11 |
| A-201 NORTH-SOUTH ELEVATION-HANGAR 10 |
| A-202 EAST-WEST ELEVATION HANGAR 10 |
| A-203 NORTH-SOUTH ELEVATION-HANGAR 11 |
| A-204 EAST-WEST ELEVATION-HANGAR 11 |
| A-501 ROOF DETAILS |
| A-502 ROOF DETAILS |
| A-503 ROOF DETAILS |
| A-504 ROOF DETAILS |
| A-601 WINDOW AND DOOR SCHEDULE HANGAR 10 |
| A-602 WINDOW AND DOOR SCHEDULE HANGAR 11 |
| A-603 WINDOW AND DOOR DETAILS |
| E-101 LIGHTNING PROTECTION, PLAN - HANGAR 10 |
| E-102 LIGHTNING PROTECTION, PLAN - HANGAR 11 |
| E-103 LIGHTNING PROTECTION PLAN - HANGAR 11 |
| E-501 LIGHTNING PROTECTION DETAILS |
File details come from the government source that posted it. Updated .