Attachment 28- CH50091-2P Attachment 6 As-builts.pdf
PDF 9 MB Posted
- Solicitation number
- W9124920R0020
About this file
This document contains as-built drawings and specifications for a steel steeple, along with details for a related federal contract opportunity notice. The solicitation is for an Indefinite-Delivery Indefinite-Quantity Multiple Award Task Order Contract for minor construction, repair, and alteration projects at Fort Gordon, Georgia. Offerors may attend a mandatory site visit on either July 28 or 29, 2020, with a maximum of two people, and must RSVP to be assigned a date and time. The solicitation closes on August 14, 2020 at 3:00 PM Eastern Time. The contract will support repair, alteration, and construction requirements at Fort Gordon.
View the file
Other files
Show 40 more
Latest 50 of 57 listed here. See the rest on GovTribe.
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
1/
/2
1/
/2
1/
/2
/0
2/
Jo b
A .S
C am pb ell sv ille
In du st rie s In c.
G O
O D
SH
EP
HE
RD
C
HA
PE
L
A
UG
US
TA
, G A
33'-0"5'-0" FINIAL
3'-0"2'-6"19'-2"
1"6"3'-1 1/2"2'-3"101 2"4"1'-0"2"4"7"1'-3"4"
1"
7"
4"
32'-1"
3'-10"3'-10"3'-10"4'-0"4'-0"4'-0"4'-0"4'-7"
6'-4"
6'-0"
4'-4"
2'-3" O.T.O. OF TRIM
2"
10"
2"
10"
2'-0" OPENING
4'-4"
6'-0"
6'-4"
DIM. VARIES @ SECTION
2' -8
2"
1"
2"
2'-8"4"1'-4"
R5 /4
R2 1/
2"
1'-
3/
1'-
/4
1'- /4
" 3' -2
1"
2"
2" 3" 1" 3" 1" 3" 1"
1 2"
SC
AL
E:
/2
1'-
LO
UV
ER
D
ET
AI
L
INSECT SCREEN
SC
AL
E:
/2
1'-
EL
EV
AT
IO
N
SE
CT
IO
N
SC
AL
E:
/2
1'-
PL
AN
B
AS
E
SC
AL
E:
/2
1'-
SE
CT
IO
N
TH
RU
A 1
ST
L.
BE
AM
BOLT BOLT
AL
L
CL
AD
DI
NG
T O
BE
A L.
W
A
W
HI
TE
K
YN
AR
B
AK
ED
-O N
FI
NI
SH
FI
NI
SH
N
OT
E
FI
NI
AL
T O
BE
E
TC
HE
D, P
RI
M
ED
P
AI
NT
ED
W A
W
HI
TE
S
HO
P
AP
PL
IE
D
FI
NI
SH
FI
NI
SH
N
OT
E
AL
L
ST
R.
A
L.
1- T6
A L.
A
LL
OY
AL
L
ST
R.
R
IV
ET
S 5/
DI
A.
1- T6
AL
LO
Y
CO
LD
D
RI
VE
N W 1"
M
IN
SP
AC
IN
G
NO
TE CL
AS
S
II
AL
LIG
HT
NI
NG
C
AB
LE
P
IG
TA
IL
(3
ST
RA
ND
S
OF
3g a.
W
IR
E)
B Y
C.
I.
*C .I.
NO
T
RE
SP
ON
SI
BL
E
FO
R
JO
BS
IT
E
IN
ST
AL
LA
TI
ON
O F
LIG
HT
NI
NG
C
AB
LE
*G .C
CO
NN
EC
T
TO
C
ON
T.
T
O G
RO
UN
D.
LIG
HT
NI
NG
P
RO
TE
CT
IO
N
NO
TE
PO
LY
UR
ET
HA
NE
IN
SU
LA
TI
ON
W
ILL
B E
AD
DE
D
TO
T
HE
IN
TE
RI
OR
S
UR
FA
CE
O F
ST
EE
PL
E
T
HE
D
IS
CR
ET
IO
N
OF
C
.I.
NO
TE
AR
EA
U
ND
ER
S
TE
EP
LE
C
OM
PL
ET
EL
Y
RO
OF
ED
W
AT
ER
PR
OO
FE
D
BY
G
.C ./O
W
NE
R
PR
IO
R
TO
IN
ST
AL
LA
TI
ON
O F
ST
EE
PL
E.
NO
TE
C.
I.
RE
SP
ON
SI
BL
E
FO
R
TH
E
DE
SI
G N
OF
S
TE
EP
LE
F
RO
M B
AS
E
UP
G .C
RE
SP
ON
SI
BL
E
FO
R
TH
E
DE
SI
G N
OF
S
TR
UC
BE
LO
W S
TE
EP
LE
B
AS
E
NO
TE
AL
L
DI
SS
IM
ILI
AR
M
ET
AL
S
TO
B
E
IS
OL
AT
ED
W A
PO
LY
KE
N
TA
PE
BY
C
.I.
TO
P
RE
VE
NT
E
LE
CT
RO
LY
SI
S.
NO
TE
*C .I.
TO
C
LE
AN
A
LL
S
TR
UC
TU
RA
L
ST
EE
L F
IN
IS
H
W (1)
C
OA
T
OF
-P
AR
T
EP
OX
Y
PR
IM
ER
1)
HE
AV
Y
CO
AT
O
F
AL
SI
LV
ER
BR
IT
E
PA
IN
T.
*O W
NE
R
RE
SP
ON
SI
BL
E
FO
R
PE
RI
OD
IC
IN
SP
EC
TI
ON
T
OU
CH
-U P
OF
S
TE
EL
C
OA
TI
NG
A S
NE
ED
ED
NO
TE
SC
AL
E:
/4
1'-
LO
UV
ER
E
LE
VA
TI
ON
1'-
1'-10"
5/
DI
A.
A
L.
R
IV
ET
S
PE
R
EN
D
5/
DI
A.
A
L.
R
IV
ET
S
PE
R
EN
D
IN
DE
X 3 2
NO
TE
M
AX
HO
RI
Z.
'L
FO
RC
E/
LE
G
M
AX
CO
M P.
F
OR
CE
/L
EG
M
AX
TE
NS
IO
N
FO
RC
E/
LE
G
DE
AD
L
OA
D
LIV
E
LO
AD
/L
EG
OV
ER
TU
RN
IN
G W
IN
D
M
OM
EN
T
ST
EE
PL
E
DE
SI
G
NE
D
FO
R:
DE
SI
G N
LO
AD
S
FO
R
ST
EE
PL
E:
DE
AD
L
OA
D
W
EI
G
HT
LB
S.
LB
S.
LB
S.
LB
S.
LB
S.
M .P .H W
IN
D
FT
LB
S.
V
UL
T
,4
1,2
,8
,2 76 1,1
HO
RI
Z.
C
LA
DD
IN
G S
EA
M S
'-9
/2
O.
C.
1"
CO
RN
ER
C
AP
S
CL
AD
DI
NG
S
EA
M S
VE
RT
IC
AL
C
LA
DD
IN
G
SE
AM
S 9"
O .C
.0
F
OR
M
ED
A L.
L
OU
VE
R R
EA
R
W
IN
SE
CT
S
CR
EE
N W
AT
ER
PA
N
BE
HI
ND
SI
DE
P
AN
EL
S
M
AD
E
RE
M
OV
FO
R
AC
CE
SS
.0
F
OR
M
ED
A L.
TR
IM
B
AN
D
*F
IE
LD
IN
ST
AL
LE
D B
Y C.
I.
IF
R
EQ
'D
.0
F
OR
M
ED
T
RI
M
AR
OU
ND
' D
IA
OP
EN
IN
G W
BI
RD
SC
RE
EN
C
OV
ER
BY
G
.C ./O
TH
ER
S
TO
P
OF
B
AS
E
1/ x 1/ x 1/
AL
RA
FT
ER
's
O.
C.
C
OR
NE
RS
SE
E
"G
US
SE
T
DE
TA
IL"
X
X
/4
ST
L.
B
AS
E
(8 5/
DI
A.
A
NC
HO
R
BO
LT
S
BY
C
.I.
1"
AL
TU
BE
TA
PE
RE
D 1"
TH
RU
T
IP
SQ
T
HI
S
PO
IN
T
2" S
Q
AL
TU
BE
M
OU
NT
X
X
1/
AL
DI
AG
s
X
X
1/
AL
HO
RI
Z.
's
1/
X
1/
X 1/
LO
W
ER
A L.
T
OW
ER
LE
G
's
SE
E
"L
IG
HT
NI
NG
PR
OT
EC
TI
ON
N
OT
E"
SP
EA
KE
RS
T O
BE
IN
ST
AL
LE
D
BY
G .C ./O
TH
ER
S
AF
TE
R
IN
ST
AL
L.
O
F
ST
EE
PL
E
SQ.ROUND
X
X
1/
UP
PE
R
AL
DI
AG
s
X
X
1/
UP
PE
R
AL
HO
RI
Z.
's
X
X
1/
UP
PE
R
AL
TO
W
ER
LE
G
's
AC
CE
SS
H
AT
CH
W
W
AT
ER
PR
OO
F
CO
VE
R
BY
G .C ./O
TH
ER
S
TO
P
OF
S
TE
EL
B
EA
M C
OL
PE
DE
ST
AL
B Y
G .C ./O
TH
ER
S
X
3/ X
1"
ST
L.
C
AP
P
LA
TE
B Y
G .C ./O
TH
ER
S
W
AT
ER
PR
OO
F
RO
OF
IN
G B
Y G .C ./O
TH
ER
S
FI
NI
SH
ED
R
OO
F
DE
CK
SP
EA
KE
RS
T O
BE
IN
ST
AL
LE
D
BY
G .C ./O
TH
ER
S
AF
TE
R
IN
ST
AL
L.
O
F
ST
EE
PL
E
AC
CE
SS
H
AT
CH
W
W
AT
ER
PR
OO
F
CO
VE
R
BY
G .C ./O
TH
ER
S
2' D
IA
OP
EN
IN
G W
BI
RD
SC
RE
EN
C
OV
ER
BY
G
.C ./O
TH
ER
S
FO
RM
ED
Z
IN
C
FI
NI
AL
R1' -0
2"
5' -1
SQ
BA
SE
W X
CO
L.
P
ED
ES
TA
L
BY
G
.C ./O
TH
ER
S
X 3/
X
5"
S
TL
PL
AT
E
BY
G
.C ./O
TH
ER
S (4
3/
DI
A.
B
OL
TS
P
ER
C
OR
NE
R
BY
G
.C ./O
TH
ER
S
X
3/ X
1"
ST
L.
C
AP
PL
AT
E
BY
G
.C ./O
TH
ER
S
W X
CO
L.
P
ED
ES
TA
L
BY
G
.C ./O
TH
ER
S
2' -1 1"
4"6"
10"
/2
(3 1/ 2"
D
IA
S.
S.
B
OL
TS
PE
R
TO
W
ER
L
EG
1/
ST
L.
G
US
SE
T
PL
AT
E
TY
P.
3/
X
X
/4
ST
L.
BA
SE
1/
X
1/
X 1/
AL
TW
R.
L
EG
's
NO
T
TO
S
CA
LE
G
US
SE
T
DE
TA
IL
8'-4"
1/
AL
PL
AT
E
W
(5 5/
DI
A.
A
L.
R
IV
ET
S
PE
R
FL
AN
G E
K
IC
K
1'- /2
5" 5"
10" 5'-0" 10"
2" 2"6'-8"
7'-0"
B
OL
T
BO
LT
5"
X
X
/4
ST
L.
B
AS
E
(8 5/
DI
A.
A
NC
HO
R
BO
LT
S
BY
C
.I.
2'-9" SQ. @ KICK
3'-1 1/2" 3'-4 1/2"
2'-9"
B 1
SC
AL
E:
/2
1'-
SE
CT
IO
N
TH
RU
B 1
2 2 2 2 2 2 2
3 3
3 3 3 3
11'-6"20'-7"
HO
LD
A
RC
H.
OF
F
FI
NI
SH
ED
R
OO
F
GORDON-PC
Rectangle
GORDON-PC
Line
GORDON-PC
Line
GORDON-PC
Line
GORDON-PC
Line
GORDON-PC
Callout 4 x ATLAS PD60A Drivers (GFCI) to Chimemaster Six SS Carillon System
GORDON-PC
Rectangle
GORDON-PC
Rectangle
GORDON-PC
Rectangle
GORDON-PC
Callout 4" Light Weight Concrete
GORDON-PC
Callout Roof Rigid Decking Turn Down @ Pedestals
GORDON-PC
Callout Rigid Decking and Membrane Roof
GORDON-PC
Line
GORDON-PC
Typewritten Text 2}
GORDON-PC
Typewritten Text 2"
GORDON-PC
Rectangle
Cloud
GORDON-PC
Cloud
GORDON-PC
Cloud
GORDON-PC
Cloud
GORDON-PC
Rectangle
GORDON-PC
Rectangle
GORDON-PC
Callout 4" LW Concrete + New Roof Insulation
GORDON-PC
Image
GORDON-PC
Image
GORDON-PC
Callout Areas where Existing Light Weight Concrete was removed in order to fasten mounting brackets to structural concrete.
GORDON-PC
Polygon
GORDON-PC
Polygonal Line
GORDON-PC
Callout Anodized Metal Roof Cap
GORDON-PC
Text Box
$/GFCI
GORDON-PC
Line
GORDON-PC
Polygonal Line
GORDON-PC
Oval
GORDON-PC
Callout Courtesy Light, Switch, and GFCI to Panel LP-11
GORDON-PC
Polygonal Line
GORDON-PC
Polygonal Line
GORDON-PC
Rectangle
GORDON-PC
Callout New Steeple Lighting Protection Splice to Existing LP.
1/
/2
1/
/2
1/
/2
/0
2/
Jo b
A .S
C am pb ell sv ille
In du st rie s In c.
G O
O D
SH
EP
HE
RD
C
HA
PE
L
A
UG
US
TA
, G A
33'-0"5'-0" FINIAL
3'-0"2'-6"19'-2"
1"6"3'-1 1/2"2'-3"101 2"4"1'-0"2"4"7"1'-3"4"
1"
7"
4"
32'-1"
3'-10"3'-10"3'-10"4'-0"4'-0"4'-0"4'-0"4'-7"
6'-4"
6'-0"
4'-4"
2'-3" O.T.O. OF TRIM
2"
10"
2"
10"
2'-0" OPENING
4'-4"
6'-0"
6'-4"
DIM. VARIES @ SECTION
2' -8
2"
1"
2"
2'-8"4"1'-4"
R5 /4
R2 1/
2"
1'-
3/
1'-
/4
1'- /4
" 3' -2
1"
2"
2" 3" 1" 3" 1" 3" 1"
1 2"
SC
AL
E:
/2
1'-
LO
UV
ER
D
ET
AI
L
INSECT SCREEN
SC
AL
E:
/2
1'-
EL
EV
AT
IO
N
SE
CT
IO
N
SC
AL
E:
/2
1'-
PL
AN
B
AS
E
SC
AL
E:
/2
1'-
SE
CT
IO
N
TH
RU
ST
L.
BE
AM
BOLT BOLT
AL
L
CL
AD
DI
NG
T O
BE
A L.
W
A
W
HI
TE
K
YN
AR
B
AK
ED
-O N
FI
NI
SH
FI
NI
SH
N
OT
E
FI
NI
AL
T O
BE
E
TC
HE
D, P
RI
M
ED
P
AI
NT
ED
W A
W
HI
TE
S
HO
P
AP
PL
IE
D
FI
NI
SH
FI
NI
SH
N
OT
E
AL
L
ST
R.
A
L.
1- T6
A L.
A
LL
OY
AL
L
ST
R.
R
IV
ET
S 5/
DI
A.
1- T6
AL
LO
Y
CO
LD
D
RI
VE
N W 1"
M
IN
SP
AC
IN
G
NO
TE CL
AS
S
II
AL
LIG
HT
NI
NG
C
AB
LE
P
IG
TA
IL
(3
ST
RA
ND
S
OF
3g a.
W
IR
E)
B Y
C.
I.
*C .I.
NO
T
RE
SP
ON
SI
BL
E
FO
R
JO
BS
IT
E
IN
ST
AL
LA
TI
ON
O F
LIG
HT
NI
NG
C
AB
LE
*G .C
CO
NN
EC
T
TO
C
ON
T.
T
O G
RO
UN
D.
LIG
HT
NI
NG
P
RO
TE
CT
IO
N
NO
TE
PO
LY
UR
ET
HA
NE
IN
SU
LA
TI
ON
W
ILL
B E
AD
DE
D
TO
T
HE
IN
TE
RI
OR
S
UR
FA
CE
O F
ST
EE
PL
E
T
HE
D
IS
CR
ET
IO
N
OF
C
.I.
NO
TE
AR
EA
U
ND
ER
S
TE
EP
LE
C
OM
PL
ET
EL
Y
RO
OF
ED
W
AT
ER
PR
OO
FE
D
BY
G
.C ./O
W
NE
R
PR
IO
R
TO
IN
ST
AL
LA
TI
ON
O F
ST
EE
PL
E.
NO
TE
C.
I.
RE
SP
ON
SI
BL
E
FO
R
TH
E
DE
SI
G N
OF
S
TE
EP
LE
F
RO
M B
AS
E
UP
G .C
RE
SP
ON
SI
BL
E
FO
R
TH
E
DE
SI
G N
OF
S
TR
UC
BE
LO
W S
TE
EP
LE
B
AS
E
NO
TE
AL
L
DI
SS
IM
ILI
AR
M
ET
AL
S
TO
B
E
IS
OL
AT
ED
W A
PO
LY
KE
N
TA
PE
BY
C
.I.
TO
P
RE
VE
NT
E
LE
CT
RO
LY
SI
S.
NO
TE
*C .I.
TO
C
LE
AN
A
LL
S
TR
UC
TU
RA
L
ST
EE
L F
IN
IS
H
W (1)
C
OA
T
OF
-P
AR
T
EP
OX
Y
PR
IM
ER
1)
HE
AV
Y
CO
AT
O
F
AL
SI
LV
ER
BR
IT
E
PA
IN
T.
*O W
NE
R
RE
SP
ON
SI
BL
E
FO
R
PE
RI
OD
IC
IN
SP
EC
TI
ON
T
OU
CH
-U P
OF
S
TE
EL
C
OA
TI
NG
A S
NE
ED
ED
NO
TE
SC
AL
E:
/4
1'-
LO
UV
ER
E
LE
VA
TI
ON
1'-
1'-10"
5/
DI
A.
A
L.
R
IV
ET
S
PE
R
EN
D
5/
DI
A.
A
L.
R
IV
ET
S
PE
R
EN
D
IN
DE
X 3 2
NO
TE
M
AX
HO
RI
Z.
'L
FO
RC
E/
LE
G
M
AX
CO
M P.
F
OR
CE
/L
EG
M
AX
TE
NS
IO
N
FO
RC
E/
LE
G
DE
AD
L
OA
D
LIV
E
LO
AD
/L
EG
OV
ER
TU
RN
IN
G W
IN
D
M
OM
EN
T
ST
EE
PL
E
DE
SI
G
NE
D
FO
R:
DE
SI
G N
LO
AD
S
FO
R
ST
EE
PL
E:
DE
AD
L
OA
D
W
EI
G
HT
LB
S.
LB
S.
LB
S.
LB
S.
LB
S.
M .P .H W
IN
D
FT
LB
S.
V
UL
T
,4
1,2
,8
,2 76 1,1
HO
RI
Z.
C
LA
DD
IN
G S
EA
M S
'-9
/2
O.
C.
1"
CO
RN
ER
C
AP
S
CL
AD
DI
NG
S
EA
M S
VE
RT
IC
AL
C
LA
DD
IN
G
SE
AM
S 9"
O .C
.0
F
OR
M
ED
A L.
L
OU
VE
R R
EA
R
W
IN
SE
CT
S
CR
EE
N W
AT
ER
PA
N
BE
HI
ND
SI
DE
P
AN
EL
S
M
AD
E
RE
M
OV
FO
R
AC
CE
SS
.0
F
OR
M
ED
A L.
TR
IM
B
AN
D
*F
IE
LD
IN
ST
AL
LE
D B
Y C.
I.
IF
R
EQ
'D
.0
F
OR
M
ED
T
RI
M
AR
OU
ND
' D
IA
OP
EN
IN
G W
BI
RD
SC
RE
EN
C
OV
ER
BY
G
.C ./O
TH
ER
S
TO
P
OF
B
AS
E
1/ x 1/ x 1/
AL
RA
FT
ER
's
O.
C.
C
OR
NE
RS
SE
E
"G
US
SE
T
DE
TA
IL"
X
X
/4
ST
L.
B
AS
E
(8 5/
DI
A.
A
NC
HO
R
BO
LT
S
BY
C
.I.
1"
AL
TU
BE
TA
PE
RE
D 1"
TH
RU
T
IP
SQ
T
HI
S
PO
IN
T
2" S
Q
AL
TU
BE
M
OU
NT
X
X
1/
AL
DI
AG
s
X
X
1/
AL
HO
RI
Z.
's
1/
X
1/
X 1/
LO
W
ER
A L.
T
OW
ER
LE
G
's
SE
E
"L
IG
HT
NI
NG
PR
OT
EC
TI
ON
N
OT
E"
SP
EA
KE
RS
T O
BE
IN
ST
AL
LE
D
BY
G .C ./O
TH
ER
S
AF
TE
R
IN
ST
AL
L.
O
F
ST
EE
PL
E
SQ.ROUND
X
X
1/
UP
PE
R
AL
DI
AG
s
X
X
1/
UP
PE
R
AL
HO
RI
Z.
's
X
X
1/
UP
PE
R
AL
TO
W
ER
LE
G
's
AC
CE
SS
H
AT
CH
W
W
AT
ER
PR
OO
F
CO
VE
R
BY
G .C ./O
TH
ER
S
TO
P
OF
S
TE
EL
B
EA
M C
OL
PE
DE
ST
AL
B Y
G .C ./O
TH
ER
S
X
3/ X
1"
ST
L.
C
AP
P
LA
TE
B Y
G .C ./O
TH
ER
S
W
AT
ER
PR
OO
F
RO
OF
IN
G B
Y G .C ./O
TH
ER
S
FI
NI
SH
ED
R
OO
F
DE
CK
SP
EA
KE
RS
T O
BE
IN
ST
AL
LE
D
BY
G .C ./O
TH
ER
S
AF
TE
R
IN
ST
AL
L.
O
F
ST
EE
PL
E
AC
CE
SS
H
AT
CH
W
W
AT
ER
PR
OO
F
CO
VE
R
BY
G .C ./O
TH
ER
S
2' D
IA
OP
EN
IN
G W
BI
RD
SC
RE
EN
C
OV
ER
BY
G
.C ./O
TH
ER
S
FO
RM
ED
Z
IN
C
FI
NI
AL
R1' -0
2"
5' -1
SQ
BA
SE
W X
CO
L.
P
ED
ES
TA
L
BY
G
.C ./O
TH
ER
S
X 3/
X
5"
S
TL
PL
AT
E
BY
G
.C ./O
TH
ER
S (4
3/
DI
A.
B
OL
TS
P
ER
C
OR
NE
R
BY
G
.C ./O
TH
ER
S
X
3/ X
1"
ST
L.
C
AP
PL
AT
E
BY
G
.C ./O
TH
ER
S
W X
CO
L.
P
ED
ES
TA
L
BY
G
.C ./O
TH
ER
S
2' -1 1"
4"6"
10"
/2
(3 1/ 2"
D
IA
S.
S.
B
OL
TS
PE
R
TO
W
ER
L
EG
1/
ST
L.
G
US
SE
T
PL
AT
E
TY
P.
3/
X
X
/4
ST
L.
BA
SE
1/
X
1/
X 1/
AL
TW
R.
L
EG
's
NO
T
TO
S
CA
LE
G
US
SE
T
DE
TA
IL
8'-4"
1/
AL
PL
AT
E
W
(5 5/
DI
A.
A
L.
R
IV
ET
S
PE
R
FL
AN
G E
K
IC
K
1'- /2
5" 5"
10" 5'-0" 10"
2" 2"6'-8"
7'-0"
B
OL
T
BO
LT
X
X
/4
ST
L.
B
AS
E
(8 5/
DI
A.
A
NC
HO
R
BO
LT
S
BY
C
.I.
2'-9" SQ. @ KICK
3'-1 1/2" 3'-4 1/2"
2'-9"
B 1
SC
AL
E:
/2
1'-
SE
CT
IO
N
TH
RU
B 1
2 2 2 2 2 2 2
3 3
3 3 3 3
11'-6"20'-7"
HO
LD
A
RC
H.
OF
F
FI
NI
SH
ED
R
OO
F
GORDON-PC
Highlight
GORDON-PC
Highlight
GORDON-PC
Rectangle
GORDON-PC
Rectangle
GORDON-PC
Line
GORDON-PC
Line
GORDON-PC
Line
GORDON-PC
Line
GORDON-PC
Line
GORDON-PC
Text Box 3"
GORDON-PC
4" LW Concrete + New Roof Insulation
Cloud
GORDON-PC
Cloud
GORDON-PC
Cloud
GORDON-PC
Cloud
GORDON-PC
Rectangle
GORDON-PC
Rectangle
GORDON-PC
Callout 4" LW Concrete + New Roof Insulation
GORDON-PC
Image
GORDON-PC
Image
GORDON-PC
Areas where Existing Light Weight Concrete was removed in order to fasten mounting brackets to structural concrete.
| As-builts 29608 |
| Steeple As-Builts |
| AUD As-builts |
| Floor plan As-builts |
File details come from the government source that posted it. Updated .