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CONTRACTOR:
----
PROJECT:
FIRST COAST
ONCOLOGY
EFCO PROJECT NUMBER:
001
RELEASE DATE:
----
----- COVER
101
102
103
104
105
EFCO DRAWING SHEET INDEX
SHEET
NUMBER
SHEET NAME
PRELIMINARY - NOT FOR CONSTRUCTION
NEAREST EFCO OFFICE: EFCO HOME OFFICE:
EFCO CORP.
1800 N.E. BROADWAY
DES MOINES, IOWA 50313-2644
PHONE: (515) 266-1141
FAX: (515) 313-4422
THINK SAFETY - WORK SAFELY
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oa
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r.d
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##
##
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
EFCO ORLANDO
1001 GILLS DRIVE
ORLANDO, FL 32824-8041
PHONE: (407) 888-3331
FAX: (407) 888-8313
46'-0"
8'-0"
32'-0"
6'-0"
44'-0"
37'-0"5'-6" 1'-6"
27'-10"
65'-4 1/4"
9'-0 1/2"
7'-0 1/2"
1'-0"
1'-0"
1'-0"6'-8" 4'-0"
69'-8"
3'-0"
23'-0"
3'-0"
6'-0"
2'-10"
53'-6"
4'-0"25'-0" 8'-0"
36'-0"
1'-0"
4'-0"
1'-0"
1'-0"
1'-0"
4'-3 3/4"
PROJECT NUMBER
DATE DRAWNDETAILED BY
CONTRACTOR:
PROJECT:
TITLE:
LOCATION:
DWG
PROJECT
HOME OFFICE DES MOINES, IOWA, U.S.A.
DISTRICT OFFICES WORLDWIDE
THIS DRAWING IS THE PROPERTY
OF EFCO AND IS LOANED TO THE
RECIPIENT IN CONFIDENCE.
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
DRAWING NUMBER
CHECK DATECHECKED BY
ISSUING OFFICE
RELEASE DATE:
PRELIMINARY
NOT FOR CONSTRUCTION
Plo
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: F
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B
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, F
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et: F
ile
P
ath
: C
:\U
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rs\g
arcia
fe
\d
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oa
st O
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##
##
----
FG 7/6/12 ---- ----
001
PLAN VIEW
3'-0"R
HD OUTSIDE ANGLE
CX-h. (TYP)
PG 4'-0"R
18"CBC
12"CBC
18"CBC
21"CBC
12"CBC
18"CBC
12"CBC
3"RCBC
21"CBC
3"RCBC
PG 7'-0"R
PG 7'-0"R
14" CBC
24" CBC
24"CBC/4"RDBC
3"RCBC
9"CBC
10"CBC
2'-0"R
24"CBC
22"CBC
24"CBC
21"CBC
3"RCBC
12"CBC
PG 5'-0"R
4'-0" 3'-0"
4'-0"R
PG 7'-0"R
12"CBC
46'-0"
37'-0"
4'-0"
1'-6"
INNER ROD
1"Ø X 5'-8"
3"RCBC/
13"CBC
12"CBC
6'-0"R
BY-2 @ 2' VERT CTRS
BY-2
44'-0"
27'-10"
3'-0"
32'-0"
26'-0"
45'-0"
2'-0"
1'-0"
INNER ROD
1"Ø X 3'-8"
INNER ROD
1"Ø X 5'-2"
INNER ROD
1"Ø X 7'-8"
WOOD BULKHEAD BY CONTRACTOR
SHE-BOLT 1"Ø X
20" (TYP)
EL WALL ALIGNER (12'+12'+8')
PG 8'-0"R
PG
9'-0"R
PG
8'-0"R
PG
5'-0"R
PG
3'-0"R
6'-0"R
WOOD BLOCKING
BY CONTR
6'-0"R 6'-0"R
1'-0"
8'-0"
6'-0"
5'-6"
1'-0"
CBC STRUT
CBC STRUT @ 4'
VERT CTRS (TYP)
INNER ROD
1"Ø X 34'-0"
PG 8'-0"R PG 8'-0"R PG 8'-0"R
PG 8'-0"R PG 8'-0"R PG 8'-0"R PG 8'-0"R
PG
9'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
5'-0"R
PG
5'-0"R PG 8'-0"R
PG 8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG
8'-0"R
PG 5'-0"R
PG
5'-0"R
8'-0"25'-0"
8"CBC
INNER ROD
1"Ø x 14"
EL WALL
ALIGNER
(12'+12'+8')
SHE-BOLT 1"Ø X
20" (TYP)
CBC STRUT @ 4'
VERT CTRS (TYP)
PROJECT NUMBER
DATE DRAWNDETAILED BY
CONTRACTOR:
PROJECT:
TITLE:
LOCATION:
DWG
PROJECT
HOME OFFICE DES MOINES, IOWA, U.S.A.
DISTRICT OFFICES WORLDWIDE
THIS DRAWING IS THE PROPERTY
OF EFCO AND IS LOANED TO THE
RECIPIENT IN CONFIDENCE.
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
DRAWING NUMBER
CHECK DATECHECKED BY
ISSUING OFFICE
RELEASE DATE:
PRELIMINARY
NOT FOR CONSTRUCTION
Plo
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P
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: C
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rs\g
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##
##
----
FG 7/6/12 ---- ----
001
BRACE @ 8'-0" (2400mm) CENTERS MAX.
- LOCATION OF HEAVY DUTY PIPE
(UNLESS NOTED OTHERWISE - TYP)
SS-2 & SCAFFOLD ARM SS-21 @ 8'-0"
- LOCATION OF SCAFFOLD POST
(2400mm) CENTERS MAX. (TYP)
A
A
A
B
A
B
PG
8'-0"R
X
12'-0"
VARIES
28'-0"
PG
8'-0"R
X
12'-0"
HD PIPE
BRACE: 15'-26'
(TYP.)
SCAFFOLD ARM: SS-21
& POST: SS-2 @
8'-0" CTRS. MAX. (TYP.)
PG
8'-0"R
X
12'-0"
PG
8'-0"R
X
12'-0"
PG
8'-0"R
X
4'-0"
PG
8'-0"R
X
4'-0"
HD PIPE
BRACE SHOE
PBS-1.
TTW-5 WASHERS AS
SPACERS (TYP)
SHE-BOLT 1"Ø
X 20" (TYP)
TOP YOKE TY-7 @
EVERY TIE LOC
(TYP)
6
0
°
M
A
X
2'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
6'-0"
WOOD PLANKING &
HANDRAIL BY
CONTRACTOR (TYP)
NOTE: THIS IS ONLY
REQUIRED FOR THE
EXTERIOR WALLS
WHERE THE INNER ROD
WILL BE REQUIRED TO
ANCHOR THE SLAB
EDGES FORMS
PG
8'-0"R
X
12'-0"
VARIES
30'-0"
PG
8'-0"R
X
12'-0"
HD PIPE
BRACE: 15'-26'
(TYP.)
PG
8'-0"R
X
12'-0"
PG
8'-0"R
X
12'-0"
PG
8'-0"R
X
4'-0"
PG
8'-0"R
X
4'-0"
HD PIPE
BRACE SHOE
PBS-1.
TOP YOKE
TY-4 @ EVERY
TIE LOC (TYP)
PG
8'-0"R
X
2'-0"
PG
8'-0"R
X
2'-0"
SCAFFOLD ARM: SS-21
& POST: SS-2 @
8'-0" CTRS. MAX. (TYP.)
SHE-BOLT 1"Ø
X 20" (TYP)
6
0
°
WOOD PLANKING &
HANDRAIL BY
CONTRACTOR (TYP)
2'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
5'-0"
3'-0"
NOTE: THIS IS ONLY REQUIRED FOR THE
EXTERIOR WALLS WHERE THE INNER ROD
WILL BE REQUIRED TO ANCHOR THE SLAB
EDGES FORMS
PROJECT NUMBER
DATE DRAWNDETAILED BY
CONTRACTOR:
PROJECT:
TITLE:
LOCATION:
DWG
PROJECT
HOME OFFICE DES MOINES, IOWA, U.S.A.
DISTRICT OFFICES WORLDWIDE
THIS DRAWING IS THE PROPERTY
OF EFCO AND IS LOANED TO THE
RECIPIENT IN CONFIDENCE.
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
DRAWING NUMBER
CHECK DATECHECKED BY
ISSUING OFFICE
RELEASE DATE:
PRELIMINARY
NOT FOR CONSTRUCTION
Plo
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2 @
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av
ed
B
y: G
arcia
, F
elip
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Sh
ee
t S
et: F
ile
P
ath
: C
:\U
se
rs\g
arcia
fe
\d
ocu
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nts\P
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JE
CT
S\first C
oa
st O
nco
lo
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oa
st O
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##
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----
FG 7/6/12 ---- ----
001
A
102 103
SECTIONB
102 103
SECTION
8
4
4
4
SUPER STUD X 3'-0"
SUPER STUD X 1'-0"
SS HUB 9'-0"
SUPER STUD TO E-Z
DECK HEAD
U-HEAD
Z-BEAM X 12'-0"
E-BEAM X 7'-0"
E-BEAM X 12'-0"
U-HEAD
Z-BEAM X 6'-0"
E-BEAM X 7'-0"
U-HEAD
Z-BEAM X 12'-0"
E-BEAM X 7'-0"
8
4
8
4
8
4
8
4
4
4
4
4
4
4
PLAN VIEW - E-Z DECK LAYOUT
POUR 1 - TOP SLAB
A
Z-BEAM X 8'-0"
E-BEAM X 6'-0"
Z-BEAM X 8'-0"
E-BEAM X 13'-0"
Z-BEAM X 12'-0"
E-BEAM X 12'-0"
32'-0"
37'-0"
25'-0" 8'-0"4'-0"
36'-0"
26'-0"
PROJECT NUMBER
DATE DRAWNDETAILED BY
CONTRACTOR:
PROJECT:
TITLE:
LOCATION:
DWG
PROJECT
HOME OFFICE DES MOINES, IOWA, U.S.A.
DISTRICT OFFICES WORLDWIDE
THIS DRAWING IS THE PROPERTY
OF EFCO AND IS LOANED TO THE
RECIPIENT IN CONFIDENCE.
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
DRAWING NUMBER
CHECK DATECHECKED BY
ISSUING OFFICE
RELEASE DATE:
PRELIMINARY
NOT FOR CONSTRUCTION
Plo
t D
ate
: F
rid
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ly 0
6, 2
01
2 @
1
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2:1
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av
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: F
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ly 0
6, 2
01
2 @
1
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1:3
2 P
M L
as
t S
av
ed
B
y: G
arcia
, F
elip
e
Sh
ee
t S
et: F
ile
P
ath
: C
:\U
se
rs\g
arcia
fe
\d
ocu
me
nts\P
RO
JE
CT
S\first C
oa
st O
nco
lo
gy\first C
oa
st O
nco
lo
gy_
dra
win
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ST
C
OA
ST
O
NC
OL
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Y_
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##
##
----
FG 7/6/12 ---- ----
001
8
4
4
4
SUPER STUD X 3'-0"
SUPER STUD X 1'-0"
SS HUB 9'-0"
SUPER STUD TO E-Z
DECK HEAD
U-HEAD
Z-BEAM X 12'-0"
E-BEAM X 7'-0"
E-BEAM X 12'-0"
U-HEAD
Z-BEAM X 6'-0"
E-BEAM X 7'-0"
U-HEAD
Z-BEAM X 12'-0"
E-BEAM X 7'-0"
PLAN VIEW - E-Z DECK LAYOUT
POUR 2
A
12'-0"
6'-0"
26'-0"
8'-0"
4'-0"
PROJECT NUMBER
DATE DRAWNDETAILED BY
CONTRACTOR:
PROJECT:
TITLE:
LOCATION:
DWG
PROJECT
HOME OFFICE DES MOINES, IOWA, U.S.A.
DISTRICT OFFICES WORLDWIDE
THIS DRAWING IS THE PROPERTY
OF EFCO AND IS LOANED TO THE
RECIPIENT IN CONFIDENCE.
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
DRAWING NUMBER
CHECK DATECHECKED BY
ISSUING OFFICE
RELEASE DATE:
PRELIMINARY
NOT FOR CONSTRUCTION
Plo
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: F
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2 @
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2 P
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av
ed
B
y: G
arcia
, F
elip
e
Sh
ee
t S
et: F
ile
P
ath
: C
:\U
se
rs\g
arcia
fe
\d
ocu
me
nts\P
RO
JE
CT
S\first C
oa
st O
nco
lo
gy\first C
oa
st O
nco
lo
gy_
dra
win
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IR
ST
C
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Y_
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##
##
----
FG 7/6/12 ---- ----
001
PLAN VIEW - E-Z DECK LAYOUT
POUR 3
8
4
8
4
8
4
8
4
8
4
4
4
SUPER STUD X 3'-0"
SUPER STUD X 1'-0"
SS HUB 9'-0"
SUPER STUD TO E-Z
DECK HEAD
U-HEAD
Z-BEAM X 12'-0"
E-BEAM X 7'-0"
E-BEAM X 12'-0"
U-HEAD
Z-BEAM X 6'-0"
E-BEAM X 7'-0"
U-HEAD
Z-BEAM X 12'-0"
E-BEAM X 7'-0"
A
Z-BEAM X 8'-0"
E-BEAM X 13'-0"
Z-BEAM X 12'-0"
E-BEAM X 12'-0"
E-BEAM
X 11'-0"
E-BEAM
X 11'-0"
E-BEAM
X 12'-0"
E-BEAM
X 13'-0"
37'-0"
8'-0"
36'-0"
PROJECT NUMBER
DATE DRAWNDETAILED BY
CONTRACTOR:
PROJECT:
TITLE:
LOCATION:
DWG
PROJECT
HOME OFFICE DES MOINES, IOWA, U.S.A.
DISTRICT OFFICES WORLDWIDE
THIS DRAWING IS THE PROPERTY
OF EFCO AND IS LOANED TO THE
RECIPIENT IN CONFIDENCE.
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
DRAWING NUMBER
CHECK DATECHECKED BY
ISSUING OFFICE
RELEASE DATE:
PRELIMINARY
NOT FOR CONSTRUCTION
Plo
t D
ate
: F
rid
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01
2 @
1
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av
ed
: F
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ly 0
6, 2
01
2 @
1
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1:3
2 P
M L
as
t S
av
ed
B
y: G
arcia
, F
elip
e
Sh
ee
t S
et: F
ile
P
ath
: C
:\U
se
rs\g
arcia
fe
\d
ocu
me
nts\P
RO
JE
CT
S\first C
oa
st O
nco
lo
gy\first C
oa
st O
nco
lo
gy_
dra
win
gs\F
IR
ST
C
OA
ST
O
NC
OL
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Y_
10
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wg
##
##
----
FG 7/6/12 ---- ----
001
28'-0"
E-Z DECK
POST X
6'-0"
PANEL X 4'-0"
E-Z DECK
POST X
6'-0"
E-Z DECK
POST X
6'-0"
E-Z DECK
POST X 4'-4"
E-Z DECK
LONG JACK
E-Z DECK
SHORT JACK
5'-0"
E-BEAM X 7'-0"
E-Z DECK
POST X
6'-0"
E-Z DECK
SHORT JACK
DOUBLE Z-BEAM
E-BEAM X 12'-0"
PANEL X 8'-0"
E-Z DECK
LONG JACK
PG
X
(4'+
2')
PLYWOOD BY
CONTRACTOR (TYP)
PLYWOOD BY
CONTRACTOR (TYP)
3"
1'-0"
PG
X
4'-0"
SUPER STUD
PLUMBING
SCREW
SS X 12' AS SLAB EDGE
SUPPORT BEAM @ 4'-0"
CTRS
1'-8"
8"
5'-10"
5'-10"
8"
8"
11 1/2"
PANEL X 8'-0"
E-Z DECK
POST X
6'-0"
E-Z DECK
POST X
6'-0"
E-Z DECK
POST X
6'-0"E-Z DECK
POST X 4'-4"
5'-8"
8"
8"
5'-8"
8"
8"
8"
8"
2'-2"
2'-2"
1'-0"
PROJECT NUMBER
DATE DRAWNDETAILED BY
CONTRACTOR:
PROJECT:
TITLE:
LOCATION:
DWG
PROJECT
HOME OFFICE DES MOINES, IOWA, U.S.A.
DISTRICT OFFICES WORLDWIDE
THIS DRAWING IS THE PROPERTY
OF EFCO AND IS LOANED TO THE
RECIPIENT IN CONFIDENCE.
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
DRAWING NUMBER
CHECK DATECHECKED BY
ISSUING OFFICE
RELEASE DATE:
PRELIMINARY
NOT FOR CONSTRUCTION
Plo
t D
ate
: F
rid
ay, Ju
ly 0
6, 2
01
2 @
1
:5
2:2
7 P
M L
as
t S
av
ed
: F
rid
ay, Ju
ly 0
6, 2
01
2 @
1
:5
1:3
2 P
M L
as
t S
av
ed
B
y: G
arcia
, F
elip
e
Sh
ee
t S
et: F
ile
P
ath
: C
:\U
se
rs\g
arcia
fe
\d
ocu
me
nts\P
RO
JE
CT
S\first C
oa
st O
nco
lo
gy\first C
oa
st O
nco
lo
gy_
dra
win
gs\F
IR
ST
C
OA
ST
O
NC
OL
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Y_
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1-1
05
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wg
##
##
----
FG 7/6/12 ---- ----
001
A
104-106 107
SECTION
POUR 1
28'-0"
5'-0"
E-Z DECK
LONG JACK
E-Z DECK
SHORT JACK
E-BEAM X 7'-0"
Z-BEAM
1'-6"
8"
10"
8"
PANEL X 4'-0"
PLYWOOD BY
CONTRACTOR (TYP)
E-Z DECK
POST X
6'-0"
E-Z DECK
POST X
6'-0"
E-Z DECK
POST X 4'-4"
5'-8"
8"
PROJECT NUMBER
DATE DRAWNDETAILED BY
CONTRACTOR:
PROJECT:
TITLE:
LOCATION:
DWG
PROJECT
HOME OFFICE DES MOINES, IOWA, U.S.A.
DISTRICT OFFICES WORLDWIDE
THIS DRAWING IS THE PROPERTY
OF EFCO AND IS LOANED TO THE
RECIPIENT IN CONFIDENCE.
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
DRAWING NUMBER
CHECK DATECHECKED BY
ISSUING OFFICE
RELEASE DATE:
PRELIMINARY
NOT FOR CONSTRUCTION
Plo
t D
ate
: F
rid
ay, Ju
ly 0
6, 2
01
2 @
1
:5
2:2
9 P
M L
as
t S
av
ed
: F
rid
ay, Ju
ly 0
6, 2
01
2 @
1
:5
1:3
2 P
M L
as
t S
av
ed
B
y: G
arcia
, F
elip
e
Sh
ee
t S
et: F
ile
P
ath
: C
:\U
se
rs\g
arcia
fe
\d
ocu
me
nts\P
RO
JE
CT
S\first C
oa
st O
nco
lo
gy\first C
oa
st O
nco
lo
gy_
dra
win
gs\F
IR
ST
C
OA
ST
O
NC
OL
OG
Y_
10
1-1
05
.d
wg
##
##
----
FG 7/6/12 ---- ----
001
A
104-106 108
SECTION
POUR 2
28'-0"
30'-0"
9'-3 1/2"
10'-2"
9'-2 1/2"
3'-0"
5'-0"
E-Z DECK
POST X
6'-0"
E-Z DECK
POST X
6'-0"
E-Z DECK
LONG JACK
E-Z DECK
LONG JACK
E-Z DECK
SHORT JACK
E-Z DECK
SHORT JACK
8"
8"
E-Z DECK Z-BEAM
X 12'-0"
E-BEAM X 12'-0"
E-BEAM X 7'-0"
1'-0"
8"
10"
PANEL X 4'-0"PANEL X 8'-0" PANEL X 8'-0"
PLYWOOD BY
CONTRACTOR (TYP)
PLYWOOD BY
CONTRACTOR (TYP)2'-3" 2'-3"
WOOD BLOCKING BY
CONTRACTOR (TYP)
PROJECT NUMBER
DATE DRAWNDETAILED BY
CONTRACTOR:
PROJECT:
TITLE:
LOCATION:
DWG
PROJECT
HOME OFFICE DES MOINES, IOWA, U.S.A.
DISTRICT OFFICES WORLDWIDE
THIS DRAWING IS THE PROPERTY
OF EFCO AND IS LOANED TO THE
RECIPIENT IN CONFIDENCE.
FORMING AND SHORING EQUIPMENT
FOR CONCRETE CONSTRUCTION
DRAWING NUMBER
CHECK DATECHECKED BY
ISSUING OFFICE
RELEASE DATE:
PRELIMINARY
NOT FOR CONSTRUCTION
Plo
t D
ate
: F
rid
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ly 0
6, 2
01
2 @
1
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2:3
1 P
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as
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av
ed
: F
rid
ay, Ju
ly 0
6, 2
01
2 @
1
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2 P
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ed
B
y: G
arcia
, F
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e
Sh
ee
t S
et: F
ile
P
ath
: C
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se
rs\g
arcia
fe
\d
ocu
me
nts\P
RO
JE
CT
S\first C
oa
st O
nco
lo
gy\first C
oa
st O
nco
lo
gy_
dra
win
gs\F
IR
ST
C
OA
ST
O
NC
OL
OG
Y_
10
1-1
05
.d
wg
##
##
----
FG 7/6/12 ---- ----
001
A
104-106 109
SECTION
POUR 3
