155 Pine St RES20-0096 4 of 4_1610 PVC SINGLE HUNG NON-IMPACT CWS-935
C
ADE 08/09/14A UPDATED PER 2014 FBC 03/17/15 EMK B C NEW MTG RAIL & SILL ADDED ORIEL EMK EMK 12/17/15 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY:
D
A
T
E
:
DWG #: REV.: SCALE:1:20SHEET 1 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONS
GE
N
E
RAL NOTES:
1.
T
H
E
P
R
O
D
U
C
T
S
H
O
W
N
H
E
R
E
I
N
I
S
D
E
S
I
G
N
E
D
A
N
D
M
A
N
U
F
A
C
T
U
R
E
D
T
O
C
O
M
P
L
Y
W
I
T
H
T
H
E
F
L
O
R
I
D
A
B
U
I
L
D
I
N
G
C
O
D
E
(
F
B
C
)
,
C
U
R
R
E
N
T
E
D
I
T
I
O
N
.
2.
G
L
A
Z
I
N
G
O
P
T
I
O
N
S
:
(
S
E
E
S
H
E
E
T
3
)
3.
C
O
N
F
I
G
U
R
A
T
I
O
N
S
:
"
O
/
X
"
.
4.
D
E
S
I
G
N
P
R
E
S
S
U
R
E
R
A
T
I
N
G
(
S
E
E
S
H
E
E
T
2
)
:
-
N
E
G
A
T
I
V
E
D
E
S
I
G
N
L
O
A
D
S
B
A
S
E
D
O
N
,
T
E
S
T
E
D
P
R
E
S
S
U
R
E
A
N
D
G
L
A
S
S
T
A
B
L
E
S
A
S
T
M
E
-
1
3
0
0
-
0
4
.
-
P
O
S
I
T
I
V
E
D
E
S
I
G
N
L
O
A
D
S
B
A
S
E
D
O
N
,
T
E
S
T
E
D
P
R
E
S
S
U
R
E
,
W
A
T
E
R
I
N
F
I
L
T
R
A
T
I
O
N
T
E
S
T
P
R
E
S
S
U
R
E
A
N
D
G
L
A
S
S
T
A
B
L
E
S
A
S
T
M
E
-
1
3
0
0
-
0
4
.
5.
A
N
C
H
O
R
A
G
E
:
T
H
E
3
3
1
/
3
%
S
T
R
E
S
S
I
N
C
R
E
A
S
E
H
A
S
N
O
T
B
E
E
N
U
S
E
D
I
N
T
H
E
D
E
S
I
G
N
O
F
T
H
I
S
P
R
O
D
U
C
T
.
S
E
E
S
H
E
E
T
7
F
O
R
A
N
C
H
O
R
D
E
T
A
I
L
S
.
W
I
N
D
L
O
A
D
D
U
R
A
T
I
O
N
F
A
C
T
O
R
C
d
=
1
.
6
W
A
S
U
S
E
D
F
O
R
W
O
O
D
A
N
C
H
O
R
C
A
L
C
U
L
A
T
I
O
N
S
.
6.
N
O
T
A
P
P
R
O
V
E
D
F
O
R
I
M
P
A
C
T
R
E
S
I
S
T
A
N
C
E
.
I
M
P
A
C
T
P
R
O
T
E
C
T
I
V
E
S
Y
S
T
E
M
I
S
R
E
Q
U
I
R
E
D
I
N
W
I
N
D
B
O
R
N
E
D
E
B
R
I
S
R
E
G
I
O
N
.
7.
A
L
L
F
R
A
M
E
S
A
N
D
V
E
N
T
S
F
U
L
L
Y
W
E
L
D
E
D
.
S
M
A
L
L
J
O
I
N
T
S
E
A
M
S
E
A
L
A
N
T
U
S
E
D
A
T
F
I
X
E
D
M
E
E
T
I
N
G
R
A
I
L
A
N
D
J
A
M
B
.
8.
S
E
R
I
E
S
/
M
O
D
E
L
D
E
S
I
G
N
A
T
I
O
N
S
H
-
6
1
0
.
9.
T
H
E
D
E
S
I
G
N
A
T
I
O
N
X
A
N
D
O
S
T
A
N
D
F
O
R
T
H
E
F
O
L
L
O
W
I
N
G
:
X
=
O
P
E
R
A
B
L
E
S
A
S
H
,
O
=
F
I
X
E
D
S
A
S
H
10
.
S
E
C
T
I
O
N
C
A
L
L
O
U
T
S
A
P
P
L
Y
T
O
A
L
L
E
L
E
V
A
T
I
O
N
S
I
N
A
S
I
M
I
L
A
R
L
O
C
A
T
I
O
N
.
11
.
E
X
T
E
R
N
AL WEEP SLOT = 1/4 x 1-1/2" LOCATED 5" FROM
B
O
T
H
E
N
D
S
.
T
A
B
L
E
O
F
C
O
N
T
E
N
T
S
GE
N
E
R
A
L
N
O
T
E
S
&
E
L
E
V
A
T
I
O
N
S
.
.
.
.
.
1
DP
C
H
A
R
T
S
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
2
GL
A
Z
I
N
G
D
E
T
A
I
L
S
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
3
SE
C
T
I
O
N
V
I
E
W
S
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
4
EX
T
R
U
S
I
O
N
S
&
B
.
O
.
M
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
5
AN
C
H
O
R
S
C
H
E
D
U
L
E
&
N
O
T
E
S
.
.
.
.
.
.
.
.
.
.
6
IN
S
T
A
L
L
A
T
I
O
N
D
E
T
A
I
L
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
7
O X
EQ
U
A
L
S
P
L
I
T
53
1
/
8
"
MA
X
U
N
I
T
W
I
D
T
H
54
3
/
8
"
FL
A
N
G
E
W
I
D
T
H
49
1
/
1
6
"
GL
A
S
S
D
L
O
76
"
MA
X
UN
I
T
HE
I
G
H
T
77
1
/
4
"
FL
A
N
G
E
HE
I
G
H
T
37
1
/
4
"
MA
X
SA
S
H
HE
I
G
H
T
49
1
5
/
1
6
"
MA
X
S
A
S
H
W
I
D
T
H
34
5
/
1
6
"
GL
A
S
S
D
L
O
47
"
GL
A
S
S
D
L
O
34
5
/
1
6
"
GL
A
S
S
D
L
O
A 7
B 7
GENERAL NOTES AND ELEVATIONS
CO
N
F
I
G
.
MA
X
.
U
N
I
T
SI
Z
E
EX
T
E
R
N
A
L
RE
I
N
F
O
R
C
E
M
E
N
T
DE
S
I
G
N
P
R
E
S
S
U
R
E
R
A
T
I
N
G
I
M
P
A
C
T
R
A
T
I
N
G
EQ
U
A
L
3
7
"
x
7
6
"
N
O
N
E
EQ
U
A
L
5
H
I
O
R
I
E
L
SE
E
C
O
M
P
A
R
A
T
I
V
E
AN
A
L
Y
S
I
S
C
H
A
R
T
,
S
H
E
E
T
2
NONE
53
-
1
/
8
"
x
7
6
"
*
2
0
1
1
C 7
A A
B
B D 7
C CSI
N
GL
E
H
U N G
- N O N -I M PA
C
T
(S
H
O
W
N
w /D
I
F
F
E
R
E N T O
P T IO
N
S)
*
O
N
L
Y
R
E
Q
U
I
R
E
D
W
I
T
H
H
-
6
1
3
7
F
I
X
E
D
M
E
E
T
I
N
G
R
A
I
L
&
S
C
R
E
W
-
O
N
I
N
T
E
R
L
O
C
K
,
S
-
2
0
0
1
-
S
E
E
S
H
E
E
T
4
F
O
R
D
E
T
A
I
L
S
.
DD
O X
OR
I
E
L
54
3
/
8
"
FL
A
N
G
E
W
I
D
T
H
53
1
/
8
"
MA
X
U
N
I
T
W
I
D
T
H
49
1
/
1
6
"
GL
A
S
S
D
L
O
76
"
MA
X
UN
I
T
HE
I
G
H
T
77
1
/
4
"
FL
A
N
G
E
HE
I
G
H
T
42
3
/
1
6
"
GL
A
S
S
D
L
O
27
3
/
1
6
"
GL
A
S
S
D
L
O
30
1
/
8
"
MA
X
SA
S
H
HE
I
G
H
T
49
1
5
/
1
6
"
MA
X
S
A
S
H
W
I
D
T
H
47
"
GL
A
S
S
D
L
O
2/23/2016
610 PVC SINGLE HUNG NON-IMPACT CWS-935
C
ADE 08/09/14A UPDATED PER 2014 FBC 03/17/15 EMK B C NEW MTG RAIL & SILL ADDED ORIEL EMK EMK 12/17/15 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY:
D
A
T
E
:
DWG #: REV.: SCALE:1:1SHEET 2 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONS
NO
T
E
:
IF
S
I
Z
E
I
N
T
E
N
D
E
D
I
S
N
O
T
S
H
O
W
N
,
U
S
E
N
E
X
T
L
A
R
G
E
R
S
I
Z
E
.
DESIGN PRESSURE CHARTS2/23/2016
610 PVC SINGLE HUNG NON-IMPACT CWS-935
C
ADE 08/09/14A UPDATED PER 2014 FBC 03/17/15 EMK B C NEW MTG RAIL & SILL ADDED ORIEL EMK EMK 12/17/15 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY:
D
A
T
E
:
DWG #: REV.: SCALE:1:1SHEET 3 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONS
46
SI
K
A
F
L
E
X
5
5
2
O
R
PU
R
F
E
C
T
G
L
A
Z
E
"
H
"
GL
A
S
S
T
Y
P
E
A
GL
A
S
S
T
Y
P
E
B
GL
A
S
S
T
Y
P
E
C
GLASS TYPE D
7/
8
"
O
V
E
R
A
L
L
1/
8
"
A
N
N
E
A
L
E
D
5/
8
"
A
I
R
S
P
A
C
E
1/
8
"
A
N
N
E
A
L
E
D
7/
8
"
O
V
E
R
A
L
L
1/
8
"
T
E
M
P
E
R
E
D
5/
8
"
A
I
R
S
P
A
C
E
1/
8
"
T
E
M
P
E
R
E
D
7/
8
"
O
V
E
R
A
L
L
3/
1
6
"
A
N
N
E
A
L
E
D
1/
2
"
A
I
R
S
P
A
C
E
3/
1
6
"
A
N
N
E
A
L
E
D
7/8"
O
V
E
R
A
L
L
3/16"
T
E
M
P
E
R
E
D
1/2"
A
I
R
S
P
A
C
E
3/16"
T
E
M
P
E
R
E
D
5/
8
"
G
L
A
S
S
B
I
T
E
5/
8
"
G
L
A
S
S
B
I
T
E
5/
8
"
G
L
A
S
S
B
I
T
E
5/8"
G
L
A
S
S
B
I
T
E
46
SI
K
A
F
L
E
X
5
5
2
O
R
PU
R
F
E
C
T
G
L
A
Z
E
"
H
"
46
SI
K
A
F
L
E
X
5
5
2
O
R
PU
R
F
E
C
T
G
L
A
Z
E
"
H
"
46 SIKAFLEX 552 OR PURFECT GLAZE "H"GLAZING DETAILS2/23/2016
610 PVC SINGLE HUNG NON-IMPACT CWS-935
C
ADE 08/09/14A UPDATED PER 2014 FBC 03/17/15 EMK B C NEW MTG RAIL & SILL ADDED ORIEL EMK EMK 12/17/15 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY:
D
A
T
E
:
DWG #: REV.: SCALE:1:2SHEET 4 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONS
SE
C
T
I
O
N
B
-
B
NO
T
E
:
L
E
F
T
S
I
D
E
S
H
O
W
S
F
I
X
E
D
S
E
C
T
I
O
N
V
I
E
W
,
RI
G
H
T
S
I
D
E
S
H
O
W
S
S
A
S
H
S
E
C
T
I
O
N
V
I
E
W
.
NO
T
E
:
I
T
E
M
S
N
O
T
S
H
O
W
N
F
O
R
C
L
A
R
I
T
Y
:
3
8
-
4
1
SECTION VIEWS
SE
C
T
I
O
N
A
-
A
37 281217
11 31622
5
323135
27
26
17 72417
32
8 17 30 25
6
23
18
20
33
919
8
2
4 21 32 13 10 37
8
3329
14
34
35
IN
T
E
R
I
O
R
IN
T
E
R
I
O
R
***
SE
C
T
I
O
N
C
-
C
AL
T
E
R
N
A
T
E
H
D
M
E
E
T
I
N
G
R
A
I
L
AN
D
U
N
I
-
F
R
A
M
E
NOTES:- FIN FRAME AVAILABLE FOR BOTH UNI-FRAME AND STANDARD FRAME TYPES.- 880 BALANCERS AND DEEP POCKET UNI-FRAME (H-6193) REQUIRED FOR LARGER SASHES. (NOT SHOWN IN SECTION B-B)* EXTERNAL REINFORCEMENT REQUIRED ON UNIT WIDTHS OVER 37" WITH THE H-6137 FIXED MEETING RAIL AND SCREW-ON INTERLOCK, S-2001.
2
47
4632
4345
32
SECTION D-D
DE
E
P
P
O
C
K
E
T
U
N
I
-
F
R
A
M
E
44
48
49
2/23/2016
610 PVC SINGLE HUNG NON-IMPACT CWS-935
C
ADE 08/09/14A UPDATED PER 2014 FBC 03/17/15 EMK B C NEW MTG RAIL & SILL ADDED ORIEL EMK EMK 12/17/15 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY:
D
A
T
E
:
DWG #: REV.: SCALE:1:2SHEET 5 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONSFRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES)1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8
PV
C
F
R
A
M
E
H
E
A
D
&
J
A
M
B
H-
6
1
2
5
PV
C
F
R
A
M
E
S
I
L
L
H-
6
1
2
6
PV
C
S
I
D
E
R
A
I
L
H-
6
1
3
2
PV
C
S
A
S
H
B
T
M
R
A
I
L
H-
6
1
3
6
PV
C
S
A
S
H
F
M
R
H-
6
1
3
7
PVC SASH TOP RAIL H-6138INTERLOCKS-2001
PV
C
S
C
R
E
E
N
A
D
A
P
T
O
R
S-
6
1
4
3
PV
C
S
A
S
H
S
T
O
P
S-
6
1
3
8
PV
C
G
L
A
Z
I
N
G
B
E
A
D
S-
6
1
4
1
REINF. SSR HD S-2006
RE
I
N
F
.
B
T
M
R
A
I
L
S-
2
0
0
7
RE
I
N
F
.
T
O
P
R
A
I
L
S-2009REINF. EXTERNAL S-2011
1/
1
6
"
1/
1
6
"
3
9
/
1
6
"
3
7
/
1
6
"
3
1
/
2
"
3
7
/
8
"
1
7
/
1
6
"
1
7
/
1
6
"
2
1
/
8
"
1
7
/
1
6
"
1
7
/
1
6
"
1
7
/
8
"
1 11/16"1 7/16"
5/
8
"
3/
4
"
1/16"
5/
1
6
"
15
/
1
6
"
5/
1
6
"
3/4"
13
/
1
6
"
.050"1 3/16"1/16"
9/
1
6
"
1
3
/
1
6
"
9/
1
6
"
1/
1
6
"
1 3/16"
9/
1
6
"
1/16"7/8"3/8"1/8"
RE
I
N
F
.
F
M
R
S-
2
0
0
8
1
5
/
1
6
"
9/
1
6
"
1/
1
6
"
4
6 7102021
22
23
24 BOM AND EXTRUSIONS
1
2
3
8
.0
5
0
"
9
.0
7
4
"
1/
1
6
"
5
1/
1
6
"
1/16"1/16"25
1
3
/
8
"
NO
T
E
:
A
L
L
E
X
T
R
U
S
I
O
N
S
A
R
E
A
L
U
M
.
6
0
6
3
-
T
6
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
2
1
/
1
6
"
2
3
/
8
"
PV
C
H
D
F
M
R
H-6157
PV
C
F
R
A
M
E
H-
6
1
9
3
PV
C
S
I
L
L
P
O
C
K
E
T
I
N
S
E
R
T
S-
6
2
1
6
REINF. HD FMR H-2115 6005A-T5
PV
C
S
C
R
E
E
N
R
E
T
A
I
N
E
R
S-
6
2
1
7
44
46
47
43 45
3
7
/
1
6
"
3
9
/
1
6
"
1"
2
1
/
1
6
"
1/
1
6
"
1
1
3
/
1
6
"
1
1
/
8
"
1/
1
6
"
1 11/16"
2
1
/
8
"
1/16"1 5/16"1 3/16"1/16"
5/
8
"
7/
1
6
"
1/
1
6
"
2/23/2016
610 PVC SINGLE HUNG NON-IMPACT CWS-935
C
ADE 08/09/14A UPDATED PER 2014 FBC 03/17/15 EMK B C NEW MTG RAIL & SILL ADDED ORIEL EMK EMK 12/17/15 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY:
D
A
T
E
:
DWG #: REV.: SCALE:1:20SHEET 6 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONS
IN
S
T
A
L
L
A
T
I
O
N
AN
C
H
O
R
S
(
T
Y
P
.
)
AN
C HO
R
L
A
Y
O
U
T
-
(
F
L
A
NG
E
)
[N
O
S
I
L
L
A
N
C
H
O
R
S
R
E
Q
U
I
R
E
D
]
AN
C HO
R
L
A
Y
O
U
T
-
(
F
I
N )SEE NOTE 2
SE
E
N
O
T
E
2
O X
O X
4"
M
A
X
.
(
T
Y
P
.
)
8"
M
A
X
.
O
.
C
.
(
T
Y
P
.
)
4"
M
A
X
.
(
T
Y
P
.
)
8"MA
X
.
O
.
C
.
(T
Y
P
.
)
6"
M
A
X
.
(
T
Y
P
.
)
6"
M
A
X
.
(
T
Y
P
.
)
3"
(
T
Y
P
.
)
3"
(
T
Y
P
.
)
MI
D
P
O
I
N
T
@
W
I
D
T
H
S
O
V
E
R
3
7
"
14
1
/
2
"
MA
X
.
O
.
C
.
(T
Y
P
.
)
ANCHOR SCHEDULE AND NOTES
NO
T
E
S
:
1.
I
N
S
T
A
L
L
O
N
E
A
N
C
H
O
R
A
T
E
A
C
H
I
N
S
T
A
L
L
A
T
I
O
N
L
O
C
A
T
I
O
N
.
S
I
L
L
A
N
C
H
O
R
S
P
A
C
I
N
G
S
A
M
E
A
S
H
E
A
D
.
2.
S
H
I
M
A
S
R
E
Q
A
T
E
A
C
H
I
N
S
T
A
L
L
A
T
I
O
N
A
N
C
H
O
R
U
S
I
N
G
L
O
A
D
B
E
A
R
I
N
G
S
H
I
M
S
.
M
A
X
.
A
L
L
O
W
A
B
L
E
S
H
I
M
S
T
A
C
K
T
O
B
E
1
/
4
"
.
U
S
E
S
H
I
M
S
W
H
E
R
E
S
P
A
C
E
G
R
E
A
T
E
R
T
H
A
N
1
/
1
6
"
I
S
P
R
E
S
E
N
T
.
L
O
A
D
B
E
A
R
I
N
G
S
H
I
M
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
O
F
H
I
G
H
D
E
N
S
I
T
Y
P
L
A
S
T
I
C
O
R
B
E
T
T
E
R
.
W
O
O
D
S
H
I
M
S
A
R
E
N
O
T
A
L
L
O
W
E
D
.
3.
A
N
C
H
O
R
T
Y
P
E
,
S
I
Z
E
,
S
P
A
C
I
N
G
A
N
D
E
M
B
E
D
M
E
N
T
S
H
A
L
L
B
E
A
S
S
P
E
C
I
F
I
E
D
I
N
T
H
E
S
E
D
R
A
W
I
N
G
S
,
S
E
E
T
A
B
L
E
1
,
S
H
E
E
T
7
.
4.
A
L
L
I
N
S
T
A
L
L
A
T
I
O
N
A
N
C
H
O
R
S
M
U
S
T
B
E
M
A
D
E
O
F
O
R
P
R
O
T
E
C
T
E
D
W
I
T
H
A
C
O
R
R
O
S
I
O
N
R
E
S
I
S
T
A
N
T
M
A
T
E
R
I
A
L
O
R
C
O
A
T
I
N
G
.
D
I
S
S
I
M
I
L
A
R
M
E
T
A
L
S
O
R
M
A
T
E
R
I
A
L
S
I
N
C
O
N
T
A
C
T
W
I
T
H
P
R
E
S
S
U
R
E
T
R
E
A
T
E
D
W
O
O
D
M
U
S
T
B
E
P
R
O
T
E
C
T
E
D
T
O
P
R
E
V
E
N
T
R
E
A
C
T
I
O
N
.
5.
I
N
S
T
A
L
L
A
T
I
O
N
A
N
C
H
O
R
S
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
N
C
H
O
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
I
N
S
T
A
L
L
A
T
I
O
N
I
N
S
T
R
U
C
T
I
O
N
S
,
A
N
D
A
N
C
H
O
R
S
S
H
A
L
L
N
O
T
B
E
U
S
E
D
I
N
S
U
B
S
T
R
A
T
E
S
W
I
T
H
S
T
R
E
N
G
T
H
S
L
E
S
S
T
H
A
N
T
H
E
M
I
N
I
M
U
M
S
P
E
C
I
F
I
E
D
I
N
T
A
B
L
E
1
,
S
H
E
E
T
7
.
6.
A
N
C
H
O
R
E
M
B
E
D
M
E
N
T
T
O
S
U
B
S
T
R
A
T
E
S
H
A
L
L
B
E
B
E
Y
O
N
D
W
A
L
L
D
R
E
S
S
I
N
G
O
R
S
T
U
C
C
O
.
F
O
R
C
O
N
C
R
E
T
E
/
C
M
U
O
P
E
N
I
N
G
S
,
E
M
B
E
D
M
E
N
T
S
H
A
L
L
B
E
B
E
Y
O
N
D
W
O
O
D
B
U
C
K
S
,
I
F
U
S
E
D
,
I
N
T
O
S
U
B
S
T
R
A
T
E
-
1
X
B
U
C
K
S
A
R
E
O
P
T
I
O
N
A
L
.
7.
A
M
I
N
I
M
U
M
C
E
N
T
E
R
-
T
O
-
C
E
N
T
E
R
S
P
A
C
I
N
G
S
H
A
L
L
B
E
M
A
I
N
T
A
I
N
E
D
B
E
T
W
E
E
N
A
L
L
F
A
S
T
E
N
E
R
S
:
3
"
F
O
R
M
A
S
O
N
R
Y
,
1
"
F
O
R
W
O
O
D
A
N
D
M
E
T
A
L
.
8.
W
O
O
D
O
R
M
A
S
O
N
R
Y
O
P
E
N
I
N
G
S
,
B
U
C
K
S
A
N
D
B
U
C
K
F
A
S
T
E
N
E
R
S
S
H
A
L
L
B
E
P
R
O
P
E
R
L
Y
D
E
S
I
G
N
E
D
B
Y
T
H
E
A
R
C
H
I
T
E
C
T
O
R
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
A
N
D
I
N
S
T
A
L
L
E
D
T
O
T
R
A
N
S
F
E
R
W
I
N
D
L
O
A
D
S
T
O
T
H
E
S
T
R
U
C
T
U
R
E
.
S
U
B
S
T
R
A
T
E
S
S
H
A
L
L
M
E
E
T
T
H
E
M
I
N
I
M
U
M
S
T
R
E
N
G
T
H
R
E
Q
U
I
R
E
M
E
N
T
S
A
S
S
H
O
W
N
I
N
T
A
B
L
E
1
,
S
H
E
E
T
7
.
C
O
N
C
R
E
T
E
A
N
D
M
A
S
O
N
R
Y
S
U
B
S
T
R
A
T
E
S
M
A
Y
N
O
T
B
E
C
R
A
C
K
E
D
.
9.
S
E
A
L
I
N
G
A
N
D
F
L
A
S
H
I
N
G
S
T
R
A
T
E
G
I
E
S
F
O
R
O
V
E
R
A
L
L
W
A
T
E
R
R
E
S
I
S
T
A
N
C
E
O
F
I
N
S
T
A
L
L
A
T
I
O
N
S
H
A
L
L
B
E
D
O
N
E
B
Y
O
T
H
E
R
S
F
O
L
L
O
W
I
N
G
T
H
E
C
U
R
R
E
N
T
V
E
R
S
I
O
N
O
F
T
H
E
R
E
F
E
R
E
N
C
E
D
O
C
U
M
E
N
T
S
:
F
M
A
/
A
A
M
A
1
0
0
(
F
I
N
W
I
N
D
O
W
S
)
,
F
M
A
/
A
A
M
A
2
0
0
(
F
L
A
N
G
E
W
I
N
D
O
W
S
)
,
F
M
A
/
W
D
M
A
2
5
0
(
B
O
X
W
I
N
D
O
W
S
)
,
F
M
A
/
A
A
M
A
/
W
D
M
A
3
0
0
(
E
X
T
E
R
I
O
R
D
O
O
R
S
)
INSTALLATION ANCHORS (TYP.)2/23/2016
610 PVC SINGLE HUNG NON-IMPACT CWS-935
C
ADE 08/09/14A UPDATED PER 2014 FBC 03/17/15 EMK B C NEW MTG RAIL & SILL ADDED ORIEL EMK EMK 12/17/15 02/10/16 LUCAS A. TURNER, P.E.FL PE # 58201 1239 JABARA AVE.NORTH PORT, FL 34288 PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474 WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY:
D
A
T
E
:
DWG #: REV.: SCALE:1:2SHEET 7 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONS
VE
R
T
I
C
A
L
S
E
C
T
I
O
N
TY
P
I
C
A
L
S
I
L
L
A
N
C
H
O
R
A
G
E
NO
S
I
L
L
A
N
C
H
O
R
S
R
E
Q
U
I
R
E
D
A 7
B 7
HO
R
I
Z
O
N
T
A
L
S
E
C
T
I
O
N
TY
P
I
C
A
L
J
A
M
B
A
N
C
H
O
R
A
G
E
INSTALLATION DETAILS
TY
P
I
C
A
L
H
E
A
D
A
N
C
H
O
R
A
G
E
C 7HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION
FR
A
M
E
T
Y
P
E
S
U
B
S
T
R
A
T
E
T
Y
P
E
A
N
C
H
O
R
T
Y
P
E
M
I
N
.
E
M
B
E
D
M
E
N
T
M
I
N
.
E
D
G
E
D
I
S
T
.
FL
A
N
G
E
C
O
N
C
R
E
T
E
(
2
.
0
K
S
I
M
I
N
.
)
3
/
1
6
"
I
T
W
T
A
P
C
O
N
1
"
1
-
1
/
8
"
FL
A
N
G
E
H
O
L
L
O
W
O
R
G
R
O
U
T
-
F
I
L
L
E
D
C
M
U
(
1
1
7
P
C
F
M
I
N
.
)
3
/
1
6
"
I
T
W
T
A
P
C
O
N
1
"
2
"
FL
A
N
G
E
C
O
N
C
R
E
T
E
(
2
.
8
5
K
S
I
M
I
N
.
)
3
/
1
6
"
E
L
C
O
U
L
T
R
A
C
O
N
1
"
1
"
FL
A
N
G
E
G
R
O
U
T
-
F
I
L
L
E
D
C
M
U
(
A
S
T
M
C
-
9
0
)
3
/
1
6
"
E
L
C
O
U
L
T
R
A
C
O
N
1
-
1
/
4
"
2
-
1
/
2
"
FL
A
N
G
E
2
X
M
I
N
.
S
O
U
T
H
E
R
N
P
I
N
E
(
G
=
0
.
5
5
)
3/
1
6
"
I
T
W
T
A
P
C
O
N
OR
E
L
C
O
U
L
T
R
A
C
O
N
1-
3
/
8
"
7
/
8
"
FL
A
N
G
E
2
X
M
I
N
.
S
O
U
T
H
E
R
N
P
I
N
E
(
G
=
0
.
5
5
)
#
1
0
W
O
O
D
S
C
R
E
W
1
-
3
/
8
"
7
/
8
"
FL
A
N
G
E
16
G
A
U
G
E
(
0
.
0
6
0
"
)
M
I
N
.
S
T
E
E
L
S
T
U
D
(3
3
K
S
I
Y
I
E
L
D
M
I
N
)
#1
0
-
1
6
H
I
L
T
I
K
W
I
K
-
F
L
E
X
O
R
I
T
W
TE
K
S
S
E
L
F
-
D
R
I
L
L
I
N
G
S
C
R
E
W
FU
L
L
T
H
R
E
A
D
TH
R
U
0
.
0
6
0
"
7/
1
6
"
FL
A
N
G
E
1/
8
"
A
L
U
M
.
(
6
0
6
3
-
T
5
M
I
N
.
)
O
R
1/
8
"
S
T
E
E
L
(
3
3
K
S
I
M
I
N
.
)
#1
0
G
R
A
D
E
5
S
E
L
F
-
T
A
P
P
I
N
G
/
DR
I
L
L
I
N
G
S
C
R
E
W
FU
L
L
T
H
R
E
A
D
TH
R
U
0
.
1
2
5
"
7/
1
6
"
FI
N
2
X
M
I
N
.
S
O
U
T
H
E
R
N
P
I
N
E
(
G
=
0
.
5
5
)
#
1
0
W
O
O
D
S
C
R
E
W
1
-
1
/
2
"
1
/
2
"
TA
B
L
E
1
:
A
P
P
R
O
V
E
D
I
N
S
T
A
L
L
A
T
I
O
N
F
A
S
T
E
N
E
R
S
MI
N
.
E
M
B
E
D
M
E
N
T
SE
E
T
A
B
L
E
1
MI
N
.
E
D
G
E
D
I
S
T
.
SE
E
T
A
B
L
E
1
MI
N
.
E
M
B
E
D
M
E
N
T
SE
E
T
A
B
L
E
1
MI
N
.
E
D
G
E
D
I
S
T
.
SE
E
T
A
B
L
E
1
MIN. EDGE DIST.SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1
PE
R
I
M
E
T
E
R
S
E
A
L
A
N
T
BY
I
N
S
T
A
L
L
E
R
IN
S
I
D
E
A
N
D
O
U
T
PE
R
I
M
E
T
E
R
S
E
A
L
A
N
T
BY
I
N
S
T
A
L
L
E
R
IN
S
I
D
E
A
N
D
O
U
T
PE
R
I
M
E
T
E
R
S
E
A
L
A
N
T
BY
I
N
S
T
A
L
L
E
R
IN
S
I
D
E
A
N
D
O
U
T
PERIMETER SEALANT BY INSTALLER INSIDE AND OUT
PE
R
I
M
E
T
E
R
S
E
A
L
A
N
T
BY
I
N
S
T
A
L
L
E
R
IN
S
I
D
E
A
N
D
O
U
T
SE
A
L
A
N
T
B
E
H
I
N
D
FL
A
N
G
E
B
Y
I
N
S
T
A
L
L
E
R
SE
A
L
A
N
T
B
E
H
I
N
D
FL
A
N
G
E
B
Y
I
N
S
T
A
L
L
E
R
SE
A
L
A
N
T
B
E
H
I
N
D
FL
A
N
G
E
B
Y
I
N
S
T
A
L
L
E
R
SEALANT BEHIND FIN BY INSTALLER
IN
S
T
A
L
L
A
T
I
O
N
A
N
C
H
O
R
SE
E
T
A
B
L
E
1
IN
S
T
A
L
L
A
T
I
O
N
A
N
C
H
O
R
SE
E
T
A
B
L
E
1
INSTALLATION ANCHOR SEE TABLE 1
SU
B
S
T
R
A
T
E
B
Y
O
T
H
E
R
S
SE
E
T
A
B
L
E
1
SU
B
S
T
R
A
T
E
B
Y
O
T
H
E
R
S
SE
E
T
A
B
L
E
1
SUBSTRATE BY OTHERS SEE TABLE 1
CO
N
T
I
N
U
O
U
S
D
B
L
1
/
4
"
B
E
A
D
O
F
S
E
A
L
A
N
T
AR
O
U
N
D
P
E
R
I
M
E
T
E
R
@
A
L
L
I
N
D
I
C
A
T
E
D
PO
I
N
T
S
B
E
T
W
E
E
N
F
R
A
M
E
A
N
D
S
U
B
S
T
R
A
T
E
BY
I
N
S
T
A
L
L
E
R
SU
B
S
T
R
A
T
E
BY
O
T
H
E
R
S
SE
E
T
A
B
L
E
1
FL
A
N
G
E
R
E
M
O
V
A
L
N
O
T
E
:
P
A
R
T
I
A
L
L
Y
O
R
F
U
L
L
Y
R
E
M
O
V
I
N
G
T
H
E
F
L
A
N
G
E
,
UP
T
O
A
N
D
I
N
C
L
U
D
I
N
G
A
B
O
X
-
F
R
A
M
E
A
P
P
L
I
C
A
T
I
O
N
I
S
A
C
C
E
P
T
A
B
L
E
P
R
O
V
I
D
E
D
:
-
M
I
N
.
1
/
4
"
F
I
L
L
E
T
O
F
C
O
N
S
T
R
U
C
T
I
O
N
-
G
R
A
D
E
A
D
H
E
S
I
V
E
C
A
U
L
K
I
S
A
P
P
L
I
E
D
I
N
S
I
D
E
A
N
D
O
U
T
,
F
U
L
L
P
E
R
I
M
E
T
E
R
,
B
Y
I
N
S
T
A
L
L
E
R
.
-
P
R
O
D
U
C
T
A
N
C
H
O
R
A
G
E
I
S
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
R
E
Q
U
I
R
E
M
E
N
T
S
A
S
S
H
O
W
N
F
O
R
F
L
A
N
G
E
W
I
N
D
O
W
S
.
D 7HORIZONTAL SECTION BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
1/
4
"
M
A
X
.
S
H
I
M
1/
4
"
M
A
X
.
S
H
I
M
1/
4
"
M
A
X
.
S
H
I
M
1/4"
M
A
X
.
S
H
I
M
NO
T
E
:
U
N
I
F
-
F
R
A
M
E
O
P
T
I
O
N
S
N
O
T
S
H
O
W
N
.
2/23/2016