HomeMy WebLinkAboutFL26095_R3_II_PW4120 CGI - REV C1SERIES 4120A IMPACT RESISTANT
FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE
DEBRIS REGIONS.
3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.
ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
LENGTH. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS.
5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD
BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN
USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION
FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO
WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
18" O.C.---�
48" TIP -TO -TIP WIDTH
47" BUCK WIDTH
96"
TIP -TO -TIP
HEIGHT
95"
BUCK
HEIGH
8-1/2" MAX.
18" MAX. O.C.
TYP. FLANGE FRAME
ANCHOR LOCATIONS
@ MAX. SIZE
FLORIDA PRODUCT APPROVAL #26095
SEE O.C., (
TABLE 3, SHE
j
18"
MAX.
O.C.
3-1/2" MAX.
7
95"
BUCK
HEIGHT
SEE CORNER
DISTANCE, ON
TABLE 3, SHEET 3
3
47" BUCK WIDTH — SEE CORNER
r--D
i-— I
C C
I � —
I
33-9/16"
VISIBLE
LIGHT 56-7/8"
VISIBLE
I LIGHT
(DISTANCE, ON
TABLE 3, SHEET 3
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 4 & 5
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
g� �
1/2" NOM.
GLASS BITE
10
5/16" GLAZING DETAIL
SEE O.C., ON
TABLE 3,
SHEET 3 7
8
4
I 1/2" NOM.
GLASS BITE
EXTERIOR U
SEE CORNER \�
DISTANCE, ON
TABLE 3, SHEET 3 7/16" GLAZING DETAIL
SEE O.C., ON TABLE 1:
TABLE 3, SHEET 3
TYP. FIN FRAME
ANCHOR LOCATIONS
@ MAX. SIZE
Laminated Glass Types
1
1/8" Annealed, 0.090" PVB, 1/8" Annealed
2
1/8" Heat Strengthened, 0.090" PVB, 1/8" Heat Strengthened
3
3/16" Annealed, 0.090" PVB, 3/16" Annealed
4
3/16" Heat Strengthened, 0.090" PVB, 3/16" Heat Strengthened
INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB
SEE SHEETS 4 & 5 FOR GLASS DETAILS
TIP -TO -TIP
HEIGHT
B1
HE
EXTERIOI
a
VERTICAL SECTION B-B
SHOWN
INSTALLED TPWU
EMBEDMENT 1X BUCKSTRIP
BUCK WIDTH
#12 STEEL SELF
VCE
�E V/// DRILLING SMS (G5)
(SEE TABLE 2)
5/16" LAM 1. 7/16" LAM I. ClLAZING GLAZING C'
SHOWN SHOWN
EDGE
DISTANCE
EXTERIOR
EXTERIOR
15
INSTALLED INTO
MBEI
E MBED-
APPROVED MULLION,
MENT
MAY BE VERTICAL OR
TIP -TO -TIP WIDTH
HORIZONTAL.
HORIZONTAL SECTION A -A
NOTES:
1) USE ONLY SUBSTRATE APPROPRIATE
ANCHORS LISTED IN TABLE 2. FOLLOW
EMBEDMENT AND EDGE DISTANCE
LIMITS. ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE USED
INTO WOOD AS PER TABLE 2. ALL WOOD
BUCKS LESS THAN 1-1/2" THICK ARE TO
BE CONSIDERED 1X INSTALLATIONS. 1X
WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"
THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF
RECORD.
3) SEE SHEET 1 FOR SPACING
REQUIREMENTS.
J
4) MAX. SHIM THICKNESS TO BE 1/4".
5) GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO
VENT MEET DESIGN REQUIREMENTS.
TARI F 7-
Anchor
Substrate
Minimum
Edge
Distance
Minimum
Embedment
#12 Steel, 18
8 SS or 410
SS
Screw
P.T. Southern Pine (SG = .55)
9/16"
1-3/8"
Aluminum, 6063-T5 min.
3/8"
0.062"
Steel Stud, Gr. 33 min.
3/8"
0.045" (20 Ga)
A36 Steel
3/8"
0.050"
1/4" Steel
Ultracon
P.T. Southern Pine (SG = .55)
1"
1-3/8"
Concrete (min. 2.9 ksi)
V.
1-3/8"
Ungrouted CMU, (ASTM C-90)
V.
1-1/4"
1/4" Steel
Ultracon+
P.T. Southern Pine (SG = .55)
V.
1-3/8"
Concrete (min. 3.0 ksi)
V.
1-3/8"
Ungrouted CMU, (ASTM C-90)
V.
1-1/4"
1/4" 410 SS
CreteFlex
P.T. Southern Pine (SG = .55)
V.
1-3/8"
Concrete (min. 3.35 ksi)
V.
1-3/4"
Concrete (min. 3.35 ksi)
2-1/2"
1"
Ungrouted CMU, (ASTM C-90)
1-3/4"
1-1/4"
DRIL
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
3) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
INSTALLED DIRECTLY
EXTERIOR INTO APPROVED
�L ALUMINUM, STEEL
v FRAMING OR STEEL STUD.
BUCK
HEIGHT
EXTERIOR
\r
EMBEDMENT
EDGE O
DISTANCE 1/4" MAX. SHIM
� O O
5/16" LAMI.
GLAZING
SHOWN
7/16" LAMI.
GLAZING
SHOWN
1/4" MAX. SHIM
O-\.
EMBEDMENT
5/16" LAMI. 7/16" LAMI.
1/4" MAX.
SHIM
GLAZING
GLAZING
2
SHOWN
SHOWN
EDGE DISTANCE ��►I
(
F1/4" MAX. SHIM
EDGE O
DISTANCE
EMBEDMENT
VERTICAL SECTION D-D
EXTERIOR
BUCK WIDTH
HORIZONTAL SECTION C-C
rr_� �exc�r-.�•nre�:e�nre:ry:�•� �y
Anchor
Substrate
Min.
Embedment or
Metal Tickness
Min.
Edge
Distance
Max.
On -center,
Distance, OC
Max.
Corner
Distance
2-1/2" x .113" Box Nail
P.T. Southern Pine (SG = .55)
3/8"
6"
2-7/8"
2-1/2" x .131" Common Nail
P.T. Southern Pine (SG = .55)
3/8"
2-1/2" x .145" Roofing Nail
P.T. Southern Pine (SG = .55)
3/8"
#10 Steel SMS Screw (G5)
P.T. Southern Pine (SG = .55)
1-3/8"
1/2"
16-9/16"
8-1/2"
Aluminum, 6063-T5 min
0.125"
3/8"
Steel Stud, Gr. 33 min.
0.057"
3/8"
A36 Steel
0.050"
3/8"
#12 Steel SMS Screw (G5)
P.T. Southern Pine (SG = .55)
1-3/8"
9/16"
26"
8-1/2"
Aluminum, 6063-T5 min.
0.125"
7/16"
Steel Stud, Gr. 33 min.
0.071"
7/16"
A36 Steel
1 0.050"
1 7/16"
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) ALL SCREW HEAD TYPES ARE APPLICABLE.
NOTES:
1) USE ONLY SUBSTRATE APPROPRIATE
ANCHORS LISTED IN TABLE 3. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED
ON ANY SIDE OF THE WINDOW.
2) 2X WOOD FRAMING OR BUCK, 1-1/2" THICK OR
GREATER.
3) SEE SHEET 1 FOR SPACING REQUIREMENTS.
4) MAX. SHIM THICKNESS TO BE 1/4".
5) GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO MEET
DESIGN REQUIREMENTS.
EMBEDMENT
EDGE DISTANCE
EXTERIOR
15
1/4" MAX. SHIM
EXTERIOR
#10 STEEL SELF
DRILLING SMS
(SEE TABLE 3)
INSTALLED INTO
APPROVED MULLION,
MAY BE VERTICAL OR
HORIZONTAL.
#10 STEEL SELF
DRILLING SMS
(SEE TABLE 3)
INSTALLED INTO
APPROVED ALUMINUM,
STEEL FRAMING OR
STEEL STUD.
TABLE 4:
For Glass
Type 1
Window Design Pressure (+/-, psf)
Short Side (in)
22"
24"
26"
28"
30"
32"
34"
36"
38"
40"
42"
44"
46"
47"
56"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-63.1
+55/-61.5
+55/-60.2
+55/-59.5
60"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-64.7
+55/-62.2
+55/-60.8
+55/-59.3
+54/-57.8
64"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-62.4
+55/-60.6
+55/-58.9
+54.7/-57.3
+53.3/-56
c
68"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-62.
+55/-60.5
+55/-59
+55/-57.4
+55/-55.6
a�
72"
+55/-65
+55/-65
+55/-65
+55/-62.2
+55/-58.
+55/-56.8
+55/-55.2
+/-53.9
a
75"
+55/-65
+55/-65
+55/-65
+55/-60.5
+55/-56.
+/-53.9
+/-52.3
+/-51.3
c:
0
80"
+55/-65
+55/-65
+55/-62.9
+55/-57.8
+/-53.8
+/-50.7
J
84"
+55/-65
+55/-65
+55/-61.3
+55/-56
+/-51.8
+/-48.8
88"
+55/-65
+55/-63.7
+55/-59.3
+/-54.1
+/-50
92"
+55/-65
+55/-62.2
+55/-57.6
+/-52.2
95'
+55/-65
+55/-62.1
+55/-56.6
+/-51.4
TABLE 5:
For Glass
Type 2
Window Design Pressure (+/-, psfl
Short Side (in)
22"
24"
26"
28"
30"
32"
34"
36"
38"
40"
42"
44"
46"
47"
56"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
60"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
64"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
_
68"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
c
m
72"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
-a
75"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
c
c
0
80"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
J
84"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
88"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
92"
+55/-65
+55/-65
+55/-65
+55/-65
95"
+55/-65
+55/-65
+55/-65
+55/-65
NOTES:
1) BUCK DIMENSIONS SHOWN.
5/16" NOM
GLASS STACK
1/8" ANNEALED GLASS
.090" PVB
1/8" ANNEALED GLASS
5/16" LAMI. GLAZING
GLASS TYPE 1
5/16" NOM.
GLASS STACK i
1/8" HEAT -STRENGTHENED GLASS 416
.090" PVB
1/8" HEAT -STRENGTHENED GLASS
5/16" LAMI. GLAZING
GLASS TYPE 2
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT DIMENSION.
Window Design Pressure (+/-, psf)
For Glass
Type 3
Short Side (in)
36"
38"
40"
42"
44"
46"
47"
72"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
75"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
c
80"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
a�
�j5
84"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
88"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
0
J
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-64.4
+55/-63.4
]2']'
95
+55/-65
+55/-65
+55/-65
+55/-65
+55/-64
+55/-61.9
+55/-60.9
TABLE 7:
Window Design Pressure (+/-, psf)
For Glass
Short Side (in)
Type 4
36"
38"
40"
42"
44"
46"
47"
72"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
75"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
c
80"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
84"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
88"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
0
J
92"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
95,
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
NOTES:
1) BUCK DIMENSIONS SHOWN.
7/16" NOM.
GLASS STACK
3/16" ANNEALED GLASS
.090" PVB
3/16" ANNEALED GLASS
7/16" LAMI. GLAZING
GLASS TYPE 3
7/16" NOM. _
GLASS STACK i
3/16" HEAT STRENGTHENED GLASS
.090" PVB
3/16" HEAT STRENGTHENED GLASS
7/16" LAMI. GLAZING
GLASS TYPE 4
2.000"
062"
1.599" i E S'
17,_
TABLE 8:
Item #
I Description
1
Flange Frame
2
Integral Fin Frame
3
Glazing Bead, 5/16" Lami & 3/16" Mono
4
Glazing Bead, 7/16" Lami
7
Dow 791, 899, 983 or RGS-7700 Silicone
8
Vinyl Bulb Glazing Gasket
10
Setting Block 3/16" x 5/16" x 1-1/2"
12
#8 X 1" Panhead SMS (Assembly Screw)
— 2.000"
062"
-I T
1.125"
2.224"
.062"
OFIN FRAME
6063-T6 ALUMINUM
.528"
745"
' .050"
3 GLAZING BEAD, 3/16
6063-T5 ALUMINUM
.405"
745"
.050"
4 GLAZING BEAD, 7/16"
6063-T5 ALUMINUM
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT DIMENSION.