HomeMy WebLinkAboutAPPROVED PW4020NOASERIES 4020A NON -IMPACT
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 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 #29461
SEE O.C.,
TABLE 3, SH
j
18"
MAX.
O.C.
3-1/2" MAX.
7
95"
BUCK
HEIGHT
SEE CORNER
DISTANCE, ON
TABLE 3, SHEET 3 9 OR 4
47" BUCK WIDTH — SEE CORNER
rD it
-—
C C
I � —
I
33-9/16"
VISIBLE
LIGHT 56-7/8"
VISIBLE
LIGHT
o
3
�fDISTANCE, ON
TABLE 3, SHEET 3 EXTERIOR
SEE O.C., ON
TABLE 3,
SHEET 3
SEE CORNER
DISTANCE, ON
TABLE 3, SHEET 3
D
SEE O.C., ON
TABLE 3, SHEET 3
TYP. FIN FRAME
ANCHOR LOCATIONS
@ MAX. SIZE
0%
DESIGN PRESSURE RATING
IMPACT RATING
SEE SHEETS
4 & 5
NOT RATED FOR
IMPACT RESISTANCE
7
1/2" NOM.
GLASS BITE
MONOLITHIC GLAZING DETAIL
44-46/ 7
O� �
5 1/2" NOM.
GLASS BITE
10
IG GLAZING DETAIL
TARI F 1
Glass Types
1
3/16" Annealed
2
1/4" Annealed
3
3/16" Tempered
4
1/4" Tempered
5
3/16" Annealed, 3/8" Airspace, 3/16" Annealed
6
3/16" Tempered, 3/8" Airspace, 3/16" Tempered
SEE SHEE 1 4 FOR GLASS DE [AILS
`%oll1flol/
TIP -TO -TIP
HEIGHT
B1
HE
EXTERIOI
a
VERTICAL SECTION B-B
iE
VCE
SHOWN
INSTALLED THRU
- EMBEDMENT 1X BUCKSTRIP
BUCK WIDTH F
1 ) MONOLITHIC
GLAZING
SHOWN
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.
4) MAX. SHIM THICKNESS TO BE 1/4".
5) GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO
/LENT MEET DESIGN REQUIREMENTS.
INSULATED ( 1
GLAZING
SHOWN
EXTERIOR
EMBED-
MENT
TIP -TO -TIP WIDTH
HORIZONTAL SECTION A -A
TARI F 7-
EDGE
DISTANCE
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"
#12 STEEL SELF
DRILLING SMS (G5)
(SEE TABLE 2)
W;
#12 STEEL SELF
DRILLING SMS (G5)
(SEE TABLE 2)
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.
W
INSTALLED INTO
APPROVED MULLION,
MAY BE VERTICAL OR
HORIZONTAL.
INSTALLED DIRECTLY
INTO APPROVED
ALUMINUM, STEEL
FRAMING OR STEEL STUD.
\��►fllll.!!1//
BUCK
HEIGHT
1 EMBEDMENT
EDGE
DISTANCE
1/4" MAX. SHIM
O O
)
MONOLITHIC
GLAZING
SHOWN
INSULATED
GLAZING
SHOWN
T1/4" MAX. SHIM
/ j
1/4" MAX. SHIM
EXTERIOR
EDGE
DISTANCE O
EMBEDMENT
VERTICAL SECTION D-D
EMBEDMENT //zj
EDGE DISTANCE
TABLE 3: THOUGH -FIN ANCHORS
1/4" MAX. SHIM
MONOLITHIC INSULATED
GLAZING GLAZING
SHOWN \ SHOWN
EXTERIOR
BUCK WIDTH
HORIZONTAL SECTION C-C
EMBEDMENT
1
_ I EDGE
�I DISTANCE
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 or #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.
0.057"
7/16"
A36 Steel
0.050"
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.
#10 STEEL SELF
DRILLING SMS
(SEE TABLE 3)
INSTALLED INTO
APPROVED MULLION,
EXTERIOR
MAY BE VERTICAL OR
CL
HORIZONTAL.
1/4" MAX. SHIM
#10 STEEL SELF
DRILLING SMS
(SEE TABLE 3)
INSTALLED INTO
APPROVED ALUMINUM,
EXTERIOR
STEEL FRAMING OR
STEEL STUD.
TABLE 4:
For Glass
Window Design Pressure (+/-, psf)
Types
Short Side (in)
1 &2
22"
24"
26"
1 28"
1 30"
32"
34"
36"
38"
40"
42"
44"
46"
47"
52"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
56"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49.7
+/-48.6
+/-47.9
60"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49.5
+/-48.9
+/-48.4
+/-48
+/-47.3
+/-46.3
64"
+/-50
+/-50
+/-50
+/-50
+/-48.5
+/-46.7
+/-45.6
+/-45.1
+/-44.6
+/-44.2
+/-43.8
c
68"
+/-50
+/-50
+/-50
+/-49.5
+/-45.6
+/-42.9
+/-41.6
+/-41.2
+/-41.1
a
72"
+/-50
+/-50
+/-50
+/-47.5
+/-42.6
+/-40.4
+/-39.3
+/-38.7
c
75"
+/-50
+/-50
+/-50
+/-46.1
+/-41.3
+/-39
+/-37.5
+/-36.8
80"
+/-50
+/-50
+/-50
+/-44.1
+/-39.7
+/-36.8
84"
+/-50
+/-50
+/-49.6
+/-42.9
+/-38.6
+/-35.2
88"
+/-50
+/-50
+/-48.7
+/-41.8
+/-37.5
92"
+/-50
+/-50
+/-47.9
+/-41.1
r95- 1
+/-50
+/-50
+/-47.4
+/-40.6
i
i
i
i
i
i
i
TABLE 5:
Window Design Pressure (+/-, psf)
For Glass
Type 5
Short Side (in)
22"
24"
26"
28"
30"
32"
34"
1 36"
38"
1 40"
42"
44"
46"
47"
80"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
c
84"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
aD
cn cn
88"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
c
c
92"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49
+/-48.6
+/-48.2
+/-48.4
+/-48.6
+/-48.8
0
J
95"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49.3
+/-47.2
+/-46.3
+/-46.1
+/-46.1
+/-46.3
+/-46.4
NOTES:
1) BUCK DIMENSIONS SHOWN.
3/16", f
3/16" ANNEALED GLASS
3/16" GLAZING
GLASS TYPE 1
f
1/4" ANNEALED GLASS
3/4" NOM.
GLASS STACK
3/16" ANNEALED GLASS
3/8" AIRSPACE
3/16" ANNEALED GLASS
3/4" I.G. GLAZING
GLASS TYPE 5
1 /4" G LAZ I N G
GLASS TYPE 2
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT DIMENSION.
TABLE 6:
For Glass
Types
Window Design Pressure (+/-, psfl
Short Side (in)
30"
32"
34"
36"
38"
40"
42"
44"
46"
47"
48"
1 50"
1 52" 1
54"
1 56"
1 58"
1 60"
62"
64"
66-13/16"
66-13/16"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
72"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
76"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49.3
80"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49.4
84"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/49.3
88"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49.4
92"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-49.9
95"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
96"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
-0a
100"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
m
104"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
J
108"
+/-50
+/-50
+/-50
+/-50
+/-50
+/-50
112"
+/-50
+/-50
+/-50
+/-50
+/-50
116"
+/-50
+/-50
+/-50
+/-50
+/-50
120"
+/-50
+/-50
+/-50
+/-50
124"
+/-50
+/-50
+/-50
+/-50
128"
+/-50
+/-50
+/-50
132"
+/-50
+/-50
136"
+/-50
+/-50
144"
+/-50
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION.
TABLE 7:
Item #
I Description
1
Flange Frame
2
Integral Fin Frame
3
Glazing Bead, 5/16" Lami, 3/16" & 1/4" Mono
5
Glazing Bead, 3/4" IG
7
Dow 791, 899, 983 or RGS-7700 Silicone
8
Vinyl Bulb Glazing Gasket
9
Vinyl Glazing Gasket
10
Setting Block 3/16" x 5/16" x 1-1/2"
12
#8 X 1" Panhead SMS (Assembly Screw)
44
Kommerling Kodispace 4SG TPS
45
Quanex Super Spacer nXT with Hot Melt Butyl
46
Metal IG Spacer
47
Vinyl Glazing Gasket - 1/4" Mono
f- 2.000"
.062"
1.599"
500"
1 O FLANGE FRAME
6063-T6 ALUMINUM
2.000"
.062"
1.125"
2.224"
.062"
OFIN FRAME
6063-T6 ALUMINUM
528"
.745"
050"
GLAZING BEAD,
O3/16" & 1/4"
6063-T5 ALUMINUM
538"
745"
050"
5DGLAZING BEAD, 3/4" IG
6063-T5 ALUMINUM
3/16" —
3/16" TEMPERED GLASS 1/4" TEMPERED GLASS
3/16" GLAZING
GLASS TYPE 3
3/4" NOM
GLASS STACK
3/16" TEMPERED GLASS
3/8" AIRSPACE
3/16" TEMPERED GLASS
1/4" GLAZING
GLASS TYPE 4
3/4" I.G. GLAZING
GLASS TYPE 6