HomeMy WebLinkAboutAPPROVED CGI Sparta 4100 SH Window Product Approval 061121SERIES 4100A IMPACT RESISTANT SINGLE HUNG
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.
5/16" NOM
GLASS STACK
1/8" ANNEALED GLASS
.090" PVB
1/8" ANNEALED GLASS
5/16" LAMI. GLAZING
GLASS TYPE 1
TABLE 1:
FLORIDA PRODUCT APPROVAL #23358
DESIGN PRESSURE RATING
IMPACT RATING
+55/-65 PSF
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
53-1/8"" TIP -TO -TIP WIDTH 52-1/8" BUCK WIDTH
52-1/8" BUCK WIDTH SEE O.C. ON
NO ANCHORS STABLE 3,—
REQUIRED IN HEAD 9" MAX. 8-1/2" MAX
SHEET 3 52-1/8" BUCK WIDTH
1 0.B F—iD r—iD
I
A I 48-13/16" i C j 48-13/16" i C j 48-13/16"
VISIBLE LIGHT 35-1/8" 35-1/8"
FRAME --- �G-------------VISIBLE LIGHT , SEE t— j ll tFRAME— I VISIBLE LIGHT
FRAME
VISIBLE I j TABLE —------- VISIBLE 1 --� ---- -- j VISIBLE
LIGHT LIGHT
I I LIGHT 6" MAX. O.C.
Tj
I j j � �
--- - j- j A 77 SEE O.C. ON I j C+ I C
BUCK
TABLE 3,
HEIGHT SHEET 3 I 77" I
j I ji L— BUCK I L-
8" MAX. FROM
CENTER OF j 35 1/8" 78" 135-1/8" HEIGHT j 35-1/8"
VISIBLE I 77
MEETING RAIL I VISIBLE TIP -TO BUCK
SEE I VISIBLE
I LIGHT 47-11/16" TABLE 2 TIP j LIGHT LIGHT HEIGHT
j HEIGHT I 47-11 /16" I 47-11 /16"
I VISIBLE VISIBLE VISIBLE
4- LIGHT j LIGHT + j LIGHT
9" MAX. 8-1/2" MAX.
B NO ANCHORS — iD L iD f 6" MAX. O.C.
REQUIRED IN SILL 2-7/8" MAX.
TYP. FLANGE FRAME TYP. INTEGRAL FIN FRAME TYP. INTEGRAL FIN FRAME
ANCHOR LOCATIONS @ MAX. SIZE ANCHOR LOCATIONS @ MAX. SIZE ANCHOR LOCATIONS @ MAX. SIZE
(INSTALLED WITH SCREWS) (INSTALLED WITH NAILS
5/16" NOM. I _
GLASS STACK
1/8" HEAT -STRENGTHENED GLASS 419
.090" PVB
1/8" HEAT -STRENGTHENED GLASS
5/16" LAMI. GLAZING
GLASS TYPE 2
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
INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB
TYP. GLAZING DETAIL
791, 899, 983 OR
7700
BEDDING
ORIEL CONFIGURATION
ALLOWED PROVIDED
THAT THE FRAME VISIBLE
LIGHT HEIGHT OF 35-1/8"
AND THE FRAME HEIGHT,
AS SHOWN ABOVE, IS NOT
EXCEEDED.
TIP-TO-TII
HEIGHT
B
HE
NO ANCHORS REQUIRED IN
FLANGE FRAME SILL
VERTICAL SECTION B-B
EMBEI
E
F DIS'
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 & TABLE 2 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.
TIP -TO -TIP WIDTH _ I EXTERIOR
HORIZONTAL SECTION A -A
TARI F 9- THROi IOH-FRAMF ANCHORS
M
,EDMENT
E
qCE
Anchor
Substrate
Minimum
Edge
Distance
Minimum Embedment
Max. O.C.
(Above / Below
Meeting Rail)
P.T. Southern Pine (SG = .55)
9/16"
1-3/8"
21" / 23"
#12 Steel
SMS
Aluminum, 6063-T5 min.
3/8"
0.078"
21" / 23"
Screw (G5)
Steel Stud, Gr. 33 min.
3/8"
0.045' (20 Ga)
21" / 23"
A36 Steel
3/8"
0.050"
21" / 23"
P.T. Southern Pine (SG = .55)
1"
1-3/8"
21" / 23"
1/4" Steel
Concrete (min. 2.9 ksi)
1-1/8"
1-3/8"
21" / 23"
Ultracon
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
21" / 23"
Ungrouted CMU, (ASTM C-90)
1-1/8"
1-1/4"
12-1/4" / 12-1/4"
P.T. Southern Pine (SG = .55)
1"
1-3/8"
21" / 23"
1/4" Steel
Concrete (min. 3.0 ksi)
1-7/8"
1-3/8"
21" / 23"
Ultracon+
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
21" / 23"
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
12-1/4" / 12-1/4"
P.T. Southern Pine (SG = .55)
1"
1-3/8"
21" / 23"
1/4" 410 SS
Concrete (min. 3.35 ksi)
1"
1-3/4"
21" / 23"
CreteFlex
Concrete (min. 3.35 ksi)
2-1/2"
1"
21" / 23"
Ungrouted CMU, (ASTM C-90)
1-3/4"
1-1/4"
21" / 23"
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
\A
INSTALLED INTO APPROVED
ALUMINUM, STEEL FRAMING
OR STEEL STUD.
MULLION SECTION
APPROVED MULLION, MAY BE
VERTICAL OR HORIZONTAL.
STEEL
=—DRILLING
(G5)
VN
LED
( INTO
kL.
12STEEL
ELF -DRILLING
MS (G5)
BUC
HEIGI
VERTICAL SECTION D-D
EMBE
BUCK WIDTH
HORIZONTAL SECTION C-C
TABLE 3: THOUGH -FIN ANCHORS
Min.
Min.
Max.
Anchor
Substrate
Embedment or
Edge
Max. On -center
Corner
Metal Tickness
Distance
Distance, O.C.
Distance
2-1/2" x .113" Box Nail
P.T. Southern Pine (SG = .55)
-
3/8"
6" @ Head/Sill
2 7/8"
2-1/2" x Common Nail
P.T. Southern Pine (SG =
-
3/8"
.131"
.55)
6" @Jambs
2-1/2" x .145" Roofing Nail
P.T. Southern Pine (SG = .55)
-
3/8"
P.T. Southern Pine (SG = .55)
1-3/8"
1/2"
Aluminum, 6063-T5 min
0.1001,
3/8"
17-9/16" @ Head/Sill
#10 Steel SMS Screw (G5)
15" @ Jambs
8-1/2"
Steel Stud, Gr. 33 min.
0.057"
3/8"
A36 Steel
0.050"
3/8"
P.T. Southern Pine (SG = .55)
1-3/8"
9/16"
17-9/16" @ Head/Sill
Aluminum, 6063-T5 min.
0.125"
7/16"
#12 Steel SMS Screw (G5)
20" @ Jambs
8-1/2"
Steel Stud, Gr. 33 min.
0.071"
7/16"
A36 Steel
0.050"
7/16"
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE FOR #10 SCREW; FOR # 12 SCREW, USE
ONLY PANHEAD OR HEXHEAD.
NOTES
1) USE ONLY SUBSTRATE APPROPRIATE
ANCHORS LISTED IN TABLE 3. FOLLOW
E EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
JCE 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.
AENT
APPROVED ALUMINUM, STEEL
FRAMING OR STEEL STUD.
MULLION SECTION
APPROVED MULLION, MAY BE
VERTICAL OR HORIZONTAL.
SHOWN
STALLED
CTLY INTO
vl ETAL.
#10 STEEL
SELF -DRILLING
SMS (G5)
#12 STEEL
SELF -DRILLING
SMS (G5), SEE
TABLE 2
REMOVE FIN
AT MULLION
WAI 7EM!
Item
it
Description
I
1
Flange Frame Head
2
Flange Frame Sill
3
Flange Frame Jamb
4
Integral Fin Frame Head
5
Integral Fin Frame Sill
6
Integral Fin Frame Jamb
7
Sash Bottom Rail
8
Sash Top Rail
9
HD Fixed Meeting Rail
10
Sash Side Rail
11
Sash Bottom Lock
12
Vinyl Sash Stop
20
Vinyl Bulb, Flex PVC 70
21
Frame Corner Gasket, Polyethelyne, opt.
22
Sash Corner Gasket, Polyethelyne, opt
23
Fixed Meeting Rail Plug, Rigid PVC
24
Wstp.,187" X .230" Fin Seal
25
Frame/Sash Corner Sealant, opt.
26
Balance Take-out Clip
27
Balance
28
Sash Cam, Nylon
29
Sweep Latch, Zinc
30
#6 X 5/8" Ph. FI. SMS Latch Screws
31
Setting Block 1/8" x 1/2" x 1", EPDM
36
Sash Bottom Lock Spring
E38
Glazing Sealant
40
Glass Bead (Lam. Glass)
975"
I~ 2.002"
.062" .501"
jai
869"
nFg"
OFLANGE FRAME HEAD
6063-T6 ALUMINUM
2.056"
.050"
n
J
3.225"
OINTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
.062"
1.763"
.093"
i 1.0091, f
OHD FIXED MEETING RAIL
6063-T6 ALUMINUM
.050"
050"
.0501,
.498"
T .0501,
T I� 2.048"
OFLANGE FRAME SILL
6063-T6 ALUMINUM
1.125"
062"
1.999"
.050"'
975" - t F
.050"
OINTEGRAL FIN FRAME JAMB
6063-T6 ALUMINUM
370"
---I .926"
10 SASH SIDE RAIL
6063-T6 ALUMINUM
2.590"
.050"
.062"
1.985"
.962" -F
238" .050" 1.125"
.062"
.050"
2.000"
500" f 869"
062"
C 62" f .062"
062"
.050"
OFLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
6063-T6 ALUMINUM 6063-T5 ALUMINUM
---] .062"
.926"
OSASH BOTTOM RAIL
6063-T6 ALUMINUM
.865" f
f
.874"
.062" 1
11 SASH BOTTOM LOCK RAIL
6063-T6 ALUMINUM
1.807"
1.026"
2.081"
.062"
.800"
OSASH TOP RAIL
6063-T6 ALUMINUM