HomeMy WebLinkAboutAPPROVED FL29078_R2_II_SGD-4130A - REV ASERIES 4130A IMPACT RESISTANT SLIDING GLASS DOOR
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT 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 1. 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 DOOR.
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.
TABLE 1:
Anchor
Group
Anchor
Substrate
Minimum
Edge
Distance
Minimum
Embedment
#12 SMS Screw (G5);
Steel, 18-8 SS or 410
SS
Southern Pine (SG = .55)
9/16"
1-3/8"
Aluminum, 6063-T5 min.
3/8"
1/8"
Steel Stud, 16 Ga., Gr. 33 min.
3/8"
0.0566"
A36 Steel
3/8"
0.050"
A
1/4" steel Ultracon
Concrete (min. 2.9 ksi)
2-1/2"
1-3/8"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
Southern Pine (SG = .55)
1"
1-3/8"
1/4" steel Ultracon+
Concrete (min. 3.0 ksi)
2-1/2"
1-3/8"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
Southern Pine (SG = .55)
1"
1-3/8"
1/4" 410 SS CreteFlex
Concrete (min. 3.35 ksi)
2-1/2"
1-3/4"
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
Southern Pine (SG = .55)
1"
1-3/8"
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
1"
1-3/8"
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
B
1/4" steel Ultracon+
Concrete (min. 3.0 ksi)
1-5/8"
1-3/8"
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
1/4" 410 SS CreteFlex
Concrete (min. 3.35 ksi)
1"
1-3/4"
Ungrouted CMU, (ASTM C-90)
1-1/4"
1-1/4"
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUT -FILLED CMU APPLICATIONS.
3) ANY ANCHOR HEAD TYPE IS APPLICABLE.
FLORIDA PRODUCT APPROVAL #29078
3 ANCHORS FOR ANCHOR
GROUP A (SHOWN);
5 ANCHORS FOR ANCHOR
GROUP B
6" MAX. �� a
28-3/4" MAX. O.C. FOR
ANCHOR GROUP A;
18" MAX. O.C. FOR
ANCHOR GROUP B
DESIGN PRESSURE RATING
IMPACT RATING
+55/-65 PS F
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
AT LEAST 4" O.C., STAGGERED
IN ALTERNATING TRACKS,
SEE SHEET 3
I I I I
a
8
/MAX.X. DLO
HEIGHT /
40-5/8" MAX.
DLO WIDTH
/
B
FOR SILL ANCHORAGE, SEE HEAD.
TYP. ANCHOR LOCATIONS
4 PANEL, 2 TRACK BYPASS OXXX
CONFIGURATION SHOWN.
UNLIMITED NUMBER OF PANELS IN ANY 2-TRACK OR 3-TRACK CONFIGURATION USING VERTICAL
CONDITIONS SHOWN ON SHEET 2 ARE APPROVED AS LONG AS THE PANEL DLO WIDTH DOES NOT
EXCEED THE TESTED DLO WIDTH OF 40-5/8" AND THE TESTED FRAME HEIGHT OF 98" IS NOT
EXCEEDED.
ADDITIONALLY, FOR INSTALLATIONS IN THE HVHZ, MAXIMUM FRAME AREA OF 194.6 SQUARE FEET
MAY NOT BE EXCEEDED.
6" MAX.
j
98" MAX.
FRAME HEIGHT
\`,�Slilffll///
E�
DISTA
EMBE
FRAM
HEIGH
1 /4" MF
CONT.SH
OR GROI
TYP ANrHnR TYPE EMBEDMENT AND EDGE
ATE, SEE TABLE 1, SHEET 1
AIL OA
'MAX. SHIM
RACK HEAD
)WN, MAY ALSO
3-TRACK, #4
FIXED PANEL
DETAIL @ SILL
'-TRACK SILL
>HOWN, MAY
kLSO BE
TRACK, #5
DETAIL
►i:1.rr
AND EDGE
TABLE 1. SHEET 1
DETAIL nD
PANEL CLIP ONLY USED
39 24 IN CONFIGURATIONS
WITH A FIXED PANEL
DETAIL C
DETAIL C SIMILAR
LO
DOH I
EXTERIOR
15
1/4" MAX. SHIM
FOR ALL FRAME MEMBERS
IN A 3-TRACK
CONFIGURATION, THE
OUTER ROW OF ANCHORS
MAY BE INSTALLED IN
EITHER THE EXTERIOR OR
INTERIOR TRACK.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 1
EDGE
DISTANCE
EMBEDMENT
3-TRACK JAMB SHOWN, MAY
ALSO BE 2-TRACK, #3
NOTES
1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS
LISTED IN TABLE 1. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS
PER TABLE 1. ALL WOOD BUCKS LESS THAN 1-1/2" THICK
ARE TO BE CONSIDERED I 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 3 & TABLE 1 FOR SPACING REQUIREMENTS.
4) MAX. SHIM THICKNESS TO BE 1;4''`
2 TRACK JAMB
ANCHOR DETAIL
6" MAX
0
28-3/4" MAX. O.C. FOR
ANCHOR GROUP A;
18" MAX. O.C. FOR
ANCHOR GROUP B
N
IN
28-3/4" MAX. O.C. FOR
ANCHOR GROUP A;
18" MAX. O.C. FOR
ANCHOR GROUP B
3 TRACK JAMB
ANCHOR DETAIL
6" MAX
0
28-3/4" MAX. O.C. FOR
ANCHOR GROUP A;
18" MAX. O.C. FOR
ANCHOR GROUP B
Lel
28-3/4" MAX. O.C. FOR
ANCHOR GROUP A;
18" MAX. O.C. FOR
ANCHOR GROUP B
28-3/4" MAX. O.C. FOR 28-3/4" MAX. O.C. FOR
ANCHOR GROUP A; ANCHOR GROUP A;
18" MAX. O.C. FOR 18" MAX. O.C. FOR
ANCHOR GROUP B ANCHOR GROUP B
EXTERIOR EXTERIOR
a ° a °
EXTERIOR INTERIOR
TRACK TRACK
CENTER
TRACK
NOTE 1) FOR ALL FRAME
MEMBERS IN A 3-TRACK
CONFIGURATION, THE OUTER
ROW OF ANCHORS MAY BE
INSTALLED IN EITHER THE
EXTERIOR OR INTERIOR TRACK.
7 ana.,
4" MIN.
0 0
1.871"
° EXTERIOR
2 TRACK HEAD
3-ANCHOR CLUSTER DETAIL
3.625"
MIN.
0 4" MIN. o
1.871"
0
EXTERIOR
2 TRACK SILL
3-ANCHOR CLUSTER DETAIL
3 TRACK HEAD
3-ANCHOR CLUSTER DETAIL
(SEE NOTE 1, THIS SHEET)
o 1--1
1"
EXTERIOR
ID
0 4" MIN. o
1.871"
0
EXTERIOR
3 TRACK SILL a
3-ANCHOR CLUSTER DETAIL
(SEE NOTE 1, THIS SHEET)
2 1 KAUK HEAU
5-ANCHOR CLUSTER DETAIL
L 1 KFiUK DILL
5-ANCHOR CLUSTER DETAIL
3 TRACK HEAD
5-ANCHOR CLUSTER DETAIL
(SEE NOTE 1. THIS SHEET)
1,.
EXTERIOR
a
a
a
I"
;T�EnRIIOR
3 1 KAUK DILL
5-ANCHOR CLUSTER DETAIL
(SEE NOTE 1, THIS SHEET)
TABLE 2-
.062"
4.673"
f �
1.126"
.065"
10 2-TRACK HEAD
4.847"
.070"
.875"
02 2-TRACK SILL f
090"
4.716"
.062"
6.540"
1.125"
065" 1
( 3-TRACK HEAD
6.715"
.070"
n n n
05 I3-TRACK SILL
6.584"
1
f1.376"
.080" J
03 2-TRACK JAMB .080"
06 3-TRACK JAMB
4.062"
.062"
1.340"
L�062'
.062" OHORIZONTAL RAIL
.070"
w4.006"
.070"
1.490"
070" --1 ( VERTICAL STILE
4.006"
070"
f.070",
1.790"
.080" O EXTERIOR INTERLOCK
.080"
4.006" E:
.070"
1.790"
.070"
10 INTERIOR INTERLOCK
.874"
3.668"
f .160"
f�_ 1.404"
090" , 11 ASTRAGAL
.680" f
'1.375" 1
T
045" - f 1.007"
13 BEADING
7/16" NOM GLASS STACK it
3/16" HEAT -STRENGTHENED GLASS
.090" SAFLEX OR TROSIFOL
PVBINTERLAYER
3/16" ANNEALED GLASS OR
HEAT -STRENGTHENED GLASS
25
K"
.062"
2.639"
075'
.647"
12 WATERBAR
ADAPTER
.870"
.344"
14 ROLLER TRACK
11/16" NOM.
GLASS BITE
TYP. GLAZING DETAIL
Item
Part#
Description
Mat.
1
AL-1140
2-Track Frame Head
6063-T6
2
AL-1142
2-Track Frame Sill
6063-T6
3
AL-1141
2-Track Frame Jamb
6063-T6
4
AL-1143
3-Track Frame Head
6063-T6
5
AL-1145
3-Track Frame Sill
6063-T6
6
AL-1144
3-Track Frame Jamb
6063-T6
7
AL-1147
Horizontal Stile
6063-T6
8
AL-1148
Exterior Interlock
6063-T6
9
AL-1150
Vertical Rail
6063-T6
10
AL-1149
Interior Interlock
6063-T6
11
AL-1151
Astragal
6063-T6
12
AL-1146
Waterbar Adaptor
6063-T6
13
AL-1152
7/16" Laminated Glazing Bead
6063-T6
14
AL-1153
Roller Track
6063-T6
20
D-77-10244
Fixed Panel Shim
21
D-77-10245
Roller Shim
22
D-77-10249
Tandem Rollers
23
D-77-10246
Anti Lift - Air Pad
24
Fixed Panel Clip
6063-T6
25
WS-382V
Glazing Bulb .187" X.200"
PVC
26
Lock
27
Keeper - KIT
28
Handle Set - KIT
29
Recessed Handle
30
64066G
Weatherstrip .187" X.230" Fin Seal
31
D-77-10251
.95" X2" X.36" (Anti -Lift & Sill) Plug
32
PGT 71828K
1/2" X4" X 1/8" Setting Block
33
204-W
Bumper
PVC
34
7/16" Adjustment Screw Coker
35
#8 X 1" Pan Phil A (Assembly)
410SS
36
#10-16 X 1-1/4" Pan Phil Tek
410SS
37
#10 X5/8" Pan Phil AB (Astragal)
410SS
38
#10 X 1" Pan PH TEK 410 SS (Keeper)
410SS
39
#8 X3/4" Flat Phil Tek (O-panel)
410SS
40
#10-32 X3/4" Flat (Undercut) Ph
410SS
41
HD-77-10252
.810" X 1-3/16" X.690" (Top/Bot Rail) Plug
42
Dow 791, 983 or RGS 7700
Sealant
50
IScreen Assembly
varies