HomeMy WebLinkAboutNOA; Series HS-850 (Flange Frame) Aluminium Horizontal Sliding WindowMIAMI•DADE
NIIANII-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "HS-8500 (Flange -Frame)" Aluminum Horizontal Sliding Window - N.I.
APPROVAL DOCUMENT: Drawing No. L8500-0401, titled "HS-8500 Horizontal Rolling Flange
Window", sheets 1 through 9 of 9, dated 05/02/05, with revision E, dated 07/31/20, prepared by
manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product
Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA# 17-1221.16 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
NOA No. 20-0813.04
MIAMbDADE COUNTY Expiration Date: January 26, 2026
Approval Date: October 15, 2020
10/15/2020 Page 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0720.07)
2. Drawing No. L8500-0401, titled "HS-8500 Horizontal Rolling Flange Window",
sheets 1 through 9 of 9, dated 05/02/05, with revision E dated 07/31/2020, prepared by
manufacturer, and signed and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with marked -up drawings and installation diagram of aluminum horizontal
sliding windows, prepared by Hurricane Engineering & Testing Laboratory, Inc., Test
Reports No. HETI-08-2158 and HETI-08-2160, dated 09/03/08, both signed and
sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0720.07)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of aluminum horizontal
sliding windows, prepared by Hurricane Engineering & Testing Laboratory, Inc., Test
Report No. HETI-08-2159, dated 09/03/08, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA No. 09-0720.07)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-4413, dated 06/23/05, FTL-4429, FTL-4541, dated 06/24/05, all signed and
sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0919. 05)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of aluminum horizontal
sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-4533, dated 06/22/05, signed and sealed by Edmundo J. Largaespada, P.E.
(Submitted under previous NOA No. 05-0919.05)
5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with marked -up drawings and installation diagram of aluminum horizontal
sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-4547, dated 06/23/05, FTL-4457, FTL-4578, FTL-4588, FTL-4594 dated
06/24/05 and all signed and sealed by Edmundo J. Largaespada, P.E.
(Submitted under NOA No. 05-0919.05)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0813.04
Expiration Date: January 26, 2026
Approval Date: October 15, 2020
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by Lawson Industries, Inc., dated 08/17/05 and 07/16-17/09, both signed and
sealed by Thomas J. Sotos, P.E. (Submitted under NOA No.10-1025.04)
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
D. STATEMENTS
1. Statement letter of conformance, complying with FBC 6" Edition (2017), dated
November 17, 2017, issued by manufacturer, signed and sealed by Thomas J. Sotos,
P.E.
2. Statement letter of no financial interest, dated August 15, 2005, issued by
manufacturer, signed and sealed by Thomas J. Sotos, P.E.
3. Laboratory compliance letter for Test Reports No. HETI-08-2158, HETI-08-2159,
and HETI-08-2160, dated 09/03/08, all issued by Hurricane Engineering & Testing
Laboratory, Inc., signed and sealed by Candido F. Font, P.E.
(Submitted under NOA No. 09-0720.07)
4. Laboratory compliance letter for Test Reports No. , FTL-4533, FTL-4553 dated
06/22/05, VIM-4413, FTL-4456, FTL-4547, dated 06/23/05, FTL-4429, FTL-4457,
FTL-4541, FTL-4578, FTL-4588, FTL-4594 dated 06/24/05, all issued by
Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J. Largaespada,
P.E. (Submitted under NOA No. 05-0919. 04)
G. OTHER
1. Notice of Acceptance No. 17-1212.16, issued to Lawson Industries, Inc. for their
Series "HS-8500 (Flange -Frame)" Aluminum Horizontal Sliding Window — N.I.,
approved on 02/01/18 and expiring on 01/26/21.
Wang Zhao, P.E.
Product Control Examiner
NOA No. 20-0813.04
Expiration Date: January 26, 2026
Approval Date: October 15, 2020
E-2
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(MAX O.CJ (MAX.) (MAX O.C.)
"OX" WINDOW ELEVATION
INSTALLATION FASTENERS
(A) 6 SCREWS AT FRAME
HEAD
(B) 6 SCREWS OR 4 ANCHOR
CLIPS AT FRAME SILL
(C) S AT EA. FRAME JAMB
W SEE GERML NOTE 03
(Typ.) 5'(Mox.)
General Notes:
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE (2017-6th Edition & 2020-7th Edition) AND ASTM 1300-02. THIS PRODUCT IS NOT
IMPACT RESISTANT AND WINDOWS ARE TO BE PROTECTED WITH A MIAMI-DADE COUNTY APPROVED
IMPACT RESISTANT SHUTTER.
2.) 1 X OR 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE
SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FBC & TO BE REVIEWED BY
BUILDING OFFICIAL.
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.). ANCHOR SPACINGS WHY VARY WITH
UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC
BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL
6.) FRAME INSTALLATION SHIMS IF USED; SHALL BE LOAD BEARING.
6.) XO or OX WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE GLASS TYPES TABULATED HEREIN
(SEE SHEET # 5 & 6).
7.) XOX WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE GLASS TYPES TABULATED HEREIN
(SEE SHEEP #7).
8.) XO, OX, XOX WINDOWS ARE QUALIFIED FOR USE WITH DOUBLE GLAZE GLASS TYPES TABULATED HEREIN
(SEE SHEET #8).
9.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS.
10.) SEE SHEET 4 FOR GLAZING DETAILS & OPTIONS (REFER TO SHEETS 5, 8, 7 & 6 FOR DESIGN PRESSURES).
11.) TEMPERED GLASS MAY USED, BUT DESIGN PRESSURES ARE LIMITED TO LOAD TABLES ON SHEET
B 6 FOR XO UNITS AND SHEETS # 7 & 8 FOR XOX UNITS.
12.) FRAME SHL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE
LOCATED WITHIN A +/- 1/4' TOLERANCE. ANCHORS REQUIRED AT FRAME SILL TO BE THE SAME AS FRAME
HEAD.
13.) SEE SHEET #6 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL.
14.) APPROVAL APPLIES TO SINGLE UNITS OR MULTIPLE UNITS AND MAY BE MULLED VERTICALLY OR HORIZONTALLY
15.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A
MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE
FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
16.) SEE SHEET # 9 FOR MULLION/METAL ATTACHMENT DETAILS & NOTES.
125' OVERALL FRAME WIDTH
124' INTERIOR FRAME WIDTH
W. O.C.) (VAAX.22 1/2"
o c.)
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— INSTALLATION FASTENERS
(A) 7 AT FRAME HEAD
(B) 5 AT FRAME SILL
(C) 3 AT EA. FRAME JAMB
*SEE GERMlAL NOTE ®3
CX.)
WINDOWS ARE TO BE PROTECTED WITH
MIAMI-DADE COUNTY APPROVED IMPACT
RESISTANT SHUTTERS
SERIES-8500 HORIZONTAL SLIDING WINDOW
FLANGE FRAME — (NON—IMPACTi
PRODUCT RENEWED
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Building Code
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ANCHORS NOTE:
ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR
1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC.,
WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR
CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED)
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THE BUCK OR MASONRY IS LESS THAN 1/8'. SHMS
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WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR
CONIC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED)
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Miami -Dads Control A
HS8500 FLANGE WINDOW - BILL OF MATERIALS
ITEM #
PART #
DRWG. #
REQD.
DESCRIPTION
REMARKS
1
L-7503
LII-127
1
FRAME HEAD
6063-T6 ALUMINUM
2
L-8501
LII-135
I
FRAME SILL
6063-T5 ALUMINUM
3
L-8502
LII-131
2
FRAME JAMB
6063-T6 ALUMINUM
4
L-7504
LII-129
2 x frame
FIXED MEETING RAIL
6005-T6 ALUMINUM
5
L-7508
LII-124 12
x vent
VENT TOP / BOTTOM RAIL
6063-T5 ALUMINUM
6
L-7506
LII-126
1 x vent
VENT INTERLOCK RAIL-H.D.
6005-T6 ALUMINUM
7
L-7505
LII-125
1 x vent
VENT INTERLOCK STD, DUTY
6005-T5 ALUMINUM
8
L-7507
LII-136
1 x vent
VENT LATCH JAMB
6005-T6 ALUMINUM
9
x
LII-012
2 x vent
VENT EXTRUDED LOCK
6063-T5 ALUMINUM
10
x
x
x
VENT CAM LOCK
DIE-CAST CAM LOCK
11
x
x
2 x vent
VENT PLASTIC LOCK
SPRING LOADED
12
IN
SCHLEGEL
AS REQD.
Top/Butt. Rail Weatherstrl
.187' X .280' FIN SEAL
13
x
ULTRAFAB
AS REDD.
FXD. RAIL WEATHERSTRIP
.187' X 250' FIN SEAL
14
x
ULTRAFAB
AS REQD.
VENT LOCK WEATHERSTRIP
.187' X 150' PILE
15
x
x
AS REO'D.
VENT JAMB WEATHERSTRIP
3/8' DIA. BULB
16
x
x
2
WEEP HOLE COVER W/ FLAP
1 1/2' wide x 1/4' hl weep
17
x
x
2
SILL OPEN CELL FOAM PAD
1/2'x3/8'x 1 3/4' LONG
18
x
x
2
SILL/JAMB JOINT GASKET
1/16' CLOSED CELL FOAM
19
L-763
HC-032
2
VENT ROLLER ASSEMBLY
2 X VENT BOTTOM RAIL
20
L-7524
x
6
VENT FACE GUIDE
3 PER VENT HOR, RAIL
21
x
x
8
FRAME ASSEMBLY SCREWS
# 8 X 5/8' P.H. PHIL.
22
x
x
4 x vent
VENT ASSEMBLY SCREWS
# 8 X 1' P.H. PHILLIPS
x
x
I X RAIL
MTG. RAIL SCREW @ HEAD
# 8 X 1' P.H. PHILLIPS
x
x
1 X RAIL
MTG. RAIL SCREW @ SILL
# 8 X 2' P.H. PHILLIPS
5
x
x
SEE CHART
FRAME INSTALL'N SCREW
#12 X 1 1/2' F.H.-PHI.-S.MS.S
6
r227
x
x
SEE CHART
L'
FRAME INSTALN SCREW
1/4' X 1 3/4' F.H.-TAPCON
x
x
2 X LOCK
CAM LOCK ATTCH'NT SCREW
#8 X 7/8' F.H. / PHI.
8
x
x
I x vent
INSECT SCREEN
x
29
L-7515/16
x
AS REQD.
GLAZING BEAD
ROLL FORMED ALUMINUM
30
x
x
AS REQD,
GLASS
See Detail @ sheet 4 of 8
31
x
IN
AS REO'D
GLAZING SILICONE
See Detall @ sheet 4 of 8
32
L-5108
LII-Ili
Ix anchor
SILL ANCHOR CLIP- 2'Long
6063-T6 ALUMINUM
33
x
IN
5
FRAME SILL INST'N SCREW
#12 X 1 3/4' F.H. / PHI,
34
L-8503
LII-132
1
j FRAME SILL 1/2' RISER
6063-T6 ALUMINUM
35
x
774-26B-767
AS REO'D
'TruSeal' Swlggle Seal
jBtack -1/4' air space
36
HC-058-1
1
2
VENT SWEEP LATCH
I MOLDED NYLDN
Notes
1. BOTH EXTRUDED ALUMINUM
AND PLASTIC 11" HANDLE LOCKS
ARE QUALIFIED FOR USE ON ALL
WINDOWS.
2. BOTH DIE CAST METAL AND MOLDED
PLASTIC CAM LACKS ARE QUALIFIED
FOR USE ON ALL WINDOWS
3. TWO (2) LACKS ARE
REQUIRED PER EACH VENT.
LOCK (LATCH AND SWEEP) OPTIONS
Glazing Detail & Description
I'
!
35 30
EXT. i J1 Lacr 31
29
ya. 29 Pin -
MONOLITHIC
! I 911E
GLASS - SINGLE GLAZE 1/2' OVERALL INSULATED GLASS
ANNEALED OR TEMPERED CONSIST OF.
1/8', 3/16" OR 1/4' THICK 1{{/8' ANNEALED OR TEMPERED LITE
(SEE DESIGN PRESSURE TABLES) I' AIR SPACE
+ 1%8' ANNEALED OR TEMPERED LITE
(SEE DESIGN PRESSURE TABLES)
31 Glazing Sealant Types & Options
1) Schnee -Morehead 5731
2) Schnee -Morehead 5732
3) GE SCS 1000 Clear SDcone
4) Dow Corning Clear SDcone
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GLAZING DETAIL. & DESCRIPTION
Note:
1. WINDOW WIDTHS & HEIGHTS
ARE THE OVERALL EXTERIOR
FRAISE DIMENSIONS.
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pp(r)
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Arwtrorm
tmdasu
Ead,.wme
2fl5
26
fiao
7000
2
2
37
25
fiao
1000
2
2
53.125
2B
fiao
t000
3
2
74
25
Sao
10a0
5
2
265
38.375
fiao
10OL0
2
2
37
3a375
fiao
10OL0
3
2
53.125
38.375
6GO
100.0
4
2
74
38.375
fiao
63.8
5
2
2fl5
50625
fiao
10OL0
2
2Z
37
50625
6110
10a0
3
2
53.125
n.ers
sao
n.o
a
z
74
50.625
80.0
63.8
5
2
2fl5
58
60.0
10DO
3
2
37
58
fiao
88.7
3
3
53.125
58
Sao
87.1
4
2U
74
58
537
53.7
4
3
gas
63
Sao
1OaO
3
z
37
63
Sao
80.5
3
2
53.125
51
fiao
6D.6
4
2
74
6T
4a3
482
4
2
2a
24
Sao
100.0
2
2
3B
24
SOLO
1000
2
2
48.
24
fiao
100.0
3
2
fiD
24
Sao
100.0
3
2
72
24
60.0
10D.0
4
2
u
s
sao
loco
z
2
36
36
fiao
1000
3
2
48
38
Sao
10a0
3
2
BD
35
Sao
943
4
2
72
35
600
SBA00
5
2
24
48
50.0
ioa0
2
2
38
48
600
3
2
48
48
600
89.7
4
2
BO
48
Sao
70.0
78.0
4
2
72
48
Ba0
6905
5 2
2 2
3 3
3 2
4 2
4 2
24
60
Sao
1W.0
39
so
60
U.2
49
BO
60
69.5
60
60
567
SS.7
c
So
°
° c
Eb
.wet
�`
`- o
10
a
b m
arm
;
-
o v
m c
-
E
° °
r $�i
c W
• N
d�
�\
72
ED
51.6
51.6
P m Loded to Negathe 100pst
Pressure L'anted f Negatee 100pat
Preaum U-1 to
Nog b. 103pat
Pressure
Landed to
Negewe 100pst
BSOONonlmpaettlonzotltal SlidingWndow
Test RfTL4553-3116"Annealed Flange
w1 STANDARD MEETING RAIL a
Frama(XOor
H4USE3LL
OX)
Test#FIL4547-118"Annealed
� 11d
ffiOONcnlrlpact Horiz
STANDARD MEETING
t ISIdinglMndow
Flange Frame(XOor OX)
RA0. 8 STANDARD SILL
Test A FTL
w/STANDARD
SWO Non Impact
4547-
Horizontal
118"Annealed
MEETING
Slitting
Flange
RAIL a
Window
Fmrle(XO
HI -FUSE SILL
or OX)
Width
in
a' IT:
n
CP(+)
A
DR-)
sf
AmJnrm
Heedaeal
eaaha°ne
NAdN
in
Height
m
DP(+)
DT;-)
Anelnrs
xr.aasel
Bach lame
IMd
Height
in
DP(+)
st
DF(-)
f
Archors
xeadasal
Eacldame
gay
6i
2
gay
m
Z
,
8
�'
2
3
2a5
28
73.3
100.0
2
2
26.5
25
fiao
100.0
2
2
2fl5
28
73.3
100.0
2
2
37
26
73.3
100.0
2
2
37
26
fiao
10a0
2
2
37
2B
73.3
100a
2
2
53.125
25
73.3
100.0
3
2
53.125
25
60.0
92.5
3
2
53.125
25
73.3
92.5
3
2
74
28
733
100.0
5
2
74
26
60.0
673
3
2
74
26
67.7
67.7
3
2
26.5
3d375
73.3
100.0
2
2
26.5
38.375
60.0
1000
2
2
2S5
38.375
733
100.0
2
2
37
3EL375
73.3
100.0
3
2
37
38.375
Sao
76.9
2
2
37
38.376
73.3
76.9
2
2
53.125
3d375
652
652
3
2
53.125
38.375
60.0
652
3
2
53.125
3a375
73.3
83.8
4
2
74
38.375
733
76.0
5
2
74
38.375
51.7
51.7
3
2
74
3B.375
51.7
51.7
3
2
28.5
50.fi25
73.3
78.7
2
2
26.5
50.625
60.0
79.7
2
2
265
50.625
73.3
95.8
2
2
37
SOLS25
Mo
73.0
3
2
37
50.625
BOO
60.7
2
2
37
50.625
60.7
83.7
2
2
53.125
50.825
44.6
44.6
2
2
53.125
50.625
44.8
44.8
2
2
53.125
50.625
55.3
56.3
3
2
tltttCpf
Ly;1 fg+0
L • • e p 4�,'.��
ty
2' m "`•••---"'iiS"777 e
:L
.
�:,•�
, +C• C ,i `e
♦'.( to
sr+'+�11:e.a1 LLL° W
C
L4
74
50.625
39.1
39.1
3
2
74
50.625
3a1
38.1
3
2
74
50.fi25
47A
47.0
4
2
24
24
73.3
100.0
2
2
24
24
fiao
1Da0
2
2
24
24
733
100.0
2
2
its
24
73.3
100.0
2
2
36
24
60.0
loco
2
2
36
2a
733
100.0
2
z
48
24
733-
'100.0
3
2
48
24
SOLO
10OL0
3
2
48
24
73.3
100.0
3
2
60
24
73.3
100.0
3
2
60
24
fiao
87.3
3
2
60
24
73.3
87.3
3
2
72
24
73.3
100.0
4
2
72
24
fiao
72.0
3
2
72
24
72.0
72.0
3
2
24
36
73.3
100.0
r 2
2
24
36
Sao
t0ao
2
2
24
36
733
100.0
2
2
35
35
73.3
100.0
3
2
35
35
60.0
84.0
2
2
38
36
733
84.0
2
2
48
35
73.3
97.0
3
2
48
36
SOLO
73.9
3
2
48
36
73.3
73.9
3
2
EO
36
73.3
88.7
. 4
5
2
2
60
72
35
36
fiao
5fi4
65.7
56.4
3
3
2
2
60
36
65.7
65.7
3
2
72
36
733
882
72
3S
56.4
56A
3
2
24
48
733
100.o
2
2
24
4a
60.0
9z.z
z
2
24
46
73.3
922
2
z
79.6
3
2
36
48
60.0
652
2
2
36
48
662
662
2
2
64S
3
2
48
48
490
49.0
2
2
48
48
49.0
49.0
2
2
66.4
ita51.7
Pressre Limited to Wgatve
3
2
SO
48
4S9
46.9
3 2 48 46.8 46.9
3 2 72 48 42.9 42.9
IDW. Pre®ua Limdadto Negative
3
2
4
2
72
48
429
42.B
3
2
• Pmaaum Limited to NegaM 109pA.
100pd.. Pressure Umhed to Negatin
100pst.
Irtpact Horizor1ta1566ng Wndow
Test q F1L4413-114"Amlealei Ram,Is Frarre (XO or O%)
wl HFAW WNh1EETIN'G RAIL & STAND4FD
SIPsi IS
LL
LMrah Height EFI+) DP(- Anelwrs
In n Ib,aasn Eedrlarrdt
2a5 3 fiao 100.0 2 2
37 � Ba0 1000 2 2
53.125 2i fiao 10Q0 3 2
74 � fiao 1000 5 2
2fl5 38.375 fiao 10OL0 2 2
37 38.375 fiao t000 3 2
53.126 38375 fiao 1000 4 2
74 38375 60.0 t000 6 2
2fl5 50.925 60.0 t0OL0 2 2
37 �.@5 BOLO t0OL0 3 2
53.125 Y1.625 60.0 �.8 4 3
74 �.625 600 74.8 5 3
2fl5 59 Sao 10OL0 3 2
37 5B Ba0 �.8 4 3
53.125 59 fiao 74.9 4 3
74 59 fiao 80.8 5 3
28.5 6i BOLO 10Q0 3 2
E74
63 Ba0 P54
3 3
83 fiao 4 3
83 540 5 3 3i 60.0 2 2 24 Ba0 2 2 24 fiao 3 2 21 fiao 3 2 24 fiao 4 2 � Sao 2 238 � fi00 3 2
48 � fiao 1000 3 2
EO 33 fiao 1000 4 2
72 � fiao 1000 5 2
7A � Sao 10OL0 2 2
38 48 600 100.0 3 2
48 49 fiao 1000 4 3
� 4B 60.0 �.B 5 3
72 48 6aD 82.3 5 3
24 ® fiao t000 2 2
38 BD W 93.9 4 3
48 D ® 772 4 3
EO W 60 65.9 4 3
72 W 5fl8 58.8 5 3
8500 Nan Impact F1odmlttal Sfdiltg Window
Testy FTL4553-3H6"Mnealm FWngeFmme(XOorgX)
wl STANDARD MF)=DNG RAILS STANDARD SILL
8500 Nan Impact F1odmlttal Sfdiltg Window
Testy FTL4553-3H6"Mnealm FWngeFmme(XOorgX)
wl STANDARD MF)=DNG RAILS STANDARD SILL
NAdan
n
Heigh
in
DIP(-)
D%-)
od
Amtwrm
x.,aasn
EW.gmD
2fl5
28
fiao
t0OL0
2
2
37
�
fiao
100.0
2
2
53.125
26
60.0
100.0
3
2
74
�
Sao
2
28S
38315
60.0
2
37
38.375
60.0
2
53.125
38.375
60.0
2
74
38.375
60.0
2
265
50.625
fiao
ffi74
2
37
SO.fi25
60.0
2
53.125
50.625
Sfl3
274
50.625
47.0
2zaz4fiao
z
36
24
fiao
100.0
2
2
48
24 -
60.0
10OL0
3
2
60
24
60.0
10a0
3
2
72
24
60.0
t000
4
2
24
36
fiao
10Q0
2
2
38
38
60.0
100.0
3
2
48
3B
fiao
9/.0
3
2
w
its
so.o
�.7
a
2
72
38
fiao
882
5
2
24
48
60.0
100.0
2
2
38
48
60.0
79.8
3
2
48
48
fiao
64.7
3
2
60
48
5fl4
55.4
3
2
72 '
48
51.7
51.7
4
2
8500Non Impact Morizol1ta1511Gng Wiltlow
Test dF1L4413.114' Amealed Range Frame (XO a OX)
wI HFJ1W OUtt MEETING RNIL8FO4USE9LL
Wfdlh
to
Height
m
DP(+)
9
DP(-)
t
Anchors
xsaeasu
EacA Jame
265
2i
73.3
100.0
2
2
37
�
73.3
100.0
2
2
53.125
�
73.3
10].0
3
2
74
�
73.3
1 W.0
5
2
265
38375
73.3
100.0
2
2
37
3a375
73.3
10D.0
3
2
9.125
3fl375
73.3
1OL].0
4
2
74
3fl375
73.3
1m.0
6
2
2fl5
5a825
73.3
tOD.O
2
2
37
5a625
73.3
10].0
3
2
53.125
�.QS
73.3
89.8
4
3
74
Sa625
73.3
74.8
5
3
2fl5
59
73.3
100.0
3
2
37
�
73.3
98.6
4
3
53.125
�
73.3
74.9
4
3
74
59
E0.0
m.a
5
3
2fl5
83
T3.3
100.0
3
2
37
6i
73.3
89.4
3
3
53.125
63
67.3
6/.3
4
3
74
6d
59.0
64.0
5
3
24
24
73.3
100.0
2
2
�
24
733
100.0
2
2
48
24
T3.3
100.0
3
2
EO
24
73.3
10D.0
3
2
72
24
73.3
100.0
4
2
24
38
73.3
100.0
2
2
�
38
73.3
100.0
3
2
48
38
T3.3
10).0
3
2
fi0
�
73.3
100.0
4
2
72
33
73.3
100.0
5
2
24
49
73.3
100.0
2
2
38
4B
73.3
1�.0
3
2
48
®
73.3
1a].0
4
3
60
49
73.3
W.8
5
3
72
48
73.3
@.3
5
3
24
®
73.3
10].0
2
2
38
�
73.3
98.9
4
3
48
®
73.3
7/2
4
3
tD
®
65.B
66.9
4
3
72
61
58.8
58 8
6
3
8500 Non Impact Horizontal Sliding Mlndow
Test (iFIL4456-3116"Annealed Flange Frame (XO a OX)
w/FfrAW WN MEETING RAIL81-0�R1SE 9LL
Widh
n
Height
in
DP(+)
sf
DP(-)
f
Aron
xeeaasEl
�maame
2fl5
�
73.3
100.0
2
2
37
23
73.3
10D.0
2
2
53.'125
ti
73.3
100.0
3
2
74
�
73.3
100.0
5
2
285
3fl375
73.3
100.0
2
2
37
3fl375
73.3
100.0
3
2
53.'125
39.375
73.3
10].0
4
2
74
38375
73.3
83.8
5
2
285
50.825
73.3
100.0
2
2
37
50.625
73.3
100.0
3
2
53.125
50.825
73.3
77.0
4
2
74
50.825
83.8
fi3.8
5
2
2fl5
58
73.3
3
2
37
5B
73.3
3
2
53.125
56
87.1
4
2
74
58
53.7
4
228.5
6i
73.3
P67
3
237®
733
3
253.12583
6D.6
4
27483
48.3
42242473.3
2
2
38
24
73.3
1m.0
2
2
48
24
73.3
100.0
3
2
60
24
73.3
100.0
3
2
72
24
73.3
100.0
4
2
24
35
733
100.0
2
2
38
36
T3.3
10D.0
3
2
48
38
73.3
100.0
3
2
EO
3fi
73.3
94.8
4
2
72
3a
73.3
88.1
5
2
24
4B
73.3
100.0
2
2
38
48
73.3
100.0
3
2
48
48
73.3
89.7
4
2
60
48
73.3
70.0
4
2
72
-48
�.5
89.5
5
2
24
®
73.3
1W.0
2
2
36
60
73.3
872
3
3
48
�
69.5
�.5
3
2
6D
�
`.8.7
54.7
4
2
72
60
518
51.6
4
2
8500 Non Impact Horizontal Sliding Window (XO OrOX)
Test HE T 1.05.2158 th ru 08-2160 -1/8- Tem pered Flange Frame
w/HEAVY DUTY MEETING RAIL & STANDARD SILL
Width
in
Height
(n
DP(+)
BT I
DP(-)
psf
Aneho
Nead89n1
rs
Eaeh Jamb
28.5
26
60.0
100.0
2
2
37
26
60.0
100.0
2
2
53.125
26
60.0
100.0
3
2
74
26
60.0
100.0
5
2
26.5
38.375
60.0
100.0
2
2
37
38.375
60.0
100.0
3
2
53.125
38.375
60.0
100.0
4
2
74
38.375
60.0
100.0
8
2
26.5
50.625
80.0
100.0
2
2
37
50.625
60.0
100.0
3
2
53,125
50.625
1 60.0
93.0
4
3
74
50.625
1 60.0
77.6
5
3
26.5
58
60.0
100.0
3
2
37
58
60.0
100.0
4
3
53.125
58
60.0
77.6
4
3
74
58
60.0
83.1
5
3
26.5
63
60.0
100.0
3
2
37
63
60.0
92.7
4
3
53.125
63
60.0
69.8
4
3
74
63
56.0
58.0
5
3
24
24
60.0
100.0
2
2
38
24
80.0
100.0
2
2
48
24
60.0
100.0
3
2
80
24
60.0
100.0
3
2
72
24
60.0
100.0
4
2
24
36
60.0
100.0
2
2
36
36
60.0
100.0
3
2
48
38
60.0
100.0
3
2
80
36
60.0
100.0
4
2
72
36
60.0
100.0
5
2
24
48
60.0
100.0
2
2
36
48
80.0
100.0
3
2
48
48
60.0
100.0
4
3
60
48
60.0
93.1
5
3
72
48
60.0
88.4
6
3
24
60
60.0
100.0
2
2
36
60
60,0
100.0
4
3
48
50
60.0
80.0
4
3
80
80
80.0
88.3
4
3
72
BO
60.0
61.0
5
3
- .°..:.e
8500 Non Im pact Horizontal Sliding Window (XO Or OX)
Teat 0 HETI-08-2158 lhru 08-2160 -118• Tam pared Flange Frame
wl HEAVY DUTY MEETING RAIL & HI -RISE SILL
Width
in
Hel9 ht
in
DP(+)
9(
DP(-)
Psi
Anchors
Head 6S01
Each Jamb
26.5
26
73.3
100.0
2
2
37
26
73.3
100.0
2
2
53A25
26
73.3
100.0
3
2
74
26
73.3
100.0
5
2
26.5
38.375
73.3
100.0
2
2
37
38.375
73.3
100.0
3
2
53.125
38.375
73.3
100.0
4
2
74
38.375
73.3
100.0
6
2
26.6
50.625
73.3
100.0
2
2
37
50.625
73.3
100.0
3
2
50.625R
93.0
4
3
50.825
77.6
5
3
58
100.0
3
2
58
100.0
4
3
R6.
58
77.6
4
3
58
83.1
5
3
63
100.0
3
2
63
92.7
4
3
63
69.8
4
3
74
1 63
56.0
1 56.0
5
3
24
24
73.3
100.0
2
2
36
24
73.3
100.0
2
2
48
24
73.3
100.0
3
2
60
24
73.3
100.0
3
1 2
72
24
73.3
100.0
4
2
24
36
73.3
100.0
2
2
36
36
73.3
100.0
3
2
48
36
73.3
100.0
3
2
80
i 38
73.3
100.0
4
2
72
36
73.3
100.0
5
2
24
48
73.3
100.0
2
2
30
48
73.3
10000
3
2
48
48
73.3
100.0
4
3
60
48
73.3
93.1
5
3
72
48
73.3
85.4
6
3
24
60
73.3
100.0
2
2
36
60
73.3
100.0
4
3
48
60
73.3
80.0
4
3
60
80
68.3
68.3
4
3
2
60
61.0
61.0
1 5
3
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EXT �' 30
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in
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3
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25
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2
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28
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97.8
3
2
74
25
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5
2
74
26
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2
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25
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100.0
5
2
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28
73.3
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2
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5
2
117
26
73.3
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5
2
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2
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2
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2
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2
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372
372
4
2
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64.3
64.3
4
2
53.125
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2
63.125
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4
2
74
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51.9
51.9
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2
74
50.625
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2
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2
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2
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3
2
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2
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2
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2
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24
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5
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108
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2
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2
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6
2
72
36
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2
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6
2
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36
40.0
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4
2
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6
2
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36
53.3
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6
2
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38
53.3
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8
2
120
35
353
352
4
2
72
48
55.8
52.9
4
2
72
48
382
382
3
2
72
48
56.9
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4
2
48
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5
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4
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8
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48.7
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• Pressure Dmeed to Ne2aWe 100psr. Pressure um4ed to NeOaNa 100pst.
6
2
120 48 27.4 27.4 4 2
Test # FTL 4429.114" Armmted Flange Flame (XOX)
wl FfAW DUTY MEETING RAILS STANDARD SILL
Wtlth
n
Height
n
DP(*)
DP(-)
Arcron
Naa16811
EW Jame
53.125
B
6Q0
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3
2
74
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2
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7
2
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4
2
74
38.375
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10a0
8
2
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7
2
111
38375
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73.1
7
2
53.125
50.Q5
60.0
1000
6
2
74
50.625
60.0
81.9
8 �
2
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60.0
66.0
7
2
111
50.625
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61.9
7
2
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ffi
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90.8
8
2
74
58
6a0
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8
2
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59
572
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7
2
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ffi
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8
2
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6
2
74
63
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62.5
8
2
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63
521
52.1
7
2
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63
51.1
51.1
8
2
72
24
6Q0
1000
4
2
84
24
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100.0
5
2
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24
6Q0
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8
2
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z
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24
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7
2
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z
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36
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8
2
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2
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ffi
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7
2
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n
ba
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s
2
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48
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7
2
ffi
48
6Q0
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7
2
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2
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8
2
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s
z
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8
2
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ffi
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60
54.8
54.8
8
2
'120
fiD
51
51
8
2
SSW Non Impart Horizollal 9idng Wttdow
Test#FTL4429. 114"Anrealed Flange Frmre(XOX)
vi HEAVY DUTY NESTING RAJL 8 N-Rig SILL
B'DONanlnpxt Moraontal SSdrlg Wndrnv
Tea#FIL 4457-3r16'AJvlealetl Range Pierre (XOX)
vd HEAVY DUTY MEETING RAIL &STANDDfiD SILL
Wdh
M
Haight
(in)
DR.)
r
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Do
Anchors
Nmd 4S111
EazA Jane
Wd<tl
n
Height
m
DP(y
DP(-)
Arcrors
Ikea aSll
EaAJanW
53125
26
T33
100.0
3
2
53.125
�
60.0
1000
3
2
74
2fi
733
100.0
5
2
74
�
6Q0
1000
5
2
103375
28
733
,OD.O
7
2
108375
26
60.0
61.6
5
2
111
26
733
100.0
7
2
1,1
�
80.0
79.0
5
2
53125
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733
100.0
4
2
Si.125
38.375
600
1000
4
2
74
3fl375
733
10D.0
8
2
74
39.375
6a0
ffi.0
- 5
2
106.315
38375
733
769
7
2
106375
39.3/5
Ba0
fi1.8
6
2
11,
3fl375
731
731
7
2
111
38.375
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58.7
6
2
53125
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733
100.0
8
2
53.125
50.625
80.0
ffi.5
5
2
74
Sa625
T33
81.9
8
2
74
50.625
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ffi.7
5
2
103375
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650
660
7
2
10fl375
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523
523
8
2
111
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61.9
81.9
7
2
111
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50.3
5D.3
8
2
53125
58
Ti3
9a8
8
2
59.125
58
600
79.4
5
2
74
58
70.3
70.3
8
2
74
58
54.8
54.8
5
2
106375
58
572
57.2
7
2
106375
59
465
48.5
8
2
1,1
58
555
555
8
2
111
58
44.9
44.9
8
2
53175
63
733
82,
8
2
53.125
8i
Ba0
72.0
5
2
74
83
625
825
fl
2
74
63
492
492
5
2
108375
83
S21
521
7
2
106.375
83
429
42.9
8
2
111
63
61.1
51.1
8
2
111
6i
413
41.3
8
2
72
24
733
100.0
4
2
72
24
6Q0
1000
4
2
84
24
733
100.0
5
2
04
24
60.0
1000
5 �
2
96
24
733
100.0
8
2
98
24
6Q0
95.3
5
2
,OB
24
733
100.0
8
2
108
?A
6a0
97.5
8
2
120
24
733
10D.0
7
2
120
24
6Q0
ffi.3
6
2
72
38
733
100.0
8
2
72
ffi
60.0
972
5
2
84
38
733
94.4
8
2
84
36
60.0
@.0
5
2
98
38
733
870
7
2
98
ffi
60.0
742
6
2
1ffi
38
733
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7
2
108
ffi
Ba0
820
6
2
,aT
38
ffi5
6fl5
7
2
120
36
533
53.3
6
2
72
48
733
87.2
8
2
72
48
60.0
71.3
5
2
84
48
733
Ba3
7
2
64
48
60.0
65.8
8
2
ffi
48
733
743
7
2
98
4B
60.0
fiD.O
8
2
108
48
ffi4
664
7
2
,08
48
537
53.7
8
2
120
48
59.3
59.3
8
2
120
48
4fl7
48.7
8
2
T2
60
W.2
69.2
8
2
72
EO
526
S.6
5
2
84
60
61.5
81.5
8
2
84
80
Sal
50.7
8
2
96
fi0
5fle
5fl6
7
2
ffi
ffi
4fl3
48.3
6
2
10B
80
54.8
54,8
8
2
108
fi0
44S
44.5
8
2
1Z)
60
51
51
8
2
120
EO
40.8
40.8
7
11 2
8500 Nan Impact Horizontal Stidng W rtlaw
Test # FTL 4457.3H 6' Amealed Flange Pierre (XOX)
wl HEAVY DUTY MEE(1hG RAIL S HI�2LSE 9LL
on)
Height
In
DWG)
5T
OP(-)
(
Archers
Haad4611
Eed. Jane
�
73.3
1W.0
3
2
�
73.3
1W0
5
2
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73.3
81.6
5
2
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733
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5
2
r74
3fl375
73.3
1W.0
4
ffi375
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ffi0
5
2
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61.8
61.8
8
3fl315
58.7
58.7
B
2
5a825
73.3
ffi.5
5
2
31825
66.7
ffi.7
5
2
5D.625
52.3
523
8
2
111
50.625
50.3
5D.3
8
2
53.125
58
73.3
79.4
5
2
74
58
54.6
b1.6
5
2
1W.375
58
48.5
48.5
6
2
1,1
58
44.9
44.9
8
2
51.125
83
72.0
72.0
5
2
74
W
492
49.2
5
2
106.375
ffi�
42.9
429
8
2
111
83
41.3
41.3
8
2
72
24
73.3
100.0
4
2
84
24
73.3
1W.0
5
2
ffi
24
733
95.3
5
2
108
2d
733
BO.b
8
2
120
24
73.3
ffi.3
8
2
72
36
733
91.2
5
2
B4
ffi
73.3
82.0
5
2
98
ffi
73.3
742
8
2
108
36 �
82.0
620
8
2
120
35
53.3
53.3
8
2
72
48
71.3
71.3
5
2
84
48
65.8
65.8
8
2
9d
49
�.0
E0.0
8
2
108
48
53.7
53.7
8
2
,2D
4a
48.7
48.7
6
2
72
ffi
52.6
S.6
5
2
84
ffi
� 50.7
5D.7
6
2
96
60
483
4S3
8
2
108
8)
44.5
44.5
0
2
120
60
40.8
40.8
7
2
_ 8500 Non Impact Hodzoldal Slidrg Wntlow
Test # FTL 4578 716` Annankd Flange Flame(XOX )
wl STANDARD MEETING RAIL 8 FA-PoSE SILL
WtlN
In
Height
In
DP(-)
Sr
OFT-j
r
Arcrors
Head 6611
EaNJmnD
53.125
26
73.3
97.8
3
2
74
�
73.3
73.6
3
2
10a.375
28
43.0
43.0
3
2
111
26
40.5
40.5
3
2
53.125
3fl375
W.5
62.5
3
2
74
3fl375
53.4
53.4
4
2
108.375
3fl375
38.7
38.7
4
2
111
35376
372
37.2
4
2
53.125
50.625
43.1
43.1
3
2
74
50.625
34.8
34.8
3
2
106.375
50.625
29.5
29.5
4
2
111
50.fi25
282
28.2
4
2
72
24
T3.3
782
3
2
84
24
62.0
62.0
3
2
98
24
-b1.1
51.1
3
2
108
24
43.8
43.8
3
2
120
24
38.9
38.9
3
2
72
36
59.7
59.7
4
2
84
38
51.3
51.3
4
2
96
36
45.1
45.1
4
2
toe
3s
40.0
40.0
4
2
120
38
35.3
35.3
4
2
72
4B
382
38.2
3
2
84
49
35.4
35.4
3
2
96
48
33.7
33.7
4
2
108
48
30.6
30.6
4
2
'120
48
27.4
27.4
4
2
(
Pnasun Lvr�edm Negafhe 100p61.
Pxssue LiMed to NegaWe t00ps1.
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35 3U
EST. 31
29
va
e..1[rTi xrz
1/2' OVERALL INSULATED GLASS
coNstsr eP:
1/8' ANNEALED OR 7'L1iPERED IITt.
+ 1/4: AIR SPACE
+ 1/8' ANNEALED OR hvPERED IIIE
(SEE CORRESPONDING DESIGN PRESSURE CHARTS)
GLAZING DETAIL & DESCRIMON
Note:
1. wINDOw WIDTHS & HEIGHTS
ARE THE OVERALL EXTERIOR
FRAME DIMENSIONS.
1
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as complying with the Florida e ti
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Press w,ae4tolWgetiva lODpaC
8500 Non Impact Horizontal Siding Window -XOX
Test RFTL 4%8-1/8"Annlmled Insulated Flange Frarre
w/ STANDARD MEETING RAIL B HI -RISE SILL
WWa1
Height
In
of
f
Nea4Aen
Gcn l•me
o
0
ti
m
888G
53.125
26
73.3
100.0
3
2
74
26
733
100.0
5
2
10B.375
26
73.3
77.4
5
2
171
25
72.9
72.9
5
2
53.125
36375
73.3
93.2
4
2
74
38.375
5
2
108.375
38.375
69.3
69.7
69.7
69.7
6
2
111
38.375
66.9
66.9
6
2
W.125
50.625
84.3
64.3
4
2
74
50.625
51.9
51.9
4
2
10G.375
50625
44B
44.6
5
2
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171
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44.1
44.1
5
2
rz
24
7d.3
100.0
4
2
84
24
73.3
10DO
5
2
96
24 '
73.3
91.9
5
2
108
24
733
78.8
5
2
120
24
70.0
70.0
5
2
rz
36
733
89.4
5
2
B4
36
73.3
85.7
6
2
9s
3s
73a
81.z
s
2
108
ffi
rz.0
rz.0
6
2
120
36
W.6
W.8
6
2
rz
4e
ss.9
M.9
4
2
84
48
52.8
52.8
5
2
9G
48
W2
50.3
5
2
108 48 48.7 48.7
120' 48 472 47.3
Pnssve tanked to Negative impst.
6
2
6
2
P-m DmF d to mgeae 100psf.
esoD Non Impact Horawdal 9laing Window-XOX
Test d FTL 4541.118" Anrmled Insulated Flange Frarre
w/ HEAVt'DUTI' MEETING RP1L 8 STANDARDSI
Llit
L
Width Height DP(-) D%-) Arcron
in n nm4Asa Esn d,me
W.125 � 800 1000 3 2
74 28 600 1000 5 2
106375 28 600 n.4 5 2
111 � 60.0 rz.e 5 2
W.125 38375 60.0 1000 4 2
74 39.375 60.0 BBS 6 2
106375 38.375 600 W.7 6 2
111 38.375 600 W.9 8 2
W.125 50.825 600 W.9 5 2
74 SD.625 60.0 75.0 6 2
108.375 50.625 532 S32 8 2
111 50.625 50.8 SD.B 8 2
W.125 50 600 83.1 5 2
74 W 600 82.7 8 2
106.375 ffi 461 46.1 8 2
111 58 443 44.3 8 2
W.125 W 600 61B 4 2
74 W 562 562 8 2
106375 W 428 42.8 6 2
111 W 4D9 40.9 8 2
rz 24 fi0.0 1000 4 2
t?4 24 600 1000 5 2
93 24 fi00 91.9 5 2
108 ?a 600 78B 5 2
120 24 600 70.0 5 2
rz 36 600 1000 8 2
84 3a 600 92.4 8 2
98 38 BD B12 B 2
108 3e m n s z
120 38 W W.8 e 2
n 48 m e1s s z
84 49 W 71S 6 2
9B 48 800 82.9 8 2
108 48 55.1 55.1 8 2
- 1zo 48 as.a 49.4 e z
rz W 80.0 61A 6 2
84 W 554 ffi.4 6 2
93 W 499 49.9 6 2
108 W 442 442 8 2
120 W 398 �.8 8 2
asao Non Impaa Horizontal sidiTg mTMow-xox
Test d FM 4588 -118"Annealed Insulated Flange Fr4rne
w13TAND4(A MEETING RAIL & STANDARD 9LL
asao Non Impaa Horizontal sidiTg mTMow-xox
Test d FM 4588 -118"Annealed Insulated Flange Fr4rne
w13TAND4(A MEETING RAIL & STANDARD 9LL
Vddth
GO
He19M
n
DP(+1
Sf
D%-)
ArNron
Nea4 A6rl
EW JamD
W.125
28
60.0
1000 �
3
2
74
28
60.0
100.0
5
2
10fi375
28
60.0
77.4
5
2
111
ZB
60.0
rz.9
5
2
W.125
38.3/5
60.0
812
4
2
74
38.375
60.0
79B
5
2
108.375
38.376
80.0
W.7
B
2
itt
38.375
80.0
68.8
8
2
53.125
50.625
60.0
64.3
4
2
74
50.fi25
51.9
51.9
4
2
106.375
50.625
44.8
44.8
5
2
111
50.625
44.1
44.1
rz24
60.0
100.084
24
60.0
1000
96
24
60.0
81.9
108
24
60.0
78.8
120
24
60.0
70.0
M12
rz36
60.0
89.4
M
38
60.0
85.7
sB3sso.o812108
38
60.0
rz.0
120
38
60.0
W.6
8
2
n
4e
ssB
s6.s
a
z
84
48
528
52.8
5
2
BB
48
50.3
SD.3
5
2
108
48
48.7
48.7
6
2
1zo
48
a7a
a7a
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8500 Nan Impact Horizontal Siding Nlndow-XOX
Test f)FTL 4541-118"Annealed tnwlated Range Ftarte
8500 Nanlnpact Hor¢ordal SG6ng lMndow-XOorOX
TestpFTL4533.118"Ammled Insulated
8500 Non Impact Macclllal Sliding WiMew-XO w OX
Test p FTL 4533 - 718"Annaaled Insulated
F11 0 CA
l
ange Frame
1d HEAVYDIlfYMFETINGRAg.BHI�PogSILL
Width Height D%+) D%-) A•rcrctlon
CM) in sf ( Nraeesn EaN�snn
265 � 73.3 100.0 2 2
37 23 73.3 100.0 2 2
W.125 Z8 T3.3 1m.0 3 2
74 � 73.3 700.0 5 2
26.5 38.375 73.3 100.0 2 2
37 35375 73.3 100.0 3 2
53.125 38375 73.3 100.0 4 2
74 38375 73.3 93.1 5 2
265 50.625 73.3 H1D.0 2 2
37 W625 73.3 1m.0 3 2
W.125 50825 73.3 8].3 4 3
r74 �fi25 71.7 71.7 5 3
59 73.3 103.0 3 2
58 73.3 �.8 4 3 58 68.0 W.0 4 2 W W.8 ®.8 5 3 W 73.3 700.0 3 2W 73.3 BB.4 3 3W57.os7.oaz W 54.0 54.0 5 3 24 73.3 100.0 2 2
3B 24 73.3 100.0 2 2
48 24 73.3 107.0 3 2
W 24 73.3 100.0 3 2
n za 73.3 1m.o a z
24 ffi 73.3 100.0 2 2
38 38 73.3 1�.0 3 2
48 38 73.3 100.0 3 2
W 38 733 100.0 4 2
rz 36 73.3 tOD.O 5 2
24 48 73.3 - 100.0 2 2
36 48 73.3 tOD.O 3 2
48 48 73.3 ®.3 4 2
80 48 73.3 ffi.7 4 3
n 4a T3.3 nB s 3
24 W T3.3 1m.0 2 2
30 W 73.3 W.9 4 3
48 60 6fi.0 W.0 3 2
W W W.1 W.1 4 3
rz W 58.8 58.8 5 3
FRAME HEAD
VENT INTERLOCK RAIL (Heavy Duty)
GLAZING BEAD
m
L-7503
L-7506
L-7516
3
rn
q
1.875
�1.280-q
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h
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v
FIXED MEETING RAIL
L-7504
VENT INTERLOCK RAIL (Standard Duty)
L-7505
FRAME SILL RISER ADAPTER
L-8503
71
\
I 1
�I
1 �050
VENT BOTTOM CORNER
U
tz
w
v�
z
T2.241
06
.062 1.938pFRAME
500
.8 f7,2
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BOTTOM CORNER.164Oax
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m
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.
FRAME & SASH CORNER DETAILS
A
z
� zb
VENT JAMB RAIL
FRAME SILL
FRAME SILL ANCHOR CLIP
Vj
L-7507
'
L-8501
L-5108
SEE MULLION APPROVALS FOR
MULLION TYPE, SIZE AND MAX.
b
DESIGN PRESSURE LIMITATIONS.
# 12 X 3/4' S.D.S.
FLAT HEAD, PHILLIPS.
c
(SEE ELEVATION AND INTERIOR
DP TABLES FOR QUANTITY 1/4' MAX,
x o
u
poy�
d
a
2.375
2.062
AND FASTENER SPACING) SHIM
„
u
.060
2.794
.0 0 .0 4
@ 12 S.D.S. X 1 1/4" L
INTERIOR 5EE ELEV. FOR SPACING
a o
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WINDOW FRAME
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°
w
.726
3L
6
1.875
Z
a
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v
WINDOV! FRAME
—
a c
o li
FRAME JAMB
L-8502
1.875
VENT TOP / BOTTOM RAIL
L-7508
0
EDO
EXTERIOR PERIMETER EXTERIOR
SEALANT
EXTERIOR GRADE
CAULKING NOTE THE LOWER PRESSURES OF SINGLE o N
WINDOW OR MULL SHALL GOVERN
ALUM. TO BE PAINTED OR PLATED.
ALL STEEL IN CONTACT WITH062
a r�s�
141.
L • a
-= o u..PERIMETER
=::'14+ n2.094HUNG
N1.
2. METAL STRUCTURES: PRODUCT RENEWED
OR ALUM. 1/8' MIN. THICK) aseomplying wRh the Florltla `�'.�,°.
�•�eo
687
(STEEL
A) STEEL : Fy - 36 KSI MIN. Building Code
O B) ALUMINUM : 6063—T5 MIN. NDA No. 20-0613.046'r�Eff
Expirati�oon'D^vIle 01/26/2026 a
C/d
F
MULLION &METAL STRUCTURE ATTACHMENT DETAIL 13Y
fYGami-0ade Product Control
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