HomeMy WebLinkAboutProduct Approval (2)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 "PW -701/720/820" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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 revises NOA# 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAM4DADE COUNTY
f/�q
jl&
NOA No. 16-0629.14
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
Page 1
MIAMI•DADE
MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.2ov/eeonomv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
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 "PW -701/720/820" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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 revises NOA# 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAM4DADE COUNTY
f/�q
jl&
NOA No. 16-0629.14
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal'' spacer system, Super Spacer'' NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
Man el Pe ez, P.E.
Product Co trol aminer
NOA . 6-0629.14
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0528.26)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite(9 PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
Manuel Per z, .E.
Product Control am' er
NOA No. 1 9.14
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t1 Edition (2014), dated May
20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0528.26)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0528.26)
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No. 13-0502.03)
4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW -
701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring
on 02/19/19.
Manuel � e .E.
Product Contr 1 Exa finer
NOA No. 629.14
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-3
GENERAL NOTES: SERIES 720/820
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. FOR INSULATED GLASS
INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD
LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) 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, (EOR) OR
ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED
ON ALL FOUR CORNERS OF THE FRAME. 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.
6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH 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.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINDLOADS 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.
9) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212;
ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN
MANUAL.
10) THE 720 SERIES USES A PVB INTERLAYER, THE 820
SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES
MAY ALSO BE REFERRED AS THE 701 SERIES.
48" TIP -TO -TIP WIDTH--
�- 47" BUCK WIDTH y
44-1/4" VISIBLE
LIGHT WIDTH
f 6" MAX.
�B, SHEET 6
A
SHEET 6 -
12" MAX.
O.C.
III I I
I
6" 1 L,113 -tel
MAX. SHEET6
- -- A
SHEET 6
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION I DESIGN PRESSURE RATING IMPACT RATING
•ASTM E1300-09
•ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE &SMALL
*ALUMINUM DESIGN MANUAL, ADM -2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
•AISI-S100-07/S2-2010
95"
BUCK
HEIGHT
92-1/4"
VISIBLE
LIGHT
HEIGHT
r 48" BUCK WIDTH y
45-1/4" VISIBLE i
LIGHT WIDTH
�- 6" MAX.
F� ,SHEET7
C - - C
SHEET 7 SHEET 7
-
BUCK K
f HEIGHT
12" MAX. - -
O.C.
96"
TIP -TO
TIP
HEIGHT
12" MAX. O.C. 6" �D
MAX. SHEET
TYP. FLANGED FRAME
ELEVATION (TESTED UNIT)
GUIDE TO SHEETS
GENERAL NOTES ........................
1
ELEVATIONS ..... ........ .............. __
1
GLAZING DETAILS .......................
2-5
DESIGN PRESSURES ..................
2-5
INSTALLATION, FLANGE .............
6
INSTALLATION, EQUAL -LEG.......
7
INSTALLATION, INT. FIN A...........
8
INSTALLATION, INT. FIN B .........
. 9
CORNER ASSEMBLY ...................
10
EXTRUSION PROFILES ................
11
PARTS LIST ..................................
11
FIGURE 1:
12" O.C.
MAX. /
12" O.C.
MAX.
6"
MAX.
T
-"
VISIBLE
LIGHT
HEIGHT
f 48" BUCK WIDTH -►
45-1/4" VISIBLE
LIGHT WIDTH
F, SHEET 8 2" MAX.
�H, SHEET 9
i I I
E, SHEET 8
G, SHEET 9. ii"
--
5
O.C.
i
I
�f 12" MAX. O.C. L�F, SHEET8
2" MAX. J H, SHEET 9
E, SHEET 8
G, $HEET 9
"
VISIBLE
LIGHT
/ HEIGHT
96"
BUCK
HEIGHT
TYP. EQUAL -LEG FRAME
ELEVATION (TESTED UNIT)
TABLE 1:
M
Ty pe Description
Sheet
W
i
1 1
-7/16" Lam! (3/16" An -.090" PVB - 3/16" HS)
2
I 2 7/16" Lami (3/16" HS -.090" PVB - 3/16" HS)
2
I 3 1-1/16" Lami. IG (3/16" T-7/16" Air - 3/16" An -.090" PVB - 3/16" HS)
3
4 1-1/16" Lamm. IG (3/16" T- 7/16" Air - 3/16" HS -.090" PVB - 3/16" HS)
3
I 5 7/16" Lami (3/16" An -.090" SG - 3/16" An)
4
I 6 7/16" Lami (3/16" HS - .090" SG - 3/16" HS)
4
I 7 1-1/16" Lam!. IG(3/16"T-7116"Air -3/16"An-.090"SG-3/16"An)
5
I 8 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3116" HS -.090" SG - 3/16" HS)
5
"SG" = "KURARAY SENTRYGLAS'INTERLAYER" BY KURARAY AMERICA, INC.
"PVB" = "KURARAY BUTACITE0 PVB INTERLAYER" BY KURARAY AMERICA,
INC.
5" MAX. O.C.
TYP. FIN FRAME ELEVATION
(TESTED UNIT)
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
WIDTH WIDTH WIDTH WIDTH
xl _ _1 Ixl
iL_ f
i— WIDTHS WIDTH �- WIDTH WIDTH
F(
0 CD
w w u w
x x x x
1 i_ iL J
—WIDTH -i WIDTH y{ Imo- WIDTH +{ Imo- WIDTH y{
i
PFOD€JCT PRviSE'1
as ct'mp/ yiug 4✓io$ yid '
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134'
M
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m
W
i
1 1
e
2
of
m JR - 05/05/16 - ADDED SHEET 11
WITH
SPACERS & MOVED PARTS.
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TABLE 2:
Window Design Pressure (+/_, psf)forGlass Type 1
.ong Side (in
67-7/8 72 76 80 84 88 92 96 100 104 109-1/2
30
+1$0
+1-80
+l-80
+/$0
+/$0
+1$0
+I-80
+/-80
+1-80
+1$0
+/-80
32
+l-80
+1-80
+/$0
+/-80
+/$0
+/-80
+1-80
+/-80
+1-80
+/$0
+/$0
34
+1$0
+1$0
+/-80
+1-80
+1.80
+l$0
+1-80
+I-80
+1-80
+/-79.8
+1-79.4
36
+/$0
+1-80
+!$0
+1-80
+/$0
+1-80
+1-79.7
+/-7Z2
+1-75.1
+/-73.4
+I-72.2
38
+/$0
+/$0
+/-80
+1-80
+/$0
+/-781
+1-75.2
+/-725
+1-703
+1-685
+1-66.3
40
+/-80
+/$0
+1-80
+1-79-8
+/-77.2
+1-743
+1-71.3
+1-67.9
+185.1+1-63A
1
+1-61.6
42
+I-80
+1$0
+I-80
+1-77.4
+1-74.3
+1-71.3
+1-68.2
+/-64.7
+181.6
+/59-8
+1-582
7/16" LAMINATED
GLASS STACK
p--.090" P VB INTERLAYER
0-3/16" HEAT STRENGTHENED GLASS
3/16" ANNEALED GLASS
44 +1$0 +1$0 +/-76.9 +1-75.4 +1.72.1 +1-68 9 +1-65.6 +1-622 +159.7 +/-57.5 USED AT CURVED
46 +1$0 +/-80 +/-7Z2 +/_73.6 +/-70-1 +1-668 +1-635 +1-60.3 +/-577 FRAME MEMBERS ONLY (9c
48 +1$0 +/-79.3 +1-75-6 +1-719 +/88.3 +1-64.9 +1-61 5 +1-582 @ 11-7/8" O.C. MAX.
50 +/$0 +/-77.5 +1-74.1 +/-70.3 +186.7 +1-63.1 +/_59 7
r 1-3
g 52 +1-79.1 +1-75.6 +1-72.4 +1-68.8 +1-65-9 +1$1.5
54 +1-77.4 +/-73.8 +1-70 5 +187.3 +1-63-5
EXTERIOR
56 +/-758 +1-72 +1-686 +1-653
58 +1-74.2 +1-70.3 +/86 8 a
60 +/-727 +/-68.7 +185
62 +1-712 +/.67.1
64 +1-69.7 +/-65.5
66 +/-68.3
67-7/8 +/87 -
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
TABLE 3:
GLASS TYPE 1
5/8" �- LONG SIDE
GLASS BITE
SHORT
St--- F��/// N
IDE
3
LONG SIDE -a-
SHORT
SIDE
A--
TABLEDIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
SHORT
SIDE
LONG
SIDE
SHORT
-� SIDE �-
PP,)DIJCT REVISED
M Lemylss with &Fs,�a%Sa
Bwiding Code
As pWR,V Na
E' PlM60f5 DItt 6�t f}
19
B
rXi�'i a :?a�tvrnxt Cc'+:a t
a
m
m
U
W
m
Window Design Pressure (+/-, psf)for Glass Type 3
m
nab
K
_ong Side (In
a°0
O
N
67-7/8
72
76
80
84
88 92
96
100
104
109-112
1-1/16" NOM
O
N
_ _
LAMINATED
30
+1-80
+1-80
+/-80
+/-80
+1$0
+1-80 +1.80
+!$0
+1-80
+/$0
+/-80
GLASS STACK
X
o
GLA
GLASS STACK
32
+1$0
+1$0
+r-ao
+/$0
+1$0
+1$0 +I_gp
+/$0
+1-80
+/$0
+/$0
z
3/16" HEAT
34
+L80
+1$0
+/-80
+/-80
+1$0
+I$0 +1.80
+/$0
+1-80
+J$0
+1-80
%"
_
STRENGTHENED GLASS
36
+1-80
+1$0
+1-80
+1-80
+/$0
+/$0 +1-80
+/$0
+1-80
+/$0
+/_gp
3/16" TEMPERED GLASS-�
C/)
38
+1-80
+/$0
+/-80
+/-80
+1$0
+1$0 +1-80
+/$0
+1-79.4
+/-76.4
+/-74.3
3/16" ANNEALED GLASS
40
+1$0
+/$0
+/-80
+/-80
+1$0
+1-80 +I-80
+1-767
+/_73.5
+/-70.9
+1-69
�;_�-
7/16" AIR SPACE _. .090" PVB
42
+1$0
+/$0
+1-80
+/_80
+1$0
+1$0 +1-77
+1-731
+189.6
+1-66-9
+I-65.2
Z
1,� INTERLAYER
44
46
+/$0
+1$0
+/-80
+l$0
+/-80
+/-80
+/-80
+1$0
+1$0
+1-79.2
+1-778 +1-74.1
+1-754 +1-71.7
+/-70-3
+1-681
+187.5
+185.1
+1-63.9
w
11
0 48
+/-80
+1$0
+1$0
+1-80
+1-772
+1-733 +1-69.5
+1-65.8
aN21
_ osa0
sauag
USEDATCURVED
50
+1$0
+!$0
+1-80
+1-794
+1-75.3
+1-71.3 +1-675
FRAME MEMBERS ONLY 29
r 52
+1$0
+1$0
+/-80
+1-77.7
+1-73.5
+189.5
@ 11-7/8" O C. MAX.
GLASS BITE
N 54
+1$0
+/-80
+/-796
+1-76
+/-71.8
56
+1$0
+/$0
+1-77.5
+1-738
58
+1$0
+/-79.4
+/.75-4
EXTERIOR
60
+1$0
+/.77.6
+1-735
I
7s-�e
21 13
62
+1-80
+/-758
�r
64
+1-788
+/-74
GLASS
TYPE 3
66
+1-7T2
67-718
+/-74.9
,
NOTES:
1) BUCK DIMENSIONS
SHOWN.
FOR
FLANGED
WINDOWS, SUBTRACT
1" FROM THE TIP -TO -TIP DIMENSION
TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES
NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE
SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL
WINDOWS,
FIND THE SMALLEST WINDOW SIZE
IN THE TABLE ABOVE
WHICH THE OVERALL
DIMENSIONS COMPLETELY FIT
WITHIN.
SHORT
SIDE
LONG
SIDE
SHORT
-� SIDE �-
PP,)DIJCT REVISED
M Lemylss with &Fs,�a%Sa
Bwiding Code
As pWR,V Na
E' PlM60f5 DItt 6�t f}
19
B
rXi�'i a :?a�tvrnxt Cc'+:a t
a
m
m
U
W
m
Y
m
nab
K
a°0
O
N
U N
O d
J C7
v
(h
U
W
O
N
O J
Z LL
O) J
if) LL
O
cD
Z
J
.fg
umuju
❑
W
0 U
X
o
❑
Z
W
m 0
(9
Ma
o
�>
Y
00
z
F, z
a z
)
0
Q
LU
LL
O
J
J
N
Q
Q
rn
C/)
F
W
1aa45
®
m
Z
Ir
u
Z
O
U)
Q
❑
a
alo 5
Z_
O
Z
NN
ae
❑
C7
r W
X
w
as
LL
❑
.
aN21
_ osa0
sauag
A LYNN MILLER, P E
P.E.# 58705
TABLE 4:
Window Design Pressure (+/-, psQ for Glass Types 2& 4
Long Side (in)
67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 1 112 116
30
+J-80
+t-80
+680
+/-80
+1-80
+/-80
+1-80
+/-80
+t-80
+1-80 +1-80 +1-80 +/AO
32
+1.80
+IAO
+1-80
+/-80
+/AO
+1-80
+1-80
+/-80
+/-80
+1-80 +1-80 +1-80 +/-80
34
+IAO
+IAO
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80
+/-80 +1-80 +1-80 +/AO
36
+1-80
+1-80
+/-80
+1-80
+1-80
+/-80
+1-80
+1-80
+/-80
+1-80 +/-80 +/-80 +1-80
38
+1-80
+1-80
+/-80
+I-80
+1-80
+/-80
+1-80
+1-80
+IAO
+1-80 +/-80 +/-80 +/-80
40
+J-80
+J-80
+1-80
+1-80
+i-80
+/-80
+J-80
+1-80
+/-80
+1$0 +1-80 +IAO
1 42
+/AO
+1-80
+t-80
+1-80
+t-80
+1-80
+1-80
+J-80
+J-80
+/-80 +J-80
1 44
+J-80
+J-80
+/-80
+IAO
+/-80
+J-80
+J-80
+1-80
+J-80
+1-80
46
+1-80
+1-80
+1-80
+/-80
+680
+1-80
+t-80
+1-80
+1-80
48
+/-80
+J-80
+1A0
+1-80
+1-80
+1-80
+1-80
+1-80
1 50
+1-80
+/-80
+/-80
+/-80
+1-80
+1.80
+/-80
52
+JAO
+JAO
+1A0
+PAO
+t-80
+1-791
54
+/.80
+/-80
+1-80
+1-80
+t-78.6
56
+1-80
+IAO
+/AO
+1-79-1
58
+1-80
+1A0
+1A0
60
+IAO
+1-80
+1-79.3
62
+1A0
+1A0
64
+IAO
+1A0
66
+/A0
67-7/8
+1A0
NOTES:
1) BUCK DIMENSIONS SHOWN.
FOR
FLANGED WINDOWS, SUBTRACT
1"
FROM THE TIP -TO -TIP DIMENSION TO DETERMINE
THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND
UP TO THE NEXT AVAILABLE
SHORT OR LONG
DIMENSION.
3) FOR ARCHITECTURAL
WINDOWS,
FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE
OVERALL
DIMENSIONS COMPLETELY FIT WITHIN.
7/16" LAMINATED
GLASS STACK
090"PVB INTERLAYER
3/16" HEAT
3/16" HEAT STRENGTHENED GLASS ; ~STRENGTHENED GLASS
r444�
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
EXTERIOR
a
5/8"
GLASS BITE
GLASS TYPE 2
120
124
128
132 136 140 1 144
+/-80
+/-80
+1-80
+/-80 +1-80 +1-80 +/-80
+J-80
+t.80
+1-80
+/-80 +/.Sp +1-80 1
+1-80
+/-80
+/-80
+/-80
+/-80
+1-80
+1-80
+1-80
1-1/16" NOM.
GLASS STACK 7/16" LAMINATED
GLASS STACK
3/16" TEMPERED GLASS ' , *---3/16" HEAT STRENGTHENED GLASS
3/16" HEAT STRENGTHENED GLASS
7/16" AIR SPACE ���.090" PVB INTERLAYER
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX
EXTERIOR
GLASS BITE
13
GLASS TYPE 4
PROD SCT .SF. nSED
as <onrpt}•Be$ .�dUn lyse F".�iQao
iluifd€stg C43se
Rcsp�,�x i4b
�%rc.�.-.A9iYikknP [b�R e (q
i
I¢
m
U
z
M Y m
% N nay
v O o
L0
'ITalo0 0 W
O v U o
M N
0 J m J p Z Tg
Z LL m W co J um -0 p
= W I , w
C)X cd o 0
LU
— O :2co 5 oN
TABLE ORIENTED VER CAM Y OR p O rn ZO N spa
HORIZONTALLY AS SHOWN. Z o_ Z H W LL
LONG Q LU O
SIDE J Q C7
f— LONG SIDE Q
/ rn U) w aaa45
® m Z W
u
SHORT
\� O U) Z
\. SHORT Q Z x as oa
S
SIDE
O Z NN
K 0 (D r ; co
X w as
(�-- LONG SIDE —►- LL o
alail asap saua5
SHORT LONG
SIDE SIDE
y SHORT
SIDE ttt60000 "'' b -
A. LYNN MILLER, P.E.
P E.# 58705
TABLE 5:
M
Window Design Pressure (+/-, psf) for Glass Type 7
m
W
cf)
'nab
p
' mg Side (in
v
O
Window Design Pressure (+/-, psf) for Glass Type 5
N
r-
67-7/8
72
76
80 84 88 92 96
100
104 1
109-112
ong Side (in
O M
30
+901-130
+901-130
7/16" LAMINATED
+901-126 +901-122.6 +90t-119.8 +90/-1181 +901-117
67-718
72
76
80
84
88
92
96
100
104
109-112
GLASS STACK
1 30
+901-125.4
+901-120
+90/-1155
+901-111 5
+901-108.5
+901-106
+90/-104.5
+901-103.5
+901-1025
+901-1007
+901-97.9
090" SG INTERLAYER
1 32
+901-116.9
+901-110 8
+901-105.3
+901-101.6
+901-98.7
+901-95.7
+901-92.3
+901-90.6
+901-90 3
+1-89.9
+1-89
38
1 34
+901-108.9
+901-103
+901-98.8
+9(V-95.1
+90/-9t8
+1-882
+1-84.4
+t-81.5
+1-80 1
+1-79.8
+/-79.4
; 0,-3/16" ANNEALED GLASS
36
+901-102.6
+901-971
+90/-928
+/-88.9
+7-85.5
+/-826
+1-79.7
+t-77.2
+1-75-1
+1-73.4
+/-722
3/16" ANNEALED GLASS
38
40
+901-984
+901-gC6
+901-92.2
+1-88.2
+1-86.7
+1-826
+1-83.2
+/-79.8
+/-807
+/-772
+/-78.1
+/-74.3
+t-752
+1-71.3
+/-725
+1-679
+1-70.3
+185.1
+1-68.5
+t-63.4
+/-66.3
+/-6t.6
4 11
42
+901-91.3
+t-84.7
+t-80.7
+1-77.4
+/-74.3
+/-71.3
+1-68.2
+1-647
+181.6
+1-59.8
+)-582
USED AT CURVED
44 +1-883 +l-82.4 +1-789 +1-754 +1-72.1 +/-689 +1-656 +1-622 +/-597 +/-575 FRAME MEMBERS ONLY
46 +t-85.4 +/.80.8 +/-77.2 +/-73.6 +1-701 +/-66.8 +1-635 +1-60.3 +1-57.7
+(-75.6 +/.
0_ 48 +1-827 +/-79.3 @ 11-7/8" O.C. MAX.
719 +/-68.3 +1-64.9 +1-615 +/58.2
U) 50 +/-80.9 +1-77.5 +1-74.1 +1-70.3 +/-66.7 +1-63.1 +1-59.7
r
R 52 +1-791 +/-75.6 +1-724 +/-68.8 +/-65.1 +I-61.5
rn 54 +/-77 4 +1-73.8 +t-70.5 +I-67.3 +/-63.5
56 +/-75.8 +/-72 +1-68.6 +1-65.3
58 +/-74.2 +/-70.3 +/-668
60 +/-727 +/-6B 7 +1-65
1 62 +/-71.2 +1-671
1 64 +1-69.7 +1-65.5
66 +/-683
( 67-718 +/87 !
DOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
TABLE 6:
EXTERIOR
a
GLASS BITE
i
20 13
GLASS TYPE 5
T �~ LONG SIDE -�
f
SSIDET \
4
SHORT
SIDE
I_
�-- LONG SIDE -►)
TABLEDIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
SHORT
SIDE
LONG
SIDE
_ SHORT
SIDE
PRODUCT REVISED
as ce rAying with a`ne Rmida
Bafldmg Code
;-:. �ict'Scmei xndsa»tXc Pa,I
I¢
k
m
k
k
M
Window Design Pressure (+/-, psf) for Glass Type 7
m
W
cf)
'nab
p
' mg Side (in
v
O
0
N
r-
67-7/8
72
76
80 84 88 92 96
100
104 1
109-112
1-1116" NOM.
O M
30
+901-130
+901-130
+901-130
+901-126 +901-122.6 +90t-119.8 +90/-1181 +901-117
+901-115.8
+901-112.7
+90-109.9
GLASS STACK
'1g
IIMDIO
7116" LAMINATED
32
+90/-130
+901-125.1
+901-118.9
+90-114.8 +901-111.5 +901-108.1 +901-104.3 +901-102.4
+901-102
+901-101.4
+90'-99.7
o
GLASS STACK
34
+90/-123.1
+99-1164
+901-1117
+90+-1075 +901-103.8 +901-99.7 +901-95.3 +90/-921
+901-90.5
+/-90
+J-89.6
m O
36
+901-116
+901-109.8
+901-104.8
+90-100.5 +901-96.6 +90/-933 +1-90 +/-87.3
+/.84.9
+/-82.3
+1-812
3116" TEMPERED GLASS -
� 0-3/16" ANNEALED GLASS
38
+901-111.2
+901-104.2
+901-97.9
+901-94 +901-91.1 +1-882 +1-849 +/-8t9
+1-79.4
+1-76.4
+/-74.3
��
ANNEALED GLASS
40
+901-106.9
+90'-99.6
+901-93.4
+90'-90.1 +/-87.2 +1-84 +1.80.5 +1-76.7 1
+1-735
+1-70.9
+/89
7/16" AIR SPACE
��
��3/16"
' INTERLAYER
42
+901-103.2
+90'-95.7
+901-91.2
+1-87.4 +1-84 +1-80.6 +1-77 +1-731 1
+1896
+/-66.9
+/-652
7a=45
y�.090"SG
44
+90/-997
+90'-93.1
+1-89.1
+i-85.2 +1-814 +t-77.8 +1-74.1 +/-70.3 1
+/87.5
+l-63.9
11
.`. 46
+901-96.5
+901-91 3
+/-872
+1-832 +1-792 +1-75.4 +1-717 +/-68.1
+1.651
a1Das
5
a_ 48
+901-93.5
+1-89.6
+/-85.4+/-81.2
+1-772 +/-73.3 +/-69.5 +1-658
O
Z
NN
N50
+90/-91.4
+l-87.6
+1-83.7
+1-79.4 +/-75.3 +1-71.3 +1825
USED AT CURVED
W
as
r
LL
D
FRAME
MEMBERS ONLY 29
sauas
,2 52
+1-89.4
+l-85.5
+/-81.8
+J-777 +/-73.5 +1-69.5
@ 11-7/8" O.C. MAX
�
GLASSSS BITE
N 54
+l-87.5
+1-834
+/-79.6
+J-76 +/-71.8
56
+/-85.6
+/-814
+1-775
+t-73.8
1-3
58
+/-83.8
+I-79.4
+1-75.4
EXTERIOR
60
62
+1-821
+/-80.4
+1-77.6
+/-75.8
+1-73.5
75-78 21
13
64
+1-78.8
+1-74
66
+1-77.2
GLASS TYPE 7
67-718
+1-74.9
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR
FLANGED
WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND
UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL
WINDOWS,
FIND THE
SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE
OVERALL
DIMENSIONS COMPLETELY FIT
WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS
SHORT
SIDE
LONG
SIDE
_ SHORT
SIDE
PRODUCT REVISED
as ce rAying with a`ne Rmida
Bafldmg Code
;-:. �ict'Scmei xndsa»tXc Pa,I
I¢
k
m
k
k
6 9
A. LYNN MILLER, RE
P.E.# 58705
j
M
Y
m
W
cf)
'nab
p
v
O
0
N
r-
a7DG
O
ro
O M
v
U)
Z
N
0 -I
N J
p
,
'1g
IIMDIO
= LL
r -
LU
5c)
X -
o
W Z
O:2
co
�N
I- W
m O
CD
SMG
O >
O O
.L
Z
(h
�z
az
°'
O
Q
LU
LL
O
J
J
Q
Q
�
®
m
rn
(p
Z
W
IM
7a=45
U)
cn
Z
O
Q
Of
a1Das
z
Z_
O
Z
NN
D
O
r• W
x
W
as
LL
D
apil
asap
sauas
6 9
A. LYNN MILLER, RE
P.E.# 58705
j
TABLE 7.
Window Design Pressure (+/_, psQ for Glass Types 6 & 8
Long Side (in)
67-7/8 72 76 80 84 88 92 96 100 104 109-112 112 116 120 124 128 132 136 140 I 144
30 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90J-130 +90/-130 +901-130 +901-130 +90/-130
I 32 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90J-130 +90/-130 +901-130 1
34 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90J-130 +901-130 +901-130 +901-130 +901-130 +901-130 I PRODUC"I' RE`dISED
36 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90J-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90l-130 +901-130 i ( 2s s,,ptying with the Florida
38 +901-130 +901-130 +90J-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90J-129.2 +901-127.3 ! Btd@dmi;Cade
40 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-126.8 +901-1232 +901-122 I A uptancs bks F�
I 42 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-129.3 +90/-123.2 +901-119.7 +901-116.4 ivxpmmtBsm Die '- I
44 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-124.5 +901-119.4 +90/-115 11�.
46 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +9(Y-126.9 +9@'-120.5 +901-115.3 ;:„srs a);sur 3 rr4/¢Rr.:i com'tu f -
48 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-129.7 +901-123 +90'-116.5 j
to 50 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-1262 +89 4/-119.5 -'
r 52 +901-130 +901-130 +901-130 +901-130 +90J-130 +88.81-123
U) 54 +901-130 +901-130 +901-130 +901-130 +88.81-127.1
56 +90/-130 +90/-130 +90/-130 +89.41-129 m
58 +901-130 +901-130 +901-130
60 +90J-130 +90/130 +89.61-129.3
62 +90/-130 +901-130 I
64 +90/-130 +901-130
66 +90/430 _
67-718 +901-130 coY m
W U) nay
COTES: i N
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. } r V aaop U) N
3) F00
OR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. UO v v U o
MN
J J 0) M O Z xe 1”
ZO LL � LUL (D J uMa�4
= LLI W
UU XL o
W z 02 v 7 �N
ma
ORIENTED VETABLE R ICANS L4 Y OR AYBE/ no O rn O Jia
1-1/16" NOM. HORIZONTALLY AS SHOWN. Z d Z F U LL
7/16" LAMINATED
GLASS STACK 7/16" LAMINATED LONG Q J O
GLASS STACK GLASS STACK SIDE Q Q
', — 3/16" HEAT STRENGTHENED GLASS �~ LONG SIDE —► m F as
y�—.090" SG INTERLAYER 3/16" TEMPERED GLASS . �'� 11 m U) W a 4S
�� 3/16" HEAT STRENGTHENED GLASS ® m z 2
3/16" HEAT N
i0'—STRENGTHENED GLASS 7/16" AIR SPACE % 090" SG INTERLAYER Z) H
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GLASS TYPE 6 GLASS TYPE 8 +
SHORT
SIDE
A LYNN MILLER, RE
P.E.# 58705
INSTALLATION
TYPE A
WINDOW
BUCK
HEIGHT
2X WOOD BUCKSTRIP
_ EDGE OR FRAMING, SEE
DISTANCE � NOTE 2, THIS SHEET
EXTERIOR
a
TIP -TO -TIP
1
1
1 r
WINDOW
I
EXTERIOR f
HEIGHT
VISIBLE
—
LIGHT
=
HEIGHT =
Anchor
I
WINDOW
UNDERNEATH THE
BUCK
Spacing
HEIGHT -
BEADING �/
2-3/4"
EMBEDMENT
�MAX
SHIM —{� SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
INSTALLATION
TYPE C
EMBEDMENT
1/4" MAX
SHIM
EDGE m
DISTANCE 8 °�
a ° a
CONCRETE/CMU
PERANCHOR
REQUIREMENT
1/4" MAX. SHIM
#12 STEEL
SELF -DRILLING SMS i
(G5), SEE TABLE 8, %I
THIS SHEET
INSTALLATION _ — EMBEDMENT
TYPE B
1X WOOD BUCTHIS S s e ae
SEE NOTE 2, THIS SHEET
= °
TYP. ANCHOR TYPE, EMBEDMENT AND a
EDGE DISTANCE PER SUBSTRATE, EDGE PI;4A3pIy t;, REVISED
SEE TABLE 8, THIS SHEET . A DISTANCE B ddhip Cod xval.S [Eac Pics.aa
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EXTERIOR f
4
VISIBLE LIGHT WIDTH =
—
WINDOW BUCK WIDTH - 2-3/4"
=
WINDOW BUCK WIDTH
Anchor
I
TIP -TO -TIP WINDOW WIDTH
UNDERNEATH THE
HORIZONTAL SECTION A -A
INSTALLATION i
METHOD D
Y
m
-
CONCRETE/CMI,
_
INSTALLATION ANCHOR
Anchor
I
REQUIREMENT
UNDERNEATH THE
Min. Embedment
Spacing
I
BEADING �/
EXTERIOR
// // 1 i
I
V
MIAMI-DADE APPROVED MULLION
Aluminum, 6063-T5 min.
(SEE SEPERATE NOA), ALUMINUM,
0.063"'
STEEL FRAMING OR STEEL STUD.
#12 or #14 410 SS Screw
SEE SUBSTRATE PROPERTIES,
3/8"
TABLE 8,THIS SHEET
12"
1/4" MAX SHIM
1X WOOD
I
SEE O E2 , THIS SHEET
° \�\ CONCRETE PER
EMBEDMENT ° ° ANCHOR
REQUIREMENT
r \°
INSTALLATIONr EDGE \ TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION B -B
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TABLE 8:
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_
PER ANCHOR
Anchor
I
REQUIREMENT
TABLE 8:
th
Y
m
W
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Min. Edge
Max O.C.
Anchor
I
Substrate
Distance
Min. Embedment
Spacing
I
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
I
Aluminum, 6063-T5 min.
3/8"
0.063"'
12"
#12 or #14 410 SS Screw
A36 Steel
3/8"
0.063" '
12"
O M
J
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga) "
12"
o
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9/16"
1-3/8"
12"
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3/8"
0.063" '
12"
#12 or #14 Steel Screw (G5) i
A36 Steel
3/8"
0.063" '
12"
Steel Stud, Gr. 33 min.
3/8"
0.046'(18 Ga) `
12"
I
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
12"
1/4" 410 SS CreteFlex
Concrete (min. 3.35 ksi)
1"
1-3/4"
12"
0MG
Concrete (min. 2.85 ksi)
1"
1-3/4"
12"
I
Concrete (min. 2.85 ksi)
2-1/2"
1-3/8"
12"
1/4" Steel Ultracon
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
12"
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
12"
Concrete (min. 3.5 ksi)
1-1/4"
1-3/4"
12"
5/16" Steel Ultracon
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
12"
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
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INSTALLATION
TYPE E
I
WINDOW
BUCK
HEIGHT
T
EMBEDMENT
1
INSTALLATION
TYPE F
2X WOOD BUCKSTRIP
EDGE OR FRAMING, SEE
DISTANCE NOTE 2, THIS SHEET
1
EXTERIOR
a
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
1 EMBEDMENT
�1/4" MAX
SHIM
J
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
11 DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
USED AT CURVED
29 FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
INSTALLATION
TYPE G
EMBEDMENT
y 1/4" MAX
SHIM
CONCRETE/CMU
PERANCHOR
REQUIREMENT —
1/4" MAX. SHIM — —
#12 STEELJ.
SELF -DRILLING SMS
(GS), SEE TABLE 9,
THIS SHEET �
INSTALLATION I
TYPE H
EXTERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
MAX SHIM
1X WOOD BUCKSTRIP,
aSEE NOTE 2, THIS SHEET
CONCRETE PER
a ANCHOR
REQUIREMENT
EDGE\
DISTANCE — 111 \ TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D -D
INSTALLATION NOTES:
INSTALLATION
TYPE F
I= = EMBEDMENT
1X WOOD BUCK STRIP,_
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND '
EDGE DISTANCE PER SUBSTRATE, EDGE
SEE TABLE 9, THIS SHEET o DISTANCE
2�� A a
�J
EXTERIOR I\ J
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH _
CONCRETE/CMU
PER ANCHOR
HORIZONTAL SECTION C -C REQUIREMENT
TABLE 9
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
REVISED
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P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
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3/8"
0.063" `
12"
#12 or#14 410 SS Screw i
A36 Steel
3/8"
0.063" `
12"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga)'
12" 1
Oa
MN
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9/16"
1-3/8"
12" I
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3/8"
0,063" •
12" I
#12 or #14 Steel Screw (G5) i
A36 Steel
3/8"
0.063" '
12" I
W
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga) `
12" I
I
Ungrouted CMU, (ASTM C90)
2-1/2"
1-1/4"
12"
1/4" 410 SS CreteFlex
Concrete (min. 3.35 ksi)
1"
1-3/4"
12"
W
Concrete (min. 2.85 ksi)
1"
1-3/4"
12"
9Mp
Concrete (min. 2.85 ksi)
2-1/2"
1-3/8"
12"
1/4" Steel Ultracon
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
12"
O
Grouted CMU, (ASTM C-90)
2-1/2"
13/4"
12"
Concrete (min. 3.5 ksi)
1-1/4"
1-3/4"
12"
5/16" Steel Ultracon
1
Grouted CMU, (ASTM C90)
2-1/2"
13/4"
12"
` MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE.
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1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
REVISED
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TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT f OR FRAMING, SEE
DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET
SEE TABLE 10, THIS SHEET t
EDGE
INSTALLATION l � o � DISTANCE
TYPE 1
11 A 1 11 11 1
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2 -3/4"
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX
INSTALLATION
TYPE J
EDGE
DISTANCE 1/4" MAX
SHIM
I
I O 2X WOOD BUCKSTRIP
—OR FRAMING, SEE
NOTE 2, THIS SHEET
J
�1/4" MAX
SHIM
EMBEDMENT
L
1/4" MAX. SHIM , f
INSTALLATION
TYPE J
J a 2X WOOD BUCKSTRIP
/-- OR FRAMING, SEE
NOTE 2, THIS SHEET
% �1/4" MAX SHIM
i
� It�
EXTERIOR
V
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 103HIS SHEET
INSTALLATION
TYPE K
EDGE DISTANCE y) �—
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET \
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION E -E
TABLE 10
1 9
EXTERIOR
V
Min. Edge
Anchor I
INSTALLATION
Distance
TYPE L
P.T. Southern Pine (SG=0.55)
5/16"
1 2-1/2" x .131" Common Nail
#10 STEEL
3/8"
SELF -DRILLING SMS
P.T. Southern Pine (SG=0.55)
(G5), SEE TABLE 10,
j
THIS SHEET
/
i
INSTALLATION
TYPE J
J a 2X WOOD BUCKSTRIP
/-- OR FRAMING, SEE
NOTE 2, THIS SHEET
% �1/4" MAX SHIM
i
� It�
EXTERIOR
V
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 103HIS SHEET
INSTALLATION
TYPE K
EDGE DISTANCE y) �—
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET \
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION E -E
TABLE 10
1 9
EXTERIOR
V
1
EMBEDMENT
Max. O.C.
Spacirl�
5"
5"
5"
V.
5"
5"
EDGE DISTANCE
i INSTALLATION NOTES:
TYP. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
EMBEDMENT \ _ AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER.
VERTICAL SECTION F -F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
PRODUCT REVISED
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Substrate
Distance
2-1 /2" x .113" Box Nail
P.T. Southern Pine (SG=0.55)
5/16"
1 2-1/2" x .131" Common Nail
P.T. Southern Pine (SG=0.55)
3/8"
I 2-1/2" x .145' Roofing Nail
P.T. Southern Pine (SG=0.55)
3/8"
Z LL
P.T. Southern Pine (SG=0.55)
1/2"
0.093" Aluminum, 6063-T5 min.
5/18"
#10 x 1" Steel Screw`
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1/16"A36 Steel
5116"
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0.045' (18 Gal Steel Stud, Gr. 33
5116"
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
az
1
EMBEDMENT
Max. O.C.
Spacirl�
5"
5"
5"
V.
5"
5"
EDGE DISTANCE
i INSTALLATION NOTES:
TYP. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
EMBEDMENT \ _ AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER.
VERTICAL SECTION F -F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
PRODUCT REVISED
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A. LYNN MILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP
EDGE OR FRAMING, SEE
DISTANCE/ NOTE 2, THIS SHEET
INSTALLATION TYPE M
FOR THIS INSTALLATION
METHOD ONLY, —�
ANCHORS MAYBE NO EMBEDMENT
• MORE THAN 6" O.C.
I I
1/4" MAX
3) SHIM
�p TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
I� DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
�\ USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
n
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INSTALLATION
TYPE N
EMBEDMENT
1
INSTALLATION TYPE M
FOR THIS INSTALLATION
_ EMBEDMENT ' METHOD ONLY,
1/4" MAX ANCHORS MAY BE NO
SHIM 0 MORE THAN 6" O.C.
2X WOOD BUCKSTRIP
OR FRAMING, SEE
i NOTE 2, THIS SHEET
INSTALLATION
TYPE N
1X WOOD BUCKSTRIP, SEE —
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
I EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11. THIS SHEET
EDGE
DISTANCE
CONCRETE/CMU
PERANCHOR
REQUIREMENT
1/4" MAX. SHIM
Substrate
�y
Min. Embedment
Max. O.C.
Spacing
m
INSTALLATION TYPE O
9/16"
13/8"
6"
FOR THIS INSTALLATION
i
METHOD ONLY,
0.063" "
ANCHORS MAYBE NO
'
• MORE THAN 6" O.C.
i
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#12 STEEL
i
SELF -DRILLING SMS
�
l
(G5), SEE TABLE 10,
6"
THIS SHEET
/
21 TYP. ANCHOR TYPE, `t�Cij EXTERIOR
v 6 EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, J\/L•
5{} / SEE TABLE 11, THIS SHEET
gi 1/4" MAX SHIM MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
J -I SEE SUBSTRATE PROPERTIES,
TABLE 11,THIS SHEET
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
EDGE
DISTANCE
VERTICAL SECTION H -H
11
4
INSTALLATION NOTES:
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH -2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION G -G
EMBEDMENT
va .
3
O1 vEDGE
a " DISTANCE
11\ CONCRETE/CMU
S PER ANCHOR
REQUIREMENT
_ EXTERIOR
TABLE 11:
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max. O.C.
Spacing
m
P.T. Southern Pine (SG=0.55)
9/16"
13/8"
6"
#12 or #14 410 SS Screw
Aluminum, 6063-T5 min.
3/8"
0.063" "
6"
v
A36 Steel
3/8"
0.063" "
6"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga)"
6"
CNI
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
6"
#12 or #14 Steel Screw (GS)
Aluminum, 6063-T5 min.
3/8"
0.063" "
6"
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A36 Steel
3/8"
0.063"*-
6"
Mfg
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga)"
6"
W
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
12"
1/4" 410 SS CreteFlex
Concrete (min. 3.35 ksi)
V
13/4"
12"
02
Concrete (min. 2.85 ksi)
V
13/4"
12"
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Concrete (min. 2.85 ksi)
2-1/2"
1-3/6"
12"
1/4" Steel Ultracon
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
12"
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
12"
Concrete (min. 3.5 ksi)
1-1/4"
1-3/4"
12"
5/16" Steel Ultracon
Grouted CMU, (ASTM C-90)
2-1/7
1-3/4"
12"
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME,
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
-RoDUCT REVISED
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ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
90" CORNER
FRAME ASSEMBLY
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ANGLED/CURVED
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SCREW BOSSES. SEALANT AT ALL CORNERS
(10�.
ALL CORNERS
USE GASKET
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ASSEMBLY DETAILS
FOR FIN FRAMES
90° CORNER
FRAME ASSEMBLY
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TABLE 9:
Item PGT Part# Description- Material
1 4253C Flanged Frame Alum. 6063-T5
2
4285
Equal -leg Frame
Alum.
6063-T5
3
4256
Integral Fin Frame
Alum.
6063-T5
4
4255
7/16" Lami. Glass Beading
Alum.
6063-T5
5
4254
I.G. Glass Beading
Alum.
6063-T5
6a
4270
Installation Fastener Cover
Alum.
6063-T5
6b
4224
Installation Fastener Coeer
Rigid PVC
10
70589C
Gasket (at 90" comer joints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC,
Duro. 65 +/-1
13
J
Dow 899, GE 7700 Silicone or Equiv.
0
20
71652K
Setting Block, Mono. 3/16" x 7/16" x 4"
Neoprene,
Duro. 85 +/-1
21
71704AK
Setting Block, I.G. 3/16" x 1-3/32" x 4"
Neoprene,
Duro. 85 +/-1
29
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#6 x 1-1/4" FH SMS
Stainless Steel
30 781PQX #8 x 1" Quad PH SMS
SILICONE
STRUCTURAL 1/4" NOM.
POLYISOBUTYLEN -,
WITH DESICCANT
EXT.GLASS
INT.GLASS
75 KODISPACE
4SG TPS
TABLE 10:
Part # I Description
75 Kommeriing 4SG TPS Spacer System
76 Quanex Super Spacer nXi with Hot Melt Butyl
77 Quanex Duraseal Spacer
78 Cardinal & Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
Stainless Steel
2.784"
.094" yl �—
t.074" � .062"
1.875"
1.00rT
.500"—�[. - .050"�00ocO FLANGE FRAME
#4253C, 6063-T5
STRUCTURAL
SILICONE
FOAM -�
WITH \
DESICCANT /I*
EXT.
1.206"
.875" 7
.050"
3/16" & 1/4"
OGLASS BEADING
#4258, 6063-T5
HOT -MELT BUTYL
3/16" NOM
GLASS
SUPER
76 SPACER®NXT TM
Material
See this
Sheet for
Materials
BUTYL &
DES ICCANT � \
FOAM
EXT.GLASS�
X
2.784"
1 .094"
T .074" .062"
1.375"
500" .438"
.050"*0006•
OEQUAL -LEG FRAME
#4285, 6063-T5
.346"
.875"
�yllllll� .050"
I.G. GLASS
OBEADING
#4254, 6063-T5
ALUMINUM
5/16" NOM:
INT. GLASS
DURASEAL®
77 SPACER
ENT POLYISO-
BUTYLENE
SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
2.784"
.094"
074" .062"
1.375" �r-���
500" II (rU 438"
Il1ll � .050"'0006°
1.125"
� .077'
3 FIN FRAME
#4256, 6063-T5
1 1.037"
.050+
INSTALLATION
6a FASTENER COVER
#4270, 6063-T5
DESICCANT FILL AREA
708XL EDGETM
7a SPACER
5/16" NOM.
-ICONE SEAL
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