HomeMy WebLinkAboutPOA PW 701.720.820MIAMI•DADE MIAMI -DADS 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/eeonomy
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 (hr 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.
WMIAM11-DADE COUNTY
NIIIIIIIIIENM
'f7l�q
r
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, Durasealo 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)
Z
Man el Pei ez, P.E.
Product Co trot Ekatniner
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-511 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 a .E.
Product Contr 1 Exa iner
NOA No. 629.14
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-3
GENERAL NOTES: SERIES 720/820
1
IMPACT -RESISTANT FIXED WINDOW
1
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO
2-5
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
2-5
BUILDING CODE, INCLUDING THE HIGH VELOCITY
6
HURRICANE ZONE (HVHZ).
7
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN
8
WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS
9
INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD
10
LITE (CAP) MUST TEMPERED.
11
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,
11
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
5
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
1-1/16" Lami IG (3/16" T - 7/16" Air - 3/16" HS -.090" SG - 3/16" HS)
WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY
A -
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
SHEET 6
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
12" MAX.
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE
O.C.
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
Y
STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS
W
i
THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
-
ARCHITECT OF RECORD, (AOR).
fn
0
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 6"
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX
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 -
44-1/4" VISIBLE
LIGHT WIDTH�1
—B, SHEET 6 -
B➢111 L"IN
A
EET 6 95
BUCK
HEIGHT
92-1/4"
VISIBLE
LIGHT
//1
HEIGHT
I
C -
SHEET 7
k __
12" MAX.
O.C.
96"
TIP -TO
TIP
HEIGHT j
1
yB 12' MAX. O.C.
SHEET 6
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
ona�sc
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
48" BUCK WIDTH
45-1/4" VISIBLE
LIGHT WIDTH
6" MAX.
D, SHEET 7
i (yi I I
C
SHEET 7
96"
BUCK
HEIGHT
"
VISIBLE
/ LIGHT
HEIGHT
48" BUCK WIDTH
45-1/4" VISIBLE
LIGHT IN
_F, SHEET 8 2" MAX.
H. SHEET 9
4� �—
E, SHEET 8
G, SHEET 9
5" MAX. /
D.C. I /
k
E, SHEET 8
G,SHEET9
93-1/4"
VISIBLE
LIGHT
HEIGHT
96"
BUCK
HEIGHT
6„ I L.F, SHEET 8
[I D �I f 12" MAX. O.C. 2 MAX H, SHEET 9
MAX. SHEET
5" MAX. O.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) (TESTED UNIT)
FIGURE 1:
12" O.C.
MAX. i
12" O.C.
MAX.
14
6"
MAX.
T
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 -i
1
Ty pe
Description
Sheet
1
7/16" Lam! (3/16" An -.090" PVB - 3/16" HS)
2
2
7/16" Laml (3/16" HS -.090' PVB - 3/16" HS)
2
3
1-1/16" Lami. IG (3/16" T-7/16" Air - 3/16' An -.090" PVB -31_16_' HS)
3
4
1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" HS -.090" PVB - 3/16" HS)
3
5
7/16" Lami 3/16" An -.090" SG - 3/16" An)
4
6
7/16" Lami (3/16" HS - .090" SG - 3/16" HS)
4
7
11-1/16" Lam!. IG(3/16"T-7/16'Air -3/16"An-.090"SG-3/16"An)
5
8
1-1/16" Lami IG (3/16" T - 7/16" Air - 3/16" HS -.090" SG - 3/16" HS)
5
"SG" = "KURARAY SENTRYGLAS-INTERLAYER" BY KURARAY AMERICA, INC.
"PVB" = "KURARAY BUTACITE0 PVB INTERLAYER" BY KURARAY AMERICA, INC.
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P.E.# 58705
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7/16" LAMINATED
GLASS STACK
3/16" ANNEALED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
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.
gra Asea
LAMINATED
GLASS STACK
Window Design Pressure (+/_, psf)forGlass Type 1
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%
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GLASS STACK
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Long Side (in)
3/16" HEAT
0
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72
76
80
84
88
92
96
100
104
109-1/2
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+1-80
+l-80
+1-80
+IAO
+1-80
+I-80
+/-80
+1-80
+1-80
+/-80
❑
32
+1-80
+1-80
+/-80
+1-80
+IAO
+/-80
+1-80
+/-80
+lAO
+/AO
+1-80
`. USED AT CURVED
34
+1$0
+1-80
+/-80
+1-80
+IAO
+1A0
+1-80
+1-80
+IAO
+/-79.8
+1-79.4
4
36
+fAO
+1-80
+fAO
+1-80
+1A0
+1-80
+/-79.7
+/-7Z2
+1-75.1
+/-73.4
+/_72.2
38
+IAO
+1A0
+/-80
+1-80
+/-80
+1-78.1
+1-75.2
+/-725
+1-70.3
+/-68.5
+1-66.3
40
+1-80
+1A0
+1-80
+1-79.8
+/-77.2
+1-74.3
+1-71.3
+1-67.9
+185.1
+1-63A
+181.6
42
+I-80
+lAO
+I-80
+1-77.4
+/-74.3
+1-71.3
+1-68.2
+1-64.7
+/81.6
+159.8
+t-582
❑
44
+1-80
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1 +/-78.9
+1-75.4
+/-72.1
+1-68.9
+1-65.6
+1-622
+159.7
+/-57.5
LL
❑
46
+1A0
+/-80
+1-722
+/-73.6
+/-70.1
+/-66.8
+1-635
+t-60.3
+/57.7
0
48
+1A0
+/-79.3
+1-75.6
+/-71.9
+/88.3
+1-64.9
+1-61.5
+t-582
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50
+/-80
+1-77.5
+1-74.1
+1-70.3
+/86.7
+1-63.1
+/-59.7
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+1-75.6
+1-72.4
+1-68.8
+1-65.9
+1A1.5
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+1-77.4
+/-73.8
+1-70.5
+187.3
+183.5
56
+1-758
+1-72
+1-68.6
+1-65.3
58
+1-74.2
+1-70.3
+/.66.8
60
+1-727
+/-68.7
+185
62
+1-71.2
+/.67.1
64
+t89.7
+/-746667-718
66 T-;-/-68
3
67-7f8
+187
7/16" LAMINATED
GLASS STACK
3/16" ANNEALED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
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.
gra Asea
EXTERIOR
a
GLASS TYPE 1
PVBINTERLAYER
3/16" HEAT STRENGTHENED GLASS
5/8" �- LONG SIDE
GLASS BITE
SHORT
3V SIDE
LONG SIDE -►
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1/16" NOM.
LAMINATED
GLASS STACK
Window Design Pressure (+/-, psf)for Glass Type 3
'naa
%
04
in
?>
GLASS STACK
d
❑
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Long Side (in)
3/16" HEAT
0
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72
76
80
84
88
92
96
100
104
109-112
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+1-80
+/-80
+/-80
+1-80
+1A0
+1-80
+1-80
+1-80
+/A0
+1-80
+/-80
❑
32
+1.80
+1-80
+t-80
+IAO
+1A0
+IAO
+1-80
+fAO
+/-80
+/-80
+IAO
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34
+1-80
+1-80
+/-80
+/-80
+/A0
+IAO
+/-80
+IAO
+1-80
+IAO
+1-80
4
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+1-80
+1-80
+1-80
+1-80
+/AO
+IAO
+1-80
+1A0
+1-80
+IAO
+1-80
38
+1-80
+tAO
+1-80
+1-80
+1A0
+IAO
+1-80
+1-80
+1-79.4
+/-76.4
+I-74.3
40
+1-80
+/AO
+/-80
+/-80
+IAO
+1-80
+I-80
+1-76.7
+/-73.5
+t-70.9
+1-69
42
+1A0
+1-80
+1-80
+/-80
+tAO
+IAO
+1-77
+/-73.1
+189.6
+1-66.9
+I-65.2
❑
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+/-80
+/-80
+1-80
+1A0
+1-778
+1-74.1
+/-70.3
+/8Z5
+1-63.9
LL
❑
46
+1-80
+1-80
+/-80
+IAO
+1-79.2
+1-75.4
+1-71.7
+1-68.1
+185.1
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+1-80
+1AO
+1-80
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+1-733
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r
52
+1-80
+1-80
+/-80
+1-77.7
+1-73.5
+1-69.5
N
54
+IAO
+/-80
+l-79.6
+1-76
+/-71.8
56
+1A0
+/AO
+1-77.5
+1-73.8
58
+1-80
+l-79.4
+/.75.4
60L+1-78.8
+1JT6
+f-73.5
62+/-75.8
64
+/-746667-718
EXTERIOR
a
GLASS TYPE 1
PVBINTERLAYER
3/16" HEAT STRENGTHENED GLASS
5/8" �- LONG SIDE
GLASS BITE
SHORT
3V SIDE
LONG SIDE -►
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1/16" NOM.
LAMINATED
GLASS STACK
m
'naa
%
04
in
?>
GLASS STACK
d
❑
OC/)
1--4-0G
3/16" HEAT
0
O
(D (N
STRENGTHENED GLASS
3/16" TEMPERED GLASS
W
0 d
J C7
7
co
U)O
WN
Te
uM°�G
O J
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to LL
3/16" ANNEALED GLASS
7/16" AIR SPACE
r
❑
W
.090" PVB
11
o
❑
�Z
WY
INTERLAYER
5
5
(9
GMG
o >
`. USED AT CURVED
Q 0
Z
rn
O
FRAME MEMBERS ONLY
Q
-I
J
LL
0
N
4
@ 11-7/8" O.C. MAX.
J
Q
Q
GLASS BITE
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.
EXTERIOR
a
GLASS TYPE 3
SHORT _
SIDE
SIDE
-� SHORT _
SIDE
W
a>
c
Y
m
'naa
%
04
in
?>
d
❑
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1--4-0G
0
O
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W
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J C7
7
co
U)O
WN
Te
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O J
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to LL
o
CO
Z
J
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WY
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0
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GMG
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N
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Q
Q
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aq�l
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sauag
A. LYNN MILLER, P.E.
P.E.# 58705
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
3/16" HEAT STRENGTHENED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
1-1/16" NOM. TABLE DIMENSIONS MAYBE
GLASS STACK 7/16" LAMINATED. ORIENTED VERTICALLY OR
GLASS STACK HORIZONTALLY AS SHOWN.
3/16" HEAT STRENGTHENED GLASS LONG
.090" PVB INTERLAYER 3/16" TEMPERED GLASS SIDE
3/16" HEAT 3/16" HEAT STRENGTHENED GLASS f— LONG SIDE
STRENGTHENED GLASS 7/16" AIR SPACE.
090" PVB INTERLAYER /
11 SHORT
5 SIDE SHORT
USED AT CURVED 5/8" SIDE
5/8" FRAME MEMBERS ONLY 29
GLASS BITE @ 11-7/8" O.C. MAX. GLASS BITE
EXTERIOR OR EXTERIOR LONG SIDE —►-
20 13 a 7s-�a 21 13
GLASS TYPE 2 GLASS TYPE 4 SHORT LONG
SIDE �� SIDE
SHORT
SIDE
r)
Y
m
nay
%
Window Design Pressure (+/-, psQ for Glass Types 2& 4
N
7
OW
o
alo4
0 N
Long Side (in)
�'
W
O M
JO
7
LU
Z
67-7/8 1
72
76
80
84
88
92
96
100
104 109-1/2
112
116
120
124
128
132 136 140 144
30
+J-80
+t-80
+680
+/-80
+1-80
+/-80
+1-80
+1-80
+t-80
+1-80 +t-80
+1-80
+1-80
+/-80
+/-80
+1-80
+/-80 +1-80 +1-80 +/-80
N
32
+1.80
+IAO
+/-80
+/-80
+/AO
+1-80
+/AO
+/-80
+/-80
+1-80 +1-80
+1-80
+/-80
+J-80
+t.80
+1-80
+/-80 +/-80 +J-80
Q
34
+IAO
+IAO
+/-80
+/-80
+1-80
+/-80
+1-80
+/-80
+/-80
+1-80 +IAO
+1-80
+/-80
+1-80
+/-80
+/-80
+/-80
36
+1-80
+1-80
+/-80
+1-80
+1-80
+/-80
+1-80
+1-80
+/-80
+1-80 +/AO
+/-80
+1-80
+/-80
+1-80
+1-80
O
38
+1-80
+1-80
+/-80
+1-80
+1-80
+/-80
+1-80
+1-80
+IAO
+1-80 +/-80
+/-80
+/-80
+1-80
as
40
+J-80
+J-80
+1-80
+1-80
+/-80
+/-80
+J-80
+1-80
+/-80
+1$0 +1-80
+IAO
42
+/AO
+1-80
+t-80
+1-80
+t-80
+1-80
+1-80
+J-80
+J-80
+/-80 +J-80
44
+J-80
+J-80
+1-80
+IAO
+/-80 1
+J-80
+IAO
1 +1-80
+J-80
1 +IAO
46
+1-80
+I-80
+1-80
+/-80
+1-80
1 +1-80
+t-80
+1-80
+1-80
48
+/-80
+J-80
+1.80
+I-80
+1-80
+1-80
+1-80
+/-80
50
+1-80
+/-80
+/-80
+1-80
+/-80
+1.80
+/-80
�
52
+JAO
+JAO
+PAO
+PAO
+t-80
+1-79.1
54
+/.80
+/-80
+1-80
+1-80
+/-78.6
56
+1-80
+IAO
+1-80
+1-79.1
58
+1-80
+1A0
+fAO
60
+IAO
+1-80
+1-79.3
62
+1A0
+1A0
64
+IAO
+JAO
66
+/A0
67-718
+/AO
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
3/16" HEAT STRENGTHENED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
1-1/16" NOM. TABLE DIMENSIONS MAYBE
GLASS STACK 7/16" LAMINATED. ORIENTED VERTICALLY OR
GLASS STACK HORIZONTALLY AS SHOWN.
3/16" HEAT STRENGTHENED GLASS LONG
.090" PVB INTERLAYER 3/16" TEMPERED GLASS SIDE
3/16" HEAT 3/16" HEAT STRENGTHENED GLASS f— LONG SIDE
STRENGTHENED GLASS 7/16" AIR SPACE.
090" PVB INTERLAYER /
11 SHORT
5 SIDE SHORT
USED AT CURVED 5/8" SIDE
5/8" FRAME MEMBERS ONLY 29
GLASS BITE @ 11-7/8" O.C. MAX. GLASS BITE
EXTERIOR OR EXTERIOR LONG SIDE —►-
20 13 a 7s-�a 21 13
GLASS TYPE 2 GLASS TYPE 4 SHORT LONG
SIDE �� SIDE
SHORT
SIDE
A. LYNN MILLER, P.E.
P.E.# 58705
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%
N
7
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0 N
1�
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W
O M
JO
7
LU
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N
1�
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U-0
J
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A. LYNN MILLER, P.E.
P.E.# 58705
TGRI R S
7/16" LAMINATED �I
GLASS STACK
3/16" ANNEALED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
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.
TABLE 6:
M
Y
Window Design Pressure (+/-, psf) for Glass Type 5
U-1
>
N
C0
nay
of
>
Long Side (in)
�
0
04
-740-0
67-7/8
72
76
80
84
88
92
96
100
104
109-112
'1g
U-0
30
+901-125.4
+901-120
+901-115.5
+901-111.5
+901-108.5
+901-106
+90/-104.5
+901-103.5
+901-1025
+901-100.7
+901-97.9
0
32
+901-116.9
+901-110.8
+90/-105.3
+901-101.6
+90/-98.7
+901-95.7
+901-92.3
+901-90.6
+901-90.3
+/-89.9
+1-89
34
+901-108.9
+901-103
+901-98.8
+9(V-95.1
+90/-9t8
+1-882
+/-84.4
+1-81.5
+1-80.1
+/-79.8
+/-79.4
36
+901-102.6
+90'-97.1
+901-928
+/-88.9
+/-85.5
+/-82.6
+/-79.7
+/-77.2
+1-75-1
+1-73.4
+/-72.2
38
+901-98.4
+901-92.2
+1-86.7
+1-83.2
+/-807
+1-78.1
+t-752
+1-725
+1-70.3
+1-68.5
+/-66.3
cn
Z
40
+901-gC6
+/-88.2
+1-826
+/-79.8
+/-772
+1-74.3
+1-71.3
+/-67.9
+185.1
+1-63.4
+1-6t.6
42
+901-91.3
+t-84.7
+/-80.7
+1-77.4
+/-74.3
+/-71.3
+1-68.2
+1-64.7
+181.6
+1-59.8
+/-582
44
+1-88.3
+1.82.4
+1-789
+/-75-4
+/-72.1
+188.9
+1-65.6
+/-622
+/59.7
+1-57.5
.`,
46
+t-85.4
+/.80.8
+/-77.2
+/-73.6
+1-70.1
+1-66.8
+1-63.5
+1-60.3
+157.7
a_
48
+/-827
+/-79.3
+/-75.6
+/-71.9
+1-68.3
+1-64.9
+1-615
+15$2
U)
r
50
+/-80.9
+1-77.5
+1-74.1
+1-70.3
+1-66.7
+1-63.1
+1-59.7
g
52
+1-791
+/-75.6
+1-724
+/-68.8
+/-65.1
+I-61.5
N
54
+/-77 4
+1-73.8
+t-70.5
+I-67.3
+/-63.5
56
+/-75.8
+1-72
+1-68.6
+1-65.3
58
+1-74.2
+/-70.3
+/-66.8
60
+1-727
+f88.7
+1-65
62
+1-71.2
+187.1
64
+f-69.7
+1-65.5
66
+/-683
67-718
+/87
7/16" LAMINATED �I
GLASS STACK
3/16" ANNEALED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
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.
TABLE 6:
EXTERIOR
a
.090" SG INTERLAYER
3/16" ANNEALED GLASS
..
5/8"
GLASS BITE
GLASS TYPE 5
T �~ LONG SIDE
f
SHORT
SIDE
J-
�- LONG SIDE -►)
SHORT
SIDE
I_
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1116" NOM.
GLASS STACK 7116" LAMINATED
GLASS STACK
iT� ,
3116" TEMPERED GLASS
7/16" AIR SPACE
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
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.
EXTERIOR
a
GLASS TYPE 7
ANNEALED GLASS
"ANNEALED GLASS
SG INTERLAYER
5/8"
GLASS BITE
SHORT
SIDE -
ONG
DE
_ SHORT
SIDE
PRODUCT REVISED
as Ce Piying'with the Randa
B uiWhing Code ��.�+
6�iiX`,opmaw No �.
By _ L
7v(eJm
U
M
Y
Window Design Pressure (+/-, psf) for Glass Type 7
U-1
>
N
C0
nay
of
>
Lang Side (in)
�
0
04
-740-0
67-718
72
76
80
84
88
92
96
100
104
109-1/2
'1g
U-0
30
+901-130
+901-130
+90/-130
+901-126
+901-122.6
+90t-119.8
+901-118.1
+901-117
+901-115.8
+901-112.7
+90-109.9
0
32
+901-130
+90'-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
34
+90/-123.1
+901-1164
+901-111.7
+90-107.5
+901-103.8
+901-99.7
+901-95.3
+901-92.1
+90/-90.5
+1-90
+/-89.6
36
+901-116
+90-109.8
+901-104.8
+901-100.5
+901-96.6
+901-93.3
+1-90
+/-87.3
+/.849
+/-82.3
+1-812
38
+901-111.2
+901-104.2
+90/-97.9
+901-94
+901-91.1
+1-882
+1-849
+/-8t9
+/-79.4
+/-76.4
+/-74.3
cn
Z
40
+901-106.9
+90'-99.6
+901-93.4
+90'-90.1
+1-87.2
+1-84
+/-80.5
+1-76.7
+1-73.5
+1-70.9
+/-69
42
+901-103.2
+90'-95.7
+901-91.2
+i-87.4
+1.84
+1-80.6
+/-77
+1-73.1
+189.6
+1-66.9
+/-652
44
+90/-99.7
1 +90'-93.1
+1-89.1
1 +f-85.2
+1-81.4
+t-77.8
+1-74.1
+/-70.3
+/87.5
+/-63.9
.`,
46
+901-96.5
+90-91.3
+/-872
+/-832
+1-792
+1-75.4
+1-717
+/-68.1
+155.1
a_
48
+901-93.5
+1-89.6
+/-85.4
+/-81.2
+1-77.2
+/-73.3
+/-69.5
+1-65.8
N
50
+90/-91A
+1-87.6
+1-83.7
+1-79.4
+/-75.3
+1-71.3
+1825
,2
52
+1-89.4
+/-85.5
+1-81.8
+t-777
+/-73.5
+/-69.5
N
54
+/-87.5
+1-83.4
+/-79.6
+/-76
+/-71.8
56
+1-85.6
+/-81.4
+1-77.5
+/-73.8
58
+/-83.8
+I-79.4
+1-75.4
+1-77.6
+1-73.5
+l-75.8
r67"-718,/-'7?4
+1-74
EXTERIOR
a
.090" SG INTERLAYER
3/16" ANNEALED GLASS
..
5/8"
GLASS BITE
GLASS TYPE 5
T �~ LONG SIDE
f
SHORT
SIDE
J-
�- LONG SIDE -►)
SHORT
SIDE
I_
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1116" NOM.
GLASS STACK 7116" LAMINATED
GLASS STACK
iT� ,
3116" TEMPERED GLASS
7/16" AIR SPACE
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
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.
EXTERIOR
a
GLASS TYPE 7
ANNEALED GLASS
"ANNEALED GLASS
SG INTERLAYER
5/8"
GLASS BITE
SHORT
SIDE -
ONG
DE
_ SHORT
SIDE
PRODUCT REVISED
as Ce Piying'with the Randa
B uiWhing Code ��.�+
6�iiX`,opmaw No �.
By _ L
7v(eJm
U
A. LYNN MILLER, P.E.
P.E.# 58705
M
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A. LYNN MILLER, P.E.
P.E.# 58705
NOTES:
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.
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 DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
1-1/16" NOM. HORIZONTALLY AS SHOWN.
7/16" LAMINATED GLASS STACK 7/16" LAMINATED LONG
GLASS STACK _1 GLASS STACK SIDE
.090" SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS LONG SIDE �/
3/16" HEAT 3/16" HEAT STRENGTHENED GLASS
3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT
SIDE
4 11 SHORT
5 SIDE
USED AT CURVED USED AT CURVED
FRAME MEMBERS ONLY 2g 5/8" FRAME MEMBERS ONLY 29 5/8"
@ 11-7/8" O.C. MAX. GLASS BITE
@ 11-7/8" O.C. MAX. GLASS BITE
1-3 1-3 � � LONG SIDE —�
EXTERIOR EXTERIOR
20 13 75-7a 21 13 SHORT
LONG
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GLASS TYPE 6 GLASS TYPE 8
SHORT
SIDE
PRODUC"I'REVISED
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DISTANCE
INSTALLATION
TYPE A
WINDOW EXTERIOR
B CK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
EMBEDMENT
INSTALLATION
TYPE B
EDGE
DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE INSTALLATION INSTALLATION EMBEDMENT
ZLNOTE 2, THIS SHEET TYPE C TYPE B
EMBEDMENT 1X WOOD BUCKSTRIP,
1/4" MAX SEE NOTE 2, THIS SHEET
EMBEDMENT SHIM °
TY EDGE
DISTANCE
TYPE, R SUBSTNT RATE,
EDGE
a EDGE DISTANCE PER SUBSTRATE, DISTANCE
EDGE 6 SEE TABLE 8, THIS SHEET
DISTANCE p -
�1/4" MAX
1 SHIM 1
TYP. ANCHORTYPE,
EMBEDMENT AND EDGE °
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
USED AT CURVED 11
FRAME MEMBERS ONLY EXTERIOR
@ 11-7/8" O.C. MAX. CONCRETE/CMU e 4 11 °
PER ANCHOR VISIBLE LIGHT WIDTH = 5 a
REQUIREMENT WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH CONCRETE/CMU
TIP -TO -TIP WINDOW WIDTH PER ANCHOR
REQUIREMENT
1/4" MAX. SHIM -//� HORIZONTAL SECTION A -A
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#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 8,
THIS SHEET
VERTICAL SECTION B -B
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATH THE
BEADING
IMEXTERIOR
MIAMI-DADE APPROVED MULLION -
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 8,THIS SHEET
__�1/4" MAX SHIM
} 1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
ANCHOR
REQUIREMENT
TY�CHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
TART F R'
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #14 410 SS Screw
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
Aluminum, 6063-T5 min. 3/8" 0.063" `
12"
A36 Steel 3/8" 0.063" `
12"
Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) "
12"
#12 or #14 Steel Screw (G5)
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
Aluminum, 6063-T5 min. 3/8" 0.063" `
12"
A36 Steel 3/8" 0.063" `
12"
Steel Stud, Gr. 33 min. 3/8" 0.045" It Ga) `
12"
1/4" 410 SS CreteFlex
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
(min. 3.35 ksi) V1-3/4"
1/4" Steel Ultracon
Concrete (min. 2.85 ksi)
1"1-3/4"
O)
(f) LL
O
(D
Concrete (min. 2.85 ksi) 2-1/2" 1-3/8"
d12"Concrete
Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4"
= LLI rW
Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4"
5/16" Steel Ultracon
Concrete (min. 3.5 ksi)
1-1/4"
1-3/4"
Grouted CMU, ASTM C-90) 2-1/2" 1-3/4"
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.
PRODUCT REVISED
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EDGE
DISTANCE
INSTALLATION
TYPE E
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EMBEDMENT
1/4" MAX
9SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
1/4" MAX. SHIM
INSTALLATION
#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 9,
THIS SHEET
INSTALLATION
TYPE H
CONCRETE/CMU
PERANCHOR
REQUIREMENT
EXTERIOR
rV
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
EMBEDMENT ANCHOR
REQUIREMENT
INSTALLATION EDGE^ ,
TYPE F TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D -D
INSTALLATION
TYPE F
1X WOODBUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
EXTERIOR
lu 11
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION C -C
TABLE 9:
EMBEDMENT
a e
EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor
TYPE G
Min. Edge
Distance
EMBEDMENT
Max O.C.
Spacing
y 1/4" MAX
SHIM
P.T. Southern Pine (SG=0.55)
9/16"
EDGE
- " 6
DISTANCE
12"
A36 Steel 3/8" 0.063" `
d
#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 9,
THIS SHEET
INSTALLATION
TYPE H
CONCRETE/CMU
PERANCHOR
REQUIREMENT
EXTERIOR
rV
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
EMBEDMENT ANCHOR
REQUIREMENT
INSTALLATION EDGE^ ,
TYPE F TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D -D
INSTALLATION
TYPE F
1X WOODBUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
EXTERIOR
lu 11
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION C -C
TABLE 9:
EMBEDMENT
a e
EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or#14 410 SS Screw
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
Aluminum, 6063-T5 min. 3/8" 0.063"'
12"
A36 Steel 3/8" 0.063" `
12"
Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga)'
12"
#12 or #14 Steel Screw (G5)
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
12"
Aluminum, 6063-T5 min. 3/8" 0,063" •
12"
A36 Steel 3/8" 0.063" '
12"
Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) `
12"
7/4" 410 SS CreteFlex
Ungrouted CMU, (ASTM C90)
2-1/2"
1-1/4"
12"
Concrete (min. 3.35 ksi) 1" 1-3/4"
12"
1/4" Steel Ultracon
Concrete (min. 2.85 ksi)
1"
1-3/4"
12"
Concrete (min. 2.85 ksi) 2-1/2" 1-3/8"
12"
Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4"
12"
Grouted CMU, (ASTM C-90) 2-1/2" 13/4"
12"
5/16" Steel Ultracon
Concrete (min. 3.5 ksi)
1-1/4"
1-3/4"
12"
Grouted CMU, (ASTM C90) 2-1/2" 13/4" 1
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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P.E.#58705'
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P.E.#58705'
TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING, SEE
DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET
SEE TABLE 10, THIS SHEET
EDGE EDGE
DISTANCE DISTANCE
INSTALLATION o
TYPE I F
1/4" MAX
EMBEDMENT
11
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY
@ 11-7/8" G.C. MAX.
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2 -3/4"
INSTALLATION
TYPE J
�_ EMBEDMENT
1/4" N
INSTALLATION
TYPE L
#10 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 10,
THIS SHEET
2X WOOD BUC
OR FRAMING,
NOTE 2, THIS SHEET
__�1/4" MAX SHIM
INSTALLATION
TYPE J
1/4" MAX
SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EDGE DISTANCE
t
V
OR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 103HIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F -F
INSTALLATION NOTES:
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
EXTERIOR
V
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4'. �����111
WINDOW BUCK WIDTH
HORIZONTAL SECTION E -E
TARI F 1n'
EMBEDMENT
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.
PRODUCT REVISED
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INSTALLATION TYPE M
FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAY BE NO
• MORE THAN 6" O.C.
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2-3/4"
2X WOOD BUCKSTRIP
EDGE OR FRAMING, SEE
DISTANCE NOTE 2, THIS SHEET
{�
EMBEDMENT
1/4" MAX
SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
EDGE
DISTANCE II II I II(r\1
I III/ I�I I
CONCRETE/CMU
PERANCHOR
REQUIREMENT
1/4" MAX. SHIM
INSTALLATION TYPE O
FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAYBE NO
• MORE THAN 6" O.C.
#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 10,
THIS SHEET
INSTALLATION TYPE M
'
FOR THIS INSTALLATION
- EMBEDMENT METHOD ONLY,
ANCHORS MAY BE NO
1/4 MAX • MORE THAN 6" O.C.
SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE N
1X WOOD BUCKSTRIP, SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11. THIS SHEET
VISIBLE LIGHT WIDTH=
WINDOW BUCK WIDTH -2-3/4"
WINDOW BUCK WIDTH
lHORIZONTAL SECTION G -G
y
J
Substrate
21 TYP. ANCHOR TYPE, `t�Cij EXTERIOR
6 EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
Min. Embedment
Max. O.C.
S cin
SEE TABLE 11, THIS SHEET
S�1/4"
9/16"
MAX SHIM MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
6"
Aluminum, 6063-T5 min. 3/8" 0.063" *
STEEL FRAMING OR STEEL STUD.
A36 Steel 3/8" 0.063" *
6"
SEE SUBSTRATE PROPERTIES,
INSTALLATION
TABLE 11,THIS SHEET
P.T. Southern Pine (SG=0.55)
9/16"
TYPE N
1X WOOD BUCKSTRIP,
� SEE NOTE 2, THIS SHEET
EMBEDMENT
EDGE
DISTANCE
VERTICAL SECTION H -H
INSTALLATION NOTES
TABLE 11:
EMBEDMENT
j EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EXTERIOR
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max. O.C.
S cin
#12 or #14 410 SS Screw
P.T. Southern Pine (SG=0.55)
9/16"
13/8"
6"
Aluminum, 6063-T5 min. 3/8" 0.063" *
6"
A36 Steel 3/8" 0.063" *
6"
Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga
6"
#12 or #14 Steel Screw (GS)
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
6"
Aluminum, 6063-T5 min. 3/8" 0.063" "
6"
A36 Steel 3/8" 0.063"*-
6"
Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga
6"
1/4" 410 SS CreteFlex
Ungrouted CMU, (ASTM C-90
2-1/2"
1-1/4"
12"
Concrete (min. 3.35 ksi) V 13/4" -
12"
1/4" Steel Ultracon
Concrete (min. 2.85 ksi)
V
13/4"
12"
Concrete (min. 2.85 ksi) 2-1/2" 1-3/6"
12"
Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4"
12"
Grouted CMU ASTM C-90 2-1/2" 1-3/4"
12"
5/16" Steel Ultracon
Concrete (min. 3.5 ksi)
1-1/4"
1-3/4"
12"
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.
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A. LYNN MILLER, P.E.
P.E.# 58705
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-T6
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
Y
Dow 899, GE 7700 Silicone or Equiv.
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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
#6 x 1-1/4" FH SMS
Stainless Steel
30
781PQX
#8 x 1" Quad PH SMS
Stainless Steel
SILICONE
STRUCTURAL
WITH DESICCANT
EXT.
75 KODISPACE
4SG TPS
GLASS
STRUCTURAL
SILICONE
FOAM
WITH
DESICCANT
EXT.
2.784"
.094" yl �-
.074" .062"
1.875"
438"
1.000" T
500" T-+��-►- .050"'0.0091
OFLANGE FRAME
#4253C, 6063-T5
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
Part #
Description
Material
75
Kommeriing 4SG TPS Spacer System
76
Quanex Super Spacer nXi with Hot Melt Butyl
See this
Sheet for
77
Quanex Duraseal Spacer
Materials
78
Cardinal & Edge Spacer
SPACERS
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BUTYL &
DESICCANT
FOAM
EXT. GLASS—\
2.784"
.094"
.074" .062"
1.375"
500" .438"
.050"*0.006•
OEQUAL -LEG FRAME
#4285, 6063-T5
.346"
.875"
�yllllll� .050"
I.G. GLASS
OBEADING
#4254, 6063-T5
ALUMINUM
5/16" NOM:
INT. GLASS
DURASEAL®
n SPACFR
ENT POLYISO-
BUTYLENE
SEAL
ROLL -FORMED
STAINLESS STEEL
EXT.
2.784"
.094"
.074" .062"
1.375"
V V
500"
1.125"
.077"
3 FIN FRAME
#4256, 6063-T5
1 1.037"
.050+
INSTALLATION
6a FASTENER COVER
#4270, 6063-T5
DESICCANT FILL AREA
XL EDGETM
7a SPACER
5/16" NOM.
-ICONE SEAL
GLASS
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SPACERS
& MOVED PARTS.
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A. LYNN MILLER, P.E.
P.E.# 58705