HomeMy WebLinkAboutNOA - Aluminun Fixed WindowMIAMI•DADE
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miamiaade.eovauildina
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-PW7720A" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision E dated 03/11/20, 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 No. 18-0430.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0401:10�
Expiry ation. Dat :' Yebruary l9;',2024
Approval Date: August 06, 2020
T7128/20 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
. 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.05)
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.
(Submitted under NOA No.16-0629.14)
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 203794
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 arV 07/31/03 respectively, ned and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manuel Perez, P.E.
Product Control Ex r
N& No. 20 0401.10
Expiration Date: February 4
Approval Date: August 06, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC ben
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430.05)
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. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61" Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0430. 05)
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No.18-0430.05)
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Produqt Control Unit Superviso
(Submitted under NOA No. 18-0430.05) � AI „: ) - A
Manuel Perez, P.E.
Product Control E i r
r NOA No. 20 0401.10
Expiration Date: February 4
Approval Date: August 06, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, RE
(Submitted under NOA No. 17-0614.11)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No. 17-0614.11)
6. Laboratory compliance letter for 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)
7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/12/17 and
expiring on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision E dated 03/11/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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 ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
Manuel Perez, P.E.
Product Control E er
N& No. 20 0401.10
Expiration Date: February 4
Approval Date: August 06, 2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
B. TESTS (CONTINUED)
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6tb
Edition (2017), prepared by manufacturer, dated 04/19/18 and revised and updated to
the FBC 7th Edition (2020) on 03/19/20, signed and sealed by Anthony Lynn Miller,
P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® XtraTm (SGXT') Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017) and the
FBC 7th Edition (2020), dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 10, 2018, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
Cl���71 I II_WR
1. Notice of Acceptance No. 18-0430.05, issued to PGT Industries, Inc. for their Series
"PW7720A" Aluminum Fixed Window —.L. .I., approved on 08/23/1 d expiring
on 02/19/24.
Manuel Perez, P.E.
Product Control Ex . r
NOA No. 20 0401.10
Expiration Date: February , 2
Approval Date: August 0 , 2020
E-4
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 NY IN THE HVHZ,
THE OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DARE 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 I-12"THICKARETOBECONSIDERED _
1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS A
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X SHEE T6
ARE 1-12" THICK OR GREATER. 1XAND 2X BUCKS (WHEN USED) SHALL 1L
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). 12" MAX _
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL O.C.
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
SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE _
OF THESE INSTRUCTIONS. I _
6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE .11
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE
OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS,
MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED
ON THEM BY THE WINDOW. 6-12" MAX.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAU CYCLE TEST PRESSURE, FRAMEANALYSIS AND GLASS
PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
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 & 18-7763; ELCC
ULTRACON NON; DEWALT ULTRACON + NOA; DEWALT/ELCO
CRETEFLEX NOA; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION
AND ALUMINUM DESIGN MANUAL.
10) THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-09
• ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI S100-16
• AISC 360-16
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR B.
49" TIP -TO -TIP WIDTH
• 48" BUCK WIDTH
45-114" VISIBLE
LIGHT WIDTH��y1
—�G CHFFTF '
6-112" MAX.
96"
BUCK
HEIGHT
L
93-1/4"
VISIBLE 12" MAX.
LIGHT D.C.T
HEIGHT I 9T
TIP -TO
TIP
O.C.
—� B --►j � 8"
MAX
TYP. FLANGEDFRAME
'---ELEVATION
FIG:
J 12"MAX.
GUIDE TO SHEETS: 12" O.C.
MAX.
NOTES ........................ 1
ETAILS....................... 2-5-
RESSURES.................. 2-512" O.C.
E ON, FLANGE ........ MAX.
7
ON, EQUAL -LEG....... 7 l
ON, INT. FIN A ... _...... 8 'IJ�iCJ
ON, INT. FIN B...........9 /
SSEMBLY................... 10 6"
PROFILES................10
.................................. 10 MAX.
N
GENERAL
ELEVATION
GLAZING D
DESIGN P
INSTALLATI
INSTALLATI
INSTALLATI
INSTALLA71
CORNERA
EXTRUSIO
PARTS LIST.
TABLE 1:
Type #
Desciiplion
Sheet
1
7116" Lami (3/16"An-.090' PVB-311S" HS)
2
2
7/16" Lami (3/16" HS - .090" PVB - 3116" HS)
3
3
1-1/16"Laml.IG 3/16"T-7116"Air -3/16"An-.090"PVB-3116"HS)
2
4
1-1/16'Lemi. IG(3/16"T-7H6'Air-3116"HS-.090"PVB-3/1("HS)
3
5
7/16"Leml(3/16"An-.090'SG-3/16"An)
4
6
7/16" Lami 3N6" HS - .090" SG - 3/l6" HS
5
7
1-lllB'LaMi.IG(3116"T-7116"Air-3116'An-.090"SG-3116"An
4
8
1-1116"Lami.IG(3116"T-7/i6"Air-3116"HS-.090"SG-3116"HS)
5
48" BUCK WIDTH
45.114"VISIBLE y
LIGHT WIDTH
—D. SHEET77
DESIGN PRESSURE RATING IMPACT RATING
VARIES, LARGE & SMALL MISSILE
SEE SHEETS 25 IMPACT RESISTANCE
48" BUCK WIDTH
45-1/4- VISIBLE
6"MAX. �Tl- H SHEETS
i� 2" MAX.
I E�
96" G,
BUCK
HEIGHT
93-1/4"
VISIBLE
LIGHT
HEIGHT
5" MAX.
O.C.
p� I+-- 12" MAX. O.C. 2„ MAX
TYP. EQUAL -LEG FRAME
ELEVATION
"SG" = "KURARAY SENTRYGLAS® INTERLAYEW BY KURARAY AMERICA, INC.
"PVB"= "KURARAY TROSIFOO PVB INTERLAYER" BY KURARAY AMERICA, INC.
E.G
93-1/4"
VISIBLE
LIGHT
HEIGHT
96"
BUCK
HEIGHT
+F,H
5" MAX. O.C.
TYP. FIN FRAME
ELEVATION
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 •�•�
T T r —1 -� r -T
I=T1" ICI
1�_� I
111 � � L_ _!
i WIDTH WIDTH WIDTH •—I I-"- WIDTH �{
Tr-- ---I Tr— — 1 TL
I z
w w w w
1 i 1L— _JL J
�-�-WIDTH—�{ I-- WIDTH WIDTH +{ WIDTH
Tr--- ----� Ti - Ti - i T --=
=1 =1 I
1 1 i i
PRODUCT REVISED
as eompi ing with the Florida
Building Cede
By:
E) UPDATED TO FBC 2020.
REVISED ANCHOR TYPE
a TABLE.
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A LYNN MILLER. P.E.
TAR, C'1-
Window Design Pressure (+l-, psf) for Glass Type 1
Long Side.TIP to Tip
In
68-718.
73
77
81
85
89
93
97
101
105
110-112
31
+1_80
+/-60
+1-80
+1-80
+/-80
+/-60
+1-80
+-80
+/-W
+h80
+/-80
33
+/-80
+/-80
+/-80
+1.80
+/-80
+/-60
+/-80
+/-80
+1-80
+/-80
+/-80
35
+/-80
+/-80
+/-W
+/.8D
+/-80
+/-W
+1-80
+/-80
+/-m
+/79.8
+1-79.4
37
+/-80
+1-80
+f-80
+/-80
+/-80
+1-80
+1-79.7
+/-77.2
+/-75.1
+/-73.4
+/-722
39
+/-60
+1-80
+1_80
+/-80
+/-&1
+1-78.1
+1-75.2
+1-725
+r 70.3
+/-68.5
+/-6&3
41
+/-W
+/-80
+I 6m
+/-79.5
+/-77.2
+1-74.3
+/ 71.3
+/-67:9
NE5.1
+/-63.4
+J 61.6
43
+1-80
+1-80
+/-80
+/-77.4
+/-74.3
+/71.3
+1-68.2
+/-64.7
+1.61.6
+/-59.8
+r5&2
R.
F
45
+/-80
+/-60
+/-78.9
+/-75.4
+1-721
+/-6&9
+155.6
+1-622
+159.7
+1-57.5
2
47
+/-80
+/-8D
+/-77.2
+/-73.6
+1-70.1
d56.8
+A63.5
+150.3
+157.7
F
49
+.LW
+/-79.3
+/ 75.6
+/ 71.9
+/58.3
+/-64.9
+1-61.5
+1-58.2
$
51
+1-80
+/-77.5
+1-74A
+670.3
+/.6&7
+/-63.1
+159.7
w
53
+/ 79.1
+/-75.6
+/-724
+IS&8
+1-65.1
+/-61.5
+1-77.4
+/-73.8
+1-70.5
+/-67.3
+1-63.5
g55
,A
57
+/-75.8
+/-72
+15&6
+/$5.3
59
+/-74.2
+/-70.3
+/-66.8
81
+r-72.7
+J58.7
1 +/-65
63
+1-71,2
+157.1
65
+/-69.7
4-65.5
87
+/.68.3
68.7/8
1 +/-67
1) TIP -TO -TIP DIMENSIONS SHOWN. FUR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBIRAC I l" FRUM THE I IP-I(J-I IP UIMtNuIUN IN
THE TABLE TO DETERMINE THE WINDOW SIZE
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL.DIMENSIONS
COMPLETELY FIT WITHIN.
TARI F Z-
Window Design Pressure (+/", psf) for Gass Type 3
Long
Side,T to TiD(m)
68-7/8
73
77
81
85
89
93
97
101
105
110.1/2
31
+/-80
+/50
+1-80
+1-80
+/-80
+1-80
+/-60
+/-80
+/50
+/-W
+/50
33
+1_80
+r50
+/-80
+/-80
+1-80
+1-80
+/-BD
+/-8D
+/-SD
+/-80
+/-80
35
+/50
+1-80
+/-W
+/-80
+1-80
+1-80
+/-80
+/-80
+/-80
+/-80
+/-80
37
+1-80
M-80
+/-80
+/-80
+/-80
+/-W
+/-80
+/-80
+1.80
+/-80
+/-00
39
+/50
+/-80
+1-80
+1-80
+/50
+/SD
+/-W
+/40
+/-79.4
+/-76A
+/-74.3
41
+/-80
+/-SO
+/-80
+/-8D
+/50
+/-W
+/-811
+/-76.7
+/-73.5
+/-70.9
+/-69
'S
43
+1-80
+/-80
N50
+/-00
+/50
+/-80
+/-77
+/-73.1
+/59.8
+/-66.9
+/-65.2
45
+/-80
1 +/-80
+/-80
+/-W
+1-80
+/-77.0
+/-74.1
+1-70.3
+/57.5
+/-63.9
2
47
+1-80
1 +/-80
0-80
+/-80
+/-792
+1-75.4
+/-71.7
+1-68.1
+/-65.1
49
N-80
+/-80
+1-00
+/-8D
+/-77.2
+1-73.3
+/59.5
+)-65.8
51
+/50
+/-80
+/-80
+/-79.4
+/-75.3
+1-71.3
M-67.5
rn
53
+/-60
+J-80
+"0
+)-77.7
+/-73,5
+1-69.5
55
+1-80
+/-80
+/-79.6
+1-76
+/-71.8
m
57
+/-00
+1-80
41-775
+/-73.8
59
+1.80
+1-79A
+/-75A
+/-77.8
V-735+/-75.8
I
M+17
+1-74
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE-HP-IU-I IP UIMENSIUN IN
THE TABLE TO DETERMINE THE WINDOW SIZE
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
3116" ANNEALED
EXTERIOR
a
GLASS TYPE 1
PVBINTERLAYER
WHEAT STRENGTHENED GLASS
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818"
GLASS BITE
T �- LONG SIDE
4
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SIDE
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TABLE DIMENSIONS MAY HE
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HORIZONTALLY AS SHOWN.
1-1/16" NOM.�
GLASS STACK 7/1WLAMINATED
GLASS STACK
3116" HEAT
3116" TEMPERED GLASS STRENGTHENED GLASS
311 W ANNEALED GLASS
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PRODUCT REVISED
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1070 TECHNOLOGY DRIVEcl
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(941)480-1600 n o -,,-a C
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PW7720A NTS N 3 OF 10 oz° MD-7720A.1 E 3 A o d
TABLE 5:
Window Design Pressure (+/-, Olin for Glass Type 5
L�wgSkit
tip to Tip
0n
68.7/8E+90-127.5
77
78-314
81
a5
89
93
97
101
105
109
110-1/2
37
+901-130
7.5
+9W-123.5
+9W-121.7
+9d-119.8
+801-116.5
+9N-113.5
+W-111
+9N-108.6
+W-10&3
+�=-104.6
+901-104.5
+W-104.6
39
+80%-126.120
+9W-114.5
+9W-1129
+9W-111
+W-107.5
+W-104.5
+901.101.7
+901-9&5
+9W-97.7
+9W-%1
+901-94.8
+901-94.1
41
+9W-120.13.5
+901-107.3
+9W-105.2
+901-103
+eW-100.5
+90f--97.8
+9W-94.9
+801-92
+/-89.6
+/-88
+/-88.5
+I-W
43
+90F114A7.5
+901-1026
+101-100.7
+9W58.6
+9W-952
+W-922
+1-811
+/-85.8
+/-83
+/-81.4
+1.80.4
+1.811
45
+901-108.725
+9W-9&8
+8W-97.1
+9W-94.a
+8W-91
+/-87.3
-1-84.1
-1-81.7
+/-79.7
+1-77.8
+/-78.1
+1-75.6
47
+9W-104A.8
+9W.96.7
+901-93.9
+901-91.8
+/-87.5
0-83.6
+14I1
+l-7&9
+1.76.7
+1-74.7
+1-727
41-72
49
+9W-101.17
+9W-92B
+901-919
41-88.6
+/-84.3
+1.81.2
-17&5
+1-76.1
-1-73.9
N-71.7
+/+39.8
+/-68.9
51
+8W-9&1.1
+GV-90,1
+I-862
+1-8&7
+1-82
+1-79.1
+la&3
+/-Me
4471.2
+/.68A
+/-66.88
53
+9W-95.31.1
+1-87.4
+/-85.6
+/-83.3
+/-80
41-77
+1.74.1
+/-71.3
+1-W7
+1-W.3
-4-64
+/Si2
F 55
+9W-92.6
+/-88.2
+/-84.3
M-829
+/-81.4
+/-7&1
+/-74.9
+1-71.8
+/�69.'
+1-68.4
+/ i,e
+/�1.0
+F81.2
57
+1-89.8
H-85.3
M-81.8
+I-80.6
+/-79
+/-76.2
M-73
1 41E9.9
+/.Me
+1-64.1
+1-61.9
+1.60.1
$
w 59
+/-".1
+/-828
+1-79.7
+1-78.4
+1-78.8
+/-74
+1-71A
+I87.9
+1-64.8
+/-822
+/.80.3
ti 61
+/-84.6
+/-808
+1-77.6
+/-76.2
+1-74.8
+1-71.7
+1-69
+/669
+"28
+/-808
F 83
+/425
+/-78.9
+1-74.6
N-73.2
+/-71.4
+168.4
+/65.5
41-MI)+1.80.9
N 65
4i-80.7
♦I-77
+/-73A
+/-722
+1-70.4
+167.3
+/-64.4
H62
57
+/-79
+/-76.3
+/-71.7
+1-70.2
+/68.4
+/65.2
+1-624
ea-71B
+F-77.3
+143.6
41-70
+168.6
+/-66.8
+/63.3
+I61.1
73
+/-7&6
+1.702
+/68.5
+164.8
+1629
+160.5
77
1 +/--70
+/-66.5
+/-63.2
+161.9
79-314
N46.6
+1 a
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINUOVVS, 51.)HIRAUT 1- FROM IFIL TIP-10-11P UIMt-N51UN IN lilt
TABLE TO DETERMINE THE WINDOW SIZE.
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 TABLEABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN.
TABLE 6:
Window Design Pressure (+/., psf) for Glass Type 7
SIB b
68.7/8F+-93-121.5
77
7"4
81
65
69
93
97
101
105E+-/7-8.Z7
110-1/2
31
+9W-1300
+901-130
+9W-130
+9W-130
+BIN-130
+9W-130
+9W-130
+90/-130
+9W-130
+90h13030
+9W-13D
33
+9W-1300
+W1-130
+=-130
+90-130
+901-130
+9D/-130
+9W-130
+9W-130
+901-130
+901-13030
+9W-130
35
+9W-1300
+M-130
+9W-130
+9W-130
+9W-130
+9W-130
+901.13D
+801-130
+9W-130
+901-13030
+901-130
37
+BIN-1300
+9W-130
+901-130
+9W-130
+9W-130
+9W-12&3
+9W-1254
WY-1228
+901-120.1
+9W-118.18.1
4901-118.1
39
+BIN-13030
+9W-129.4
+W/-127.5
+9W-125.4
+9W-121.5
+9W-11&1
+9W-114.9
+9W-1125
+90/-110.4
+9W-108.6&9
+9W-108.3
41
+9W-13D
8.3
+901-1212
+9W-118.9
+90/-11&4
+W-113.6
+9W-110.5
+9W-107.2
+9W-103e
+9W-101.3
+9W-99.4.7
+9W-97A
43
+901-129.31.5
+90/-115.8
+eW-113.8
+901-111.4
+gW-107.5
+W-1042
+ W-1006
+9W-97
+90%93s
+W/-92
D.9
+9W-905
45
+9014229&B
+9W-111.6
+SW-109.7
+901-107.3
+BW-1028
+9W69.7
+9W-95
+9W-923
MW-90.1
+147.9
5.8
+8W65.4
47
+9W.118
27
+9W.10&1
+9W-10&1
+9W-103.5
+9 ...
+9W�94.4
+901-91.5
+/-8&1
+/48.7
+8W-84.421
+BW41.3
.. 49
+eW-114.2
+9W-109.6
+8W-104.8
+9W-1027
+901-100
+BW-95.3
+9W-91.8
+/4&7
+/48
+8W43.5
+8W4]
.7
+1-77.8
.B 51
+901-110.9
+9W-105.3
+9W-101.8
+9W-9&6
+901-98.9
+9W-927
+/-89.3
414&2
+801-83.2
+80140.6
+1-77.9
+F7&4
0-74.5
Uj 53
+9W-107.7
+901-102-9
+9W-98.7
+BD/-96.7
+9D/-94.1
+9W-9&4
+/47
+8W43.7
+80%80.6
+1.77.7
H-74.9
+/-72.3
+1-71.4
5S
+9W-104.5
+901-99.6
+9W-95.3
+9W-93.7
+9W41.9
+14&3
+8W44.6
+SW-81.3
+1-7&1
+1-7&1
+/-72.2
+149.8
-69.1
m 57
+801-101.5
+90F98.4
+9W-925
+9WS1
M69.3
+8W-88.1
+8W424
+/-78.9
+/-718
+/-725
+/49.9
+167.9
59
+90148.5
+M-93.5
0-90
+/48.5
+BW46.8
+8W-83.6
+8W40.3
41-78.7
+1-73.3
+/-70.3
+/48.2
61
+8W45.6
+9W-91.3
+/-87.7
+801482
+8W-84.3
+80141
+/-77.8
+1-74.5
+/-71
+/68.7
63
+9W422
+1-88.1
+8W-84.3
+BW427
+8W40.7
M-77.3
+1-74
+/-71
+/-6110
65
+801-91.2
+1-87
+BW432
+BW41.6
M-79.6
+1-78.1
+/-7L8
+/-70
67
+/-89.3
+801-BSI
+BDI-81
+/-79.4
M-77.3
+1-73.7
M-70.5
68.7/6
+/673
+801-83.2
1 +1-79.1
-1.77.4
+/-75.2
+1-71.6
+149
73
+8W43.2
+/-79.4
+/-75.1
+1-73.2
+1-71
4468.4
77
+/-79.1
+/-75.1
+1-71.4
+169.9
784I4
+/.774
+1-732
H49.9
N-68.8
1) iv-Iu-I IF' u1Mtn31urv5 Anuvvn. run m lcizW nn mu cwuN LCu wmuuw ,auollwl"I r rRVm-nr-lu-ur uimrJ um Iry Inc
TABLE TO DETERMINE THE WINDOW SIZE.
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
4G-S
NTERLAYER
NNEALED GLASS
31
"BITE f •+- LONG SIDE
ESHORT
4�3 SIDE
GLASS TYPE 5 t
�-- LONG SIDE -�
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1116' NOM.
GLASS STACK
7/16" LAMINATED
GLASS STACK f�
3/16'TEMPERED GLASS
3/16"ANNEALED GLASS
3116" ANNPJLLED GLASS
7/16"AIRSPACE
.090-SG INTERLAYER y„I SHORT
it
5
518"
GLASS SITE
LONG
1-2
SIDE
EXTERIOR
a s
21 13
GLASS TYPE 7
SHORT
SIDE
PRODUCT REVISED
as complying with the Florida
Building Code
By:
E) NO CHANGES THIS SHEii
ET.
JR-03111120
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A LYNN MILLER, PZ
RE# 58705
Window Design Pressure (+1-; psf) for Glass Types 6 & 8
Long Side. Tip to Tip (in)
68-7/8
73
77
78.3/4
81
85
S9
93
97
101
105
109
1 110-1/2
113
117
121
125
129
137
145
31
+901-130
+901-130
+90/-130
+90/-130
+901-130
+901-130
+90/430
+90/-130
+90/-130
+901-130
+901-130
+901-130
+90/-130
+9p1-130
+90/-130
+901-130
+901-130
+906130
+901-130
+901-130
33
+901-130
+901-130
+90/-130
+901-130
+90/.130
+901-130
+901-130
+901-130
+90/-130
+901-130
+901-130
+90/.130
+201-130
+901-130
+901-130
+901-130
+901-130
+90/.130
+90/-130
+90/-130
35
+901-130
+901-130
+901-130
+90/-130
+901-130
+901-130
+90/-130
+901-130
+90%130
+9W-130
+9D/-130
+901-130
+901-130
+901-130
+90/-130
+901-130
+901-130
+901-130
+801-110
+80/-110
37
+S01-130
+901-130
+90/-130
+901-130
+901-130
+90/-130
+90/-130
+90/-130
+901-130
+901-130
+901-130
+901-130
+90/-130
+901-130
+90%130
+901-130
+901-130
+901-130
+8D1-110
+80%110
39
+90/-130
+90/-130
+901-130
+901-130
+901-130
+13WA30
+901-130
+901-130
+901-130
+90%130
+90/-130
+g01-130
+901-130
+901-130
+901-130
+901-130
+801-110
+80%110
+6OW-110
+801-110
41
+90/-130
+901-1W
+901-130
+901-130
+901-130
+901-130
+901-130
+90/-130
+901-1W
+901-130
+90%130
+901-130
+90/-130
+901-130
+801-110
+80/-110
+801-110
+80/-110
•8/-110
+801-110
43
+90/-130
+901-130
+901-130
+90/-130
+90/-130
+901-130
+90/-130
+901-130
+901-130
+90/-130
+901-130
+90/-130
+901-130
+801-110
+Sal.110
+801-110
+801-110
+80/-110
+80/-110
+801-110
E. 45
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+90/=130
+90/-130
+901-130
+M-110
+801-110
+801-110
+8a1-110
+S0/-110
+801-110
+801-110
+80f-110
F47
+90/-130
I +Sal-130
+901-130
+90/-130
+901-130
1 +901-130
+901-130
+90/-130
+9ph130
+901-130
+801-110
+801-110
+801-110
+801-110
+801-110
1 +801-110
+801-110
+801-110
o 49
+90/-130
+901-130
+90IA30
+9D/-130
+901-130
+901430
+901-130
+901-130
+901-130
1 +80/-110
+801-110
+80/-110
+801-110
+S0/-110
+801-110
+801-110
+SO/-110
1 51
+901-130
+901-130
+90/-130
+90/.130
+90/-130
+901-130
+901-130
+89.4/-128.
+801-110
+80/-110
+80/-110
+80/-110
+80%110
+801-110
+80/-110
+801-110
F 53
+90/-130
+901-130
+901-130
+90/--130
+901-130
+901-130
+88.81-128.1
+801-110
+801-110
+80/-110
+801-110
+8D/-110
+801-110
+801-110
+80/-110
v 55
+901-130
+901-130
+901-130
+901-131)
+901-130
+8&8/-128.1
+80/-110
+801-110
+80%110
+801-110
+801-110
+801-110
+801-110
+801-110
57
+901-130
+901-130
+901-130
+90I-130
+89,4/-129
+SO/-110
+80h110
+80/-110
+801-110
+80/-110
+80/-110
+BW-110
0 59
+9(1/-130
+9N-130
+901-130
+89.51-129.1
+80%110
+BD/-110
+801-110
+801-110
+80/-110
+801-110
+801-110
in 61
+901-130
+901-130
89.6/-129:
+801-110
+80/-110
+801-110
+W-110
+801-110
+801-110
+801-110
63
+901-130
+901-130
+801-110
+801-110
+80%110
+801-110
+601-110
+801-110
+80/-110
65
+M-130
+901-130
+80%110
+801-110
+80/-110
+80/-110
+80%110
+801-110
67
+90/-130.
+B0/-110
+801-110
+80/-110
+80/-110
+801-110
+801-110
68-7/8
+991-130
+801-110
+801-110
+801-110
+80/-110
+801-110
+801-110
73
+S0/-110
+801-110
+80/-110
+801-110
+801-110
+801-110
77
+801-110
+M-110
+801-110
+80/-110
78-3/4
+80/410
+80l-110
+80/-110
+80%110
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2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FWD 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
EXTERIOR
a
SG INTERLAYER
6" HEAT
1
519"
GLASS BITE
GLASS TYPE 6
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
1-1/16" NOM. HORIZONTALLY AS SHOWN.
GLASS STACK — G 16" LAMINATED
GLASS STACK LONG
SIDE
WIG' TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS LONG SIDE
3/16" HEAT STRENGTHENED GLASS T
7/16" AIR SPACE .090" SG INTERLAYER SHORT
11 SIDE
SS HORDET
EXTERIOR
a
,W.
GLASS BITE
GLASS TYPE 8
LONG SIDE —�
1
SHORT
SIDE
LONG
SIDE
1
�I SHORT I`
—I SIDE I
PRODUCT REVISED
as complying with the Florida
Building Code
1,10"o. 2"401.1 O
By:
E) NO CHANGES THIS SHEET.
H JR-03/11/20
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A LYNN MILLER, RE
P.E.#58705
2X WOOD SUCKSTRIP EDGE
OR FRAMING, SEE DISTANCE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A —
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2314"
5
TYP. ANCHOR TYPE,
EMBEDMENTANDEDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
EMBEDMENT
0 E
DISTANCE
MAX
(HIM
115SHI
USED FOR ALL
SIDES OF
ARCHITECTURAL
SHAPES @ 11-7/8"
O.C. MAX.
INSTALLATION
INSTALLATION
TYPE C
TYPE B
EMBEDMENT
7/4" MAX
1X WOOD S
SEE NOTE 2, THIS THIS SHEET
SHIM
TYP. ANCHOR TYPE, EMBEDMENTAND
•'. w "•;
EDGE DISTANCE PER SUBSTRATE,
i
6
SEE TABLE 8, THIS SHEET
CONCRETFJCMU
PER ANCHOR
REQUIREMENT
INSTALLATION
METHOD D
1/4"
r MAX
+ SHIM
9
EXTERIOR
STEEL SELF -DRILLING
MS (GS), SEE TABLE
$ THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA). ALUMINUM, STEEL FRAMING
OR STEEL STUD, SEE SUBSTRATE
.� PROPERTIES, TABLE B,THIS SHEET
�
�1/4• MAX SHIM
T
} 1X WOOD BUCKSTRIP,
I SEE NOTE 2, THIS SHEET
EMBEDMENT
CONCRETE PER
ANCHOR
'�•
REQUIREMENT
INSTALLATION �+ — 'EDGE
TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE
TYPE B
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION B-B
EXTERIOR \
I VISIBLE LIGHT WIDTH =
WINDOWBUCKWIDTH-2a/4"
WINDOW BUCK WIDTH
TIP TO TIP WINDOW WIDTH
HORIZONTAL SECTION A A
INSTALLATION NOTES:
EMBEDMENT
EDGE
DISTANCE
q.
CONCRETEIGMU
PERANCHOR
REQUIREMENT
Anetror
SuCstrete
Mill. Edge Dist UMee
Min. Emhedmerd
S 20' D.C.
012 or 914 410 SS Screw
Smdhem Pine (S -0.
i6
Aluminum, 6063.15 min.
318'
0.063" •
IT
A36 Steel
319,
0.00T •
12,
Steel Stud, Gr. 33 min.
319,
0.046' 18 Gal •
12"
#12 or#14 Steel Screw ((35)
Southem Pine SG=0.55)
silo"
1318"
12'
Aluminum, 6063-75 min.
318'
0.0a,
IT
A36 Steel
319,
0.06T
IT
Steel Stud, Gr. 33 min.
31W
0.045 18 Ga) •
12,
IW 410 SS CmIeFlez
Ungrouted CMU, (ASIM C80)
2-112'
14/4"
12,
Cm ete (mia 135 ksi)
1"
1-W
10
114" Steel Ult=uI
Concrete (min Z85 kst
T
1314"
IT
Concrete (min. 2.85 ksi)
211T
13/8'
IT
Ungmuted CMU, (ASW C90
2-112'
1-11e
12,
1W Steel Uitraccn+
Concrete (min 3 ksi
13116"
I-W
12'
u CMU, TM G80
1-112'
1-1/a
1T
5H6' Steel Ultracon
Concrete (min 3.5 kep
1-1/4"
13/4'
12
Growled CMU, (ASTM C-90)
1 2-11T
1314'
72'
-MIN. VrS 11111C vb DCTVNU 1n=MC 1H bum]r lC.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND
EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX-, ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1-12". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS
"2X" ARE 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY
AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A
SRE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. Fy
Min. F
Steel Screw
92 ksl
120 ksi
410 Screw
90 ks(
110 ksi
Elco UltraCon®
155 ksi
177 ksi
1/4' DeWalt UltraCon+®
410 SS Elco/Dewslt CreteFlex®
148 ksi
127.4 ksi
164 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A35 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
PRODUCT REVISED
as complying with the Florida
Building Code
By:
E) REVISED ANCHOR TYPE
TABLE, UPDATED MATERIAL
PROP. TABLE
's
z
JR - 03/11/20
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No.58705
-,0-. STATE OFd :• C(/�:
A LYNN MILLER, P.E.
2X WOOD BUCKSTRIP EDGE
DISTANCE
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE E
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
23/4"
TYP. ANCHOR TYPE, INSTALLATION
_EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, TYPE G
SEE TABLE 9, THIS SHEET
EMBEDMENT
(.� 1/4"MAX
EMBEDMENT �{ I SHIM
JL EDGE ''b• 6
DISTANCE '
//��1/4" MAX
— 2 1 SHIM
SW INSTALL-ATIC
�:_TYP.E_f--
1X WOODBUCKSTRIP,
SEE NOTE 2, THISSHEET-
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
USED FOR ALL
SIDES OF
11
ARCHITECTURAL
EXTERIOR
SHAPES @ 11-718"
O.C. MAX.
a-� "•' "••. 1
CONCRETEE/CMU
4 11
VISIBLE LIGHT WIDTH 5
1„ WINDOW BUCK WIDTH -23W
_ PER ANCHOR
REQUIREMENT
f WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
INSTALLATION
TYPE H
1/4"
MAX.
SHIM
9--"I k:;z
EXTERIOR
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
9, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
EMBEDMENT
EDGE
PRODUCT REVISED
DISTANCE
as complying with the Florida
Building Code
NOA-No. 20-0401.10
Exalration Date• 2119/2024
Miam ade ProduLckt o trot
E) REVISED ANCHOR TYPE
TABLE, UPDATED MATERIAL
PROP. TABLE
JR - 03/11/20
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CONCRETE/CMU
PERANCHOR
)
a
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REQUIREMENT
r
y
Anchor
SuSubstrateMin.
Substrate
Edge
Dist
Min. Embedment
Mu O.C.ance
Spacing
#12 ar#14410 SS Screw
Scut me SG=0.55M21WI-114'
1 B"
1 '
Aluminum 6063•T5 min.
'
0.063"'
1T
A36 Steel
'(Wt •
12'
Steel Stud, Gr. 33 min
,
MOW 18 Gs
12,
#12 w #14 Steel Screw (GS)
Southern Pine (SG=0.55)
"
13/e,
IT
Aluminum, 6063-T5 min.
•
0.06T, •
12"
A36 Steel
"
MOW, •
1T
Steel Stud, Gr. 33 mIm
•
0.045' (16 Ga) •1T
114' 410 SS CteFlex
Ungmuted CMU, (ASTM C-9D)
1-1/4"
1TConcmte
(min. 3.35 ksi)
13/4"
12"
Steel Ultmcon
Concrete (min 285 ksi)
13/4"
1TIW
Concrete (min. 285 ksi)
1-3/8"
1T
Ungmuted CMU, (ASTM C-90
1-1/4"
1T1/4"Steel
Ultmcon+
Concrete (min. 3 ksi)
8"
13/8"
1T
U uted CMU• STM C-90
1-1W
1T
5M6' Steel UltraoonConcrete
(min. 3.5 ksi)
4"
1 V4'
17,
Gmted CMU, (ASTM C-9012'
13/4•
1T
miN. Ur o I N McAUA OM T UNU I nG MG I ML AVO I IC.
'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
' �J
�1/4"MAXSHIM
INSTALLATION NOTES:
1X WOOD BUCKSTRIP,
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND
SEE NOTE 2, THIS SHEET
EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL
• -
• `A' :
CONCRETE PER
THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN
EMBEDMENT
'" .
•,-5-
ANCHOR
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS
"'`` '-
' ;' ''
REQUIREMENT
"2X"ARE 1-112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
•TYP.
AUTHORITY HAVING JURISDICTION.
INSTALLATION
I EDGE
TYPE F
ANCHOR TYPE, EMBEDMENT
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE
AND EDGE DISTANCE PER
TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D-D
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. Fy
Min. F.
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elco UltraCon®
155 ksi
177 ksi
1/4" DeWelt UltraCon+®
410 SS Elco/Dewalt CreteFlexO
148 ksi
127.4 ksi
164 ksi
189.7 ksi
6063-TS Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ks(
Gr. 33 Steel Stud
33 ksi
45 ksi
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`: P�... LICENSE.'•. �tr��
F NO. 58705
A LYNN MILLER, RE
P.E.# 58705
TYP- ANCHOR TYPE,
2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE —►I
EMBEDMENT
ORFRAMING,SEE
DISTANCE PER SUBSTRATE,
I
NOTE 2, THIS SHEET
SEE TABLE 10. THIS SHEET
EDGE
INSTALLATION
DISTANCE
TYPEI
1/4" MAX
3
SHIM
12 USEDFORALL
SIDES OF
8 ARCHITECTURAL
EXTERIOR
SHAPES Q 11-7/8"
2s O.C. MAX.
WINDOW
INSTALLATION
BUCK
HEIGHT
TYPE L
EXTERIOR
a
VISIBLE
LIGHT �L
HEIGHT=
WINDOW
BUCK
HEIGHT-
2-3/4'
- 21
FIN FRAMES ARE ONLY TO BE USED
INSTALLATION WITH GLASS TYPES 1-1(Pv6 INSTALLATION
TYPE J INTERLAYER), NOT TO BE USED WITH TYPE K
GLASS TYPES Cr8, (SG INTERLAYER).
EDGE
DISTANCE 1/4" MAX EDGE DISTANCE
����^III SHIM
a 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP a
OR FRAMING, SEE OR FRAMING, SEE
NOTE 2, THIS SHEET NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENTAND
EDGE DISTANCE PER SUBSTRATE,
-fl SEE TABLE 10, THIS SHEET
EXTERIOR
1
VISIBLE LIGHTWIDTH = :]5
WINDOW BUCK WIDTH -2-314"
WINDOW BUCK WIDTH
114"
MAX. HORIZONTAL SECTION E-E
SHIM
MEL SELF -DRILLING
SMS (G5), SEE TABLE'
10. THIS SHEET
MIAMI-DADE APPROVED MUWON (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 10,THIS SHEET
2X WOOD BUCKSTRIP
OR FRAMING SEE
NOTE 2, THIS SHEET
. �1/4" MAX SHIM
INSTALLATION
TYPE
7 rAID
TANCE
7�_EMBIE
TYPE, EMBEDMENT
DMENT9STANCE PER
SUBSTRATE; SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
Anchor
Substrate
Min. Edge
Distance
Max. O.C.
Spacing
2-1/2" x .113" Box Nail
Southern Pine (SG=0.55)
5/16"
5
2-1/2" x .131" Common Nail
Southern Pine ( G=0.55)
8"
5"
2-1/2" x .145" Roofing Nail
Southern Pine (SG=0.55)
318"
5"
#10 x 1" Steel Screw'
Southern Pine (SG=0.55)
112"
5"
0.093' Aluminum, 6063-T5 min.
5116"
5"
1/16" A36 Steel
5/16"
5"
0.045 18 Ga Steel Stud, Gr. 33
1 5116"
5"
INSTALLATION NOTES
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS.
2- FOR ATTACHMENT TO METAL_• THE STRUCTURAL MEMBER SHALL
BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME
3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER
WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM-
Matarial
Min. Fy
Steel Screw
92 IW
6063-T5 Alunnum
16 W
tArk.1
A36 Steel
38 W
(' 33 Sleet Stud
33Ie,I
IPRODUCT REVISED
as comply'mg with the Florida
BuRding Code
Mlam -0ade Produ"* trol
E) NO CHANGES THIS SHEET.
a JR-0311MO
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' 10NAL IENG��`
A. LYNN MILLER, P.E.
P.E#58705
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE M
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2-l4"
TYP. ANCHOR TYPE,
EMBEDMENTANDEDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11. THIS SHEET
IEMBEDMENT
IV4" MAX
SHIM
FIN FRAMES ARE ONLY TO BE USED
WITH GLASS TYPES 1.4 (PVB
INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH
GLASS TYPES 5-8, (SG INTER[ AYER).
EMBEDMENT
r-- 1/4"MAXSHIM
INSTALLATION
TYPE N
O SEE 1X WOOD BUCKSTRIP, SEE
2X WOOD BUCKSTRIP NOTE 2, THIS SHEET
OR FRAMING,
I NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENTAND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
USED FORALL
SIDES OF
EDGE
ARCHITECTURAL
DISTANCE
SHAPES @ 11-71W
O.C. MAX.
INSTALLATION
TYPE O
EXTERIOR
114"
aMAXL
SHIM
I
STEEL SELF -DRILLING
�&_SMS (G5), SEE TABLE
11, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 11,THIS SHEET
VISIBLE LIGHT WIDTH = 1
WINDOW BUCK WIDTH -2-314"
WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
SPa�
#12 or #14 410 SS Screw
Southern Pme (SG=0.55)
9l16"
13/8°
4.9"
Aluminum, �3-T5 nun.
318"
0.053" •
4.9"
A36 Steel
318"
0.063" •
4.9"
Steel Stud, Gr. 33 min.
3/9'
0.045" 18 Ga) `
4.9"
#12 or #14 Steel Screw (G5)
Southern Pine (SG=0.55)
9116,
I've,
4.9"
Aluminum, 6063-T5 min.
318"
0.063" •
4.9"
A36 Steel
318"
0.063" `
4.9"
Steel Stud, Gr. 33 min.
318"
0.045" 18 Ga
4.9"
1/4" 410 SS CreteFlex
Ursgouted CMU, (ASTM G90)
2-1/2"
1-1l4"
9'
Concrete (min. 3.35 ksi)
1"
1-3l4"
9•
114" Steel Ultracon
Concrete (min. 2-85 ksi)
1'
1-W4'
9"
Concrete (min. 285 ksi)
2-10
13/8"
9"
UngmNed CMU, (ASTM C-
2-112'
1-174"
9"
1/4" Steel Uttmeon+
Concrete (min. 3 ksi)
1•
1�l8"
4.9"
Un muted CMU, ASTM CA0
1'
i-V4"
4.9"
5/18" Steel Ultraeon
Concrete (min. 3.5 ksi)
1-114'
1�l4"
9"
Grouted CMU, (ASTM G90)
2-11T
1J/4"
�1/4' MAX SHIM
INSTALLATION
`MIN.
TYPE N
2, THIS SHEET
SEE NOTE 2, THIS "
OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
T
INSTALLATION NOTES:
EMBEDMENT .:•.''�
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
•
"
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN
' ' ' �•
1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE.
CONCRETEICMU
WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
PER ANCHOR
EDGE
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
REQUIREMENT
DISTANCE
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
SUPPORT TO THE WINDOW FRAME
VERTICAL SECTION H-H
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO
WHOLE SYSTEM.
EMBEDMENT
Material.
Min. FY
I MirL F°
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
110 ksi
Elco UltraCon®
155 ksi
177 ksi
1/4" DeWalt UltraCon+®
410 SS Elco/Dewalt CreteFlex®
148 ksi
127.4 ksi
164 ksl
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
PRODUCT REVISED
as complying with the Florida
Building Code
By.
E) REVISED ANCHOR TYPE
TABLE, UPDATED MATERIAL
PROP. TABLE
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•. OGENSF'•,
_ . No. 58705
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A LYNN MILLER, P.E.
P.E# 58795
TABLE 12:
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" LamL 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 Cofer
Rigid PVC
8
4267
7/16" Lauri. Glass Beading forCunes
Alum. 6063-T5
9
4269
I.G. Beading for Curves
Alum. 6063-T5
10
70589C
Gasket (at 9D" comer joints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65+/-1
12
61308K
Foam Beading Tape
13
Dow 791, 899, 983, 995 or GE 7700 Backbeddmg
Silicone
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
76X114FP
#5 x 1-114" FH SMS (Curved Beading)
Stainless Steel
30
781PQX
#8 x 1" Quad PH SMS (Assembly)
Stainless Steel
75
Kommeding Kodispace 4SG TPS
See this Sheet for
Materials
76
Quanex Super Spacer nXr
77
Quanex Duraseal Spacer
78
1
lCardinall X_ Edge Spacer
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
2.7
.094" 84�1f—
.074" .062" .074" AST
1.375"
1.875"
.438" 500" A38"
1.000" - 1
.OFLANGE FRAME OEQUAL-LEG FRAME
III .97�0" I
.346" 1 1.03T �+--•
.875" .875'
—�— '-�illt'�' •050" •050.
O/iBGLASSn
GLASS BEADING OBEADING INSTALLATION
SILICONE HOT -MELT
BUM
STRUCTURAL
POLYISO- 1/4" NOM. 3/16"
BUTYLENE WITH STRUCTURAL
DESICCANT SILICONE
FOAM WITH
EXT. GLASS DESICCANT
EKT. GLASS
INT. GLASS INT. G
75 KODISPACE 76 SUPER SPACER6
45G TPS NXT
ANGLED/CURVED
FRAME ASSEMBLY
90"CORNER
I I
FRAMEASEMBLY
j
1
10
ALL CORNERS TO j
USE GASKET I
" AND/OR SEALANT
/
tEQUAL-LEG
ERIOR�FLANGEFRAME
EQUAL -LEG FRAME
FRAME
MITERED FRAME WITH INTERIOR EXTERIOR
AND EXTERIOR FRAME WELDS �]
ME
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANTATALL CORNERS
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
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500"
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.875"
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.875T
I
7/16'LAMI.970"
OGLASS BEADING
I.G. GLASS
O BEADING
FOR CURVES
FOR CURVES
ALUMWUM POLYISOBUTYLENE DESICCANT FILL
REINFORCEMENT SEAL 5/16' NOM.
NOM. SILICONE
5N6"NOM. SEAL
BUM& ROLL -FORMED
DESICCANT STAINLESS STEEL
FOAM
EXT. GLASS EXT. GLASS
LASS
INT. GLASS INT. GLASS
77ODURASEAO OXLEDGETJ"
SPACER 78 SPACER
ASSEMBLY DETAILS
FOR FIN FRAMES
90"CORNER
FRAME ASSEMBLY
ANGLED/CURVED
FRAME ASSEMBLY
EXTERIOR
EXTERIOR
MITERED FRAME WTTH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANTATALL CORNERS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 2040401.10
Mimn � ade Produef-6o trol
E) ADDED BACKBEDDING.
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LYNN
` C1 -.• LICENSE •-, C�
No. 58705
7E` F•o
."',,'ONAL
A. LYNN MILLER, P.E. D
—7-