HomeMy WebLinkAboutNOA; Series HR7710A Aluminium Horizontal Roller WindowMIAMNDADE
REVIEWED FPC)i _
CO, FLORIDA
CODE CO MU %i� c tMTROL SECTION
�'�� a� 180&S 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER� A`�1V�tiai, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) ®c "..iamidadLgoy/building
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing thFY-01r;9DWtion
materials. The documentation submitted has been reviewed and accepted by Miami -Dade CounR -
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 11HR7710A" Aluminum Horizontal Roller Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)",
sheets 1 through 19 of 19, dated 06/30/18, with revision A 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 ofthis 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. 18-0627.01 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. 20-0406.04
Expiration Date: August 23, 2023
Approval Date: August 27, 2020
8/19/20 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. 18-0627.01)
2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1, "
through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No.18-062 Z 01)
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 FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.18-062 Z 01)
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 horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 18-0627.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61"
Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-062 7. 01)
2. Glazing complies with ASTM E1300-09
!
Manuel Perez, P.E.
Product Control Exa�ri
NOA No. 20-0406.04
Expiration Date: August 23, ".'1
Approval Date: August 27, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (coNTEwED)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6th Edition (2017), dated July 25, 2018, issued
by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0627.01)
2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-0627.01)
3. Proposal No.18-0289 issued by the Product Control Section, dated 02/20/18, signed by
Manuel Perez, P.E
(Submitted under NOA No. 18-0627.01)
G. OTHERS
1. None.
E-2
Manuel Perez, P.E.
Product Control Exar
NOA No. 20-0 0�1 6.04,
Expiration Date: August 23, 3'
Approval Date: August 27, 2020
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1
through 19 of 19, dated 06/30/18, with revision A 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.:
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, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6tn
Edition (2017), prepared by manufacturer, dated 06/18/18, revised on 07/25/18 and
updated to the FBC 7tn Edition (2020) on 04/02/20, 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 (SG" Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24. ```- 7 ,, A. If �') ,
Manuel Perez, P.E.
Product Control Exa
NOA No. 20-0 06.04
Expiration Date: August 23, 3
Approval Date: August 27, 2020
E-3
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
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, 2020, 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.
G. , OTHERS
1. Notice of Acceptance No.18-0627,01, issued to PGT Industries, Inc. for their Series
"HR77IOA" Aluminum Horizontal Roller Window - L.M.I. approved on 08/23/18 and
expiring on 08/23/23.
Manuel Perez; PX
Product Control Exa RMr
NOA No. 20-01006.01
Expiration Date: August 23,
Approval Date: August 27, 2020
E-4
SERIES HRT710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVi12).
FORANCHOR
QUANTITIES
SEE T
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS
INSTALLATIONS ABOVE 3V IN THE HVH2. THE OUTBOARD LITE (CAP) MUST BETEMPERED .
3) FOR MASONRY APPLICATIONS IN MIAMI-DARE 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 W THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS OV
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1Q" HE
THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED 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 LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST 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) 1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO
THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
7) DESIGN PRESSURES:
A- NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS SEE WEFJ
PER ASTM E1300. NOTES THIS 1
8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE
TESTING AND GLASS PER,ASTM El30D.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
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) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUREMENTS PER CURRENT FLORIDA
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA; DEWALTIELCO
CRETEFLEX NOA; DEWALT ULTRACON* NOA; NATIONAL. DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
TABLE 1:
Glass
TYpo
Description (Listed from Exterior to I�Moh
DP Table d
Anchor Table d
%OIOX
XOX
XO/OX
XOX
STD
HD
STD
STD
HD
STD
1/8 µ. P B, 118-
2
7
2
-
15
2
1/8" HS..090' PVB, 1/B' HS
3
B
12
-
16
3
3f18" AN, .090r PVB, 3f16" AN
3
8
12
16
4
13N6" LIG: 118-AN CAP. AIRSPACE, 11W AN, .09W PVB, Mr AN
4
7
12
15
5
13115' UG: 1f8' TP CAP. AIRSPACE, V6' AN, .09T PV&, 1/8' AN
3
7
12
15
6
13116' UG: 3116" AN CAP, AIRSPACE, 116' AN..O9Ir PVB, 1/8' AN
3
-
9
12
18
7
13115' LK3: 3/16" TP CAP. AIRSPACE, 118" AN .090• PVB, 118" AN
3
-
9
12
-
16
8
3f16" AN, .09V SG, 3110" AN
6
6
10
13
14
17
9
3/16" H5..09D SG 3f15' HS
5
6
11
13
14
18
10
13116. U 1/8' AN CAP. AIRSPACE, 3118" Aµ .OW SG, 3/1B' AN
5
6
10
13
14
17
11
13/16' LIG: 1/8' TP CAP, AIRSPACE• 3/18" Aµ .090" SG, 311S" AN
5
6
10
13
14
17
12
13/16' LIG' 11W AN CAP. AIRSPACE, IW HS, .D9(T SG. IAr HS
5
6
11
13
14
18
13
13/18' LIG: 1!8' TP CAP• AIRSPACE, LB' HS, .f190' SG, 17 HS
5
6
11
13
14
18
14
13115- LIS. 3/16' AN CAP. AIRSPACE. 11W HS, .090' SG, 1/Ir HS
5
6
11
13
14
18
16
13f18" LIG: 3/16' TP CAP AIRSPACE, I1W HS .09W SG 1f8" HS
6
8
11
13
14
1B
SG-- KURARAY SENTRYGLAS® INTERLAYER BY KURARAYAMERICA. INC.
PVB = KURARAY TROSIFOL®PVB INTERLAYER BY KURARAYAMERICA, INC.
AN=ANNEALED
HS - HEAT -STRENGTHENED
TP = TEMPERED
TABLES 12_1q O _ O'C. I S r
A /
76' /
IGAHT 69" / 68" J'
SASE{ � FIXED
75' VISIBLE / VISIBLE
BUCK LIGHT / LIGHT /
HEIGHT
34-W
SASH JZ'3-,FRIED
VISIBLE BLE LIGHT
LIGHT
MEET 75' BUCK WIDTH
B
MEET
76°OVERALL WIDTH
TYP. FLANGE XO ELEVATION (OX SIM.)
MAX. DIMENSIONS ALLOWED SHOWN
FORANCHOR
15.18
O.C.
12'
O.C. 1Y O.C.
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER GLASS TYPE, LARGE & SMALL MISSILE
SEE TABLES 2-11 IMPACT RESISTANT
8 MAX.
(S•,2°
MAX
BUCK)
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW
OPENINGS DESIGN PRESSURE REQUIREMENT
FROM ASCE 7.
2) KNOWING YOUR GLAZING OPTION (TABLE 1).
WINDOW CONFIGURATION AND SIZE, DETERMINE
YOUR WINDOWS DESIGN PRESSURE FROM TABLES
2-11. IT MUST EQUAL OR EXCEED THE DESIGN
PRESSURE REQUIREMENT FOR THE
WINDOW OPENING OBTAINED IN STEP 1.
3) DETERMINE THE ANCHOR QUANTITY FROM
TABLES 12.18.
4) INSTALL AS PER SHEET 15 FOR FLANGE
INSTALLATION, SHEET 18 FOR EQUAL LEG
INSTALLATION OR SHEET 17 FOR INTEGRAL. FIN
INSTALLATION.
NOTE DESIGN PRESSURE RATING DETERMINATION
IS THE SAME PROCESS FOR ALL FRAME TYPES
(FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX).
WEEPHOLE NOTES:
1)1-5/8' X .300-WITH PLASTIC BAFFLE
2) 1 WEEPHOLE LOCATED AT4" FROM EACH END.
3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL
56' 56" C
H FIXED
-3' VISIBLE VISIBLE /
OVERALL LIGHT / LIGHT / I..
HEIGHT
22-1/Y
62" O.C.
BUCK 34" M-3/8" FIXED T
HEIGHT SASH VISIBLE LIGHT #I
==j I
vls. 1
1 LIGHT 1
9
• BfJ - \ SEE WEEPHOLE
--NOTES,
119" BUCK WIDTH THIS SHEET
SEE SHEET 17 FOR 120' OVERALLWIDTH
INTEGANCH RORRAGEFTYPE TYP. FLANGE XOX ELEVATION
& SPACING MAX. DIMENSIONS ALLOWED SHOWN
CODES /STANDARDS USED: GENERAL NOTES .......... .._...................1
• ELEVATIONS ....... _...
2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION ................_._._.1
GLASS TYPES TABLE...... _.... ............. 7
• 2017 FLORIDA BUILDING CODE (FBC), STH EDITION DESIGN PRESSURES ........................... 2-9
• ASTM E130D-09 ANCHOR QUANTITIES ................. - .....
.10.14
• ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS....... 15.17
• ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES ........... _....... 18
• AISI 8100-16 CORNERASSEMBLY ..........................19
• AISC 360-16 PARTS LIST ........................ ......... _........ 19
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-IM6.04
EX (ration Date: 6/23I2023
jr
MI n �asde Produc, trol i
A) UPDATED TO FBC
E 2020, REVISED ANCHOR
.-i TYPE TABLE.
JR - 03/11/20
a0 y Q
W o
Z 778
O� o V
0 N BIaO OC Q
Om Z c
ZLLm
= Ili
W J �
LU Z 00 ¢ aaa,0 s90
in W .. N Z
i` > Z O
o z� W Q m
-1 LL
J W O
0 F 1aa45
F Z
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QR
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LYNN
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No, 58705
L 1��G\��
A LYNN MILLER. P.E.
TYP. FLANGE XO ELEVATION (OX SIM.)
MAX. DIMENSIONS ALLOWED SHOWN
FORANCHOR
15.18
O.C.
12'
O.C. 1Y O.C.
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER GLASS TYPE, LARGE & SMALL MISSILE
SEE TABLES 2-11 IMPACT RESISTANT
8 MAX.
(S•,2°
MAX
BUCK)
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW
OPENINGS DESIGN PRESSURE REQUIREMENT
FROM ASCE 7.
2) KNOWING YOUR GLAZING OPTION (TABLE 1).
WINDOW CONFIGURATION AND SIZE, DETERMINE
YOUR WINDOWS DESIGN PRESSURE FROM TABLES
2-11. IT MUST EQUAL OR EXCEED THE DESIGN
PRESSURE REQUIREMENT FOR THE
WINDOW OPENING OBTAINED IN STEP 1.
3) DETERMINE THE ANCHOR QUANTITY FROM
TABLES 12.18.
4) INSTALL AS PER SHEET 15 FOR FLANGE
INSTALLATION, SHEET 18 FOR EQUAL LEG
INSTALLATION OR SHEET 17 FOR INTEGRAL. FIN
INSTALLATION.
NOTE DESIGN PRESSURE RATING DETERMINATION
IS THE SAME PROCESS FOR ALL FRAME TYPES
(FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX).
WEEPHOLE NOTES:
1)1-5/8' X .300-WITH PLASTIC BAFFLE
2) 1 WEEPHOLE LOCATED AT4" FROM EACH END.
3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL
56' 56" C
H FIXED
-3' VISIBLE VISIBLE /
OVERALL LIGHT / LIGHT / I..
HEIGHT
22-1/Y
62" O.C.
BUCK 34" M-3/8" FIXED T
HEIGHT SASH VISIBLE LIGHT #I
==j I
vls. 1
1 LIGHT 1
9
• BfJ - \ SEE WEEPHOLE
--NOTES,
119" BUCK WIDTH THIS SHEET
SEE SHEET 17 FOR 120' OVERALLWIDTH
INTEGANCH RORRAGEFTYPE TYP. FLANGE XOX ELEVATION
& SPACING MAX. DIMENSIONS ALLOWED SHOWN
CODES /STANDARDS USED: GENERAL NOTES .......... .._...................1
• ELEVATIONS ....... _...
2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION ................_._._.1
GLASS TYPES TABLE...... _.... ............. 7
• 2017 FLORIDA BUILDING CODE (FBC), STH EDITION DESIGN PRESSURES ........................... 2-9
• ASTM E130D-09 ANCHOR QUANTITIES ................. - .....
.10.14
• ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS....... 15.17
• ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES ........... _....... 18
• AISI 8100-16 CORNERASSEMBLY ..........................19
• AISC 360-16 PARTS LIST ........................ ......... _........ 19
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-IM6.04
EX (ration Date: 6/23I2023
jr
MI n �asde Produc, trol i
A) UPDATED TO FBC
E 2020, REVISED ANCHOR
.-i TYPE TABLE.
JR - 03/11/20
a0 y Q
W o
Z 778
O� o V
0 N BIaO OC Q
Om Z c
ZLLm
= Ili
W J �
LU Z 00 ¢ aaa,0 s90
in W .. N Z
i` > Z O
o z� W Q m
-1 LL
J W O
0 F 1aa45
F Z
M J O
Z
QR
g LU
a Q z _
001 'asap sauas
`111WIn null/'
LYNN
` a _%CENS�'•,
No, 58705
L 1��G\��
A LYNN MILLER. P.E.
8 MAX.
(S•,2°
MAX
BUCK)
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW
OPENINGS DESIGN PRESSURE REQUIREMENT
FROM ASCE 7.
2) KNOWING YOUR GLAZING OPTION (TABLE 1).
WINDOW CONFIGURATION AND SIZE, DETERMINE
YOUR WINDOWS DESIGN PRESSURE FROM TABLES
2-11. IT MUST EQUAL OR EXCEED THE DESIGN
PRESSURE REQUIREMENT FOR THE
WINDOW OPENING OBTAINED IN STEP 1.
3) DETERMINE THE ANCHOR QUANTITY FROM
TABLES 12.18.
4) INSTALL AS PER SHEET 15 FOR FLANGE
INSTALLATION, SHEET 18 FOR EQUAL LEG
INSTALLATION OR SHEET 17 FOR INTEGRAL. FIN
INSTALLATION.
NOTE DESIGN PRESSURE RATING DETERMINATION
IS THE SAME PROCESS FOR ALL FRAME TYPES
(FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX).
WEEPHOLE NOTES:
1)1-5/8' X .300-WITH PLASTIC BAFFLE
2) 1 WEEPHOLE LOCATED AT4" FROM EACH END.
3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL
56' 56" C
H FIXED
-3' VISIBLE VISIBLE /
OVERALL LIGHT / LIGHT / I..
HEIGHT
22-1/Y
62" O.C.
BUCK 34" M-3/8" FIXED T
HEIGHT SASH VISIBLE LIGHT #I
==j I
vls. 1
1 LIGHT 1
9
• BfJ - \ SEE WEEPHOLE
--NOTES,
119" BUCK WIDTH THIS SHEET
SEE SHEET 17 FOR 120' OVERALLWIDTH
INTEGANCH RORRAGEFTYPE TYP. FLANGE XOX ELEVATION
& SPACING MAX. DIMENSIONS ALLOWED SHOWN
CODES /STANDARDS USED: GENERAL NOTES .......... .._...................1
• ELEVATIONS ....... _...
2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION ................_._._.1
GLASS TYPES TABLE...... _.... ............. 7
• 2017 FLORIDA BUILDING CODE (FBC), STH EDITION DESIGN PRESSURES ........................... 2-9
• ASTM E130D-09 ANCHOR QUANTITIES ................. - .....
.10.14
• ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS....... 15.17
• ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES ........... _....... 18
• AISI 8100-16 CORNERASSEMBLY ..........................19
• AISC 360-16 PARTS LIST ........................ ......... _........ 19
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-IM6.04
EX (ration Date: 6/23I2023
jr
MI n �asde Produc, trol i
A) UPDATED TO FBC
E 2020, REVISED ANCHOR
.-i TYPE TABLE.
JR - 03/11/20
a0 y Q
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= Ili
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-1 LL
J W O
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LYNN
` a _%CENS�'•,
No, 58705
L 1��G\��
A LYNN MILLER. P.E.
• BfJ - \ SEE WEEPHOLE
--NOTES,
119" BUCK WIDTH THIS SHEET
SEE SHEET 17 FOR 120' OVERALLWIDTH
INTEGANCH RORRAGEFTYPE TYP. FLANGE XOX ELEVATION
& SPACING MAX. DIMENSIONS ALLOWED SHOWN
CODES /STANDARDS USED: GENERAL NOTES .......... .._...................1
• ELEVATIONS ....... _...
2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION ................_._._.1
GLASS TYPES TABLE...... _.... ............. 7
• 2017 FLORIDA BUILDING CODE (FBC), STH EDITION DESIGN PRESSURES ........................... 2-9
• ASTM E130D-09 ANCHOR QUANTITIES ................. - .....
.10.14
• ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS....... 15.17
• ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES ........... _....... 18
• AISI 8100-16 CORNERASSEMBLY ..........................19
• AISC 360-16 PARTS LIST ........................ ......... _........ 19
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-IM6.04
EX (ration Date: 6/23I2023
jr
MI n �asde Produc, trol i
A) UPDATED TO FBC
E 2020, REVISED ANCHOR
.-i TYPE TABLE.
JR - 03/11/20
a0 y Q
W o
Z 778
O� o V
0 N BIaO OC Q
Om Z c
ZLLm
= Ili
W J �
LU Z 00 ¢ aaa,0 s90
in W .. N Z
i` > Z O
o z� W Q m
-1 LL
J W O
0 F 1aa45
F Z
M J O
Z
QR
g LU
a Q z _
001 'asap sauas
`111WIn null/'
LYNN
` a _%CENS�'•,
No, 58705
L 1��G\��
A LYNN MILLER. P.E.
`111WIn null/'
LYNN
` a _%CENS�'•,
No, 58705
L 1��G\��
A LYNN MILLER. P.E.
Overall
Width
Glass Type: 1
Design Pressure (Ibs(ie) for XO & OX Windows Meeting Rail: Standard
21-118" Overall Hgt.
3T' Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
20"
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
25"
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-66.0
+65.0
-65.0
37"
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
49"
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
•65.0
61"
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
67"
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
+65.0
-65.0
74"
+65.0
-65.0
+65.0
1 -65.0
+65.0
1 -65.0
1 +65.0
1 -65.0
+63.3
-63.3
TART F's-
Overall
Width
Glass Types: 2, 3, 5, 6, 7
Design Pressure (Ibslfe) for XO & OX Windows Meeting Rail: Standard
214/8" Overall HM.
3i Overeii Hgt.
49" Overall Hgt.
55" Overall HgL
63" Overall HgL
2("
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
25"
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
1 +65.0
-80.0
+65.0
-80.0
37"
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
49"
+65.0
-8M0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
61"
+65.0
-80.0
+65.0
-80.0
+65,0
-80.0
+65.0
-80.0
+65.0
-80.0
6T' 11
+65.0
1 -80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-79.2"
74"
+65.0
1 •80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-72.2•
-UU.0 run sans 1 T Vrb 4 J. a a 1
NOTES.
1) OVERALL MP TO TIP) DIMENSIONS SHOWN. FOR INTEGM FIN AND
EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW Ste.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIB
IVAN GLASS
.090' PVB
1/V AN GLASS
30
24
IW NOW
GLASS SITE
EXTERIOR
74
32
GLASS TYPE 1
JW-118"HSGLASS
30 1 24
1fY NOM.
GLASS BITE
EXTERIOR
74
32
GLASS TYPE 2
13/16` NOW
GLASS STACK
EXTERIOR
a
12' NOM.
GLASS BITE
GLASS TYPE 5
.090"
Vi6" AN GLASS
I
1M NOM.
GLASS BITE
u GLASS TYPE 3
13118" NOW
GLASS STACK
AIRSPACE .090" PVa.
3/16" AN OR
TP GLASS /8` AN GLASS
31 74
OR 1 If
GLASS BILE
EXTERIOR
a 7a73
3®QR
GLASS TYPE 6 (ANNEALED)
GLASS TYPE 7 (TEMPERED)
PRODUCT REVISED
as comp Ingg with the Florida
Building I a
NOA-No. 20.0406.04
Exulmllon Date: 812312023
Br• �
Miam ads Produe!'C 1
A) NO CHANGES THIS
SHEET.
3
JR - 03/11/20
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LYNN�i �.,.
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* : No. 5s705
VIONALIsl G1�
A. LYNN MILLER. P.E.
P.E.00705
T6G1 C A•
Overall
wlatn
Design Pressure (Ibs/fe) for XO & OX Windows Glass Type: 4
Meeting Rail: Standard
21-118" Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
20"
+65.0
80.0
+65.0
80.
++85.0
80.0
+65.0
80.0
+65.0
80.0
25"
+65.0
-80.0
+65.0
-MO
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
37"
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
49"
+65.0
80.0
+65.0
80.0
+85.0
80.0
+65.0
�0.0
+65.0
�0.0
61"
+65.0
80.0
+85.0
-80.0
+65.0
80.0
+65.0
�0.0
+65.0
76.8
67"
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
1 +65.0
71.3
74"
1 +65.0
1 -80.0 1
+65.0
1 -80.0 1
+65.0
-80.0
1 +65.0
-77.1
1 +64.9
.64.9
Overall
Width
Glass Types: 8 thru 15
Design Pressure pbsKe) for XO & OX Windows Meeting Rail: Standard
2141W Overall Hgt.
37" Chesil Hgt.
49" Overall Hgt.
55" Overall Hgt.
1 63" Choral► Hgt.
20"
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
25'
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
410.0-
37"
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
49"
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
61"
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
401.9'
6T1
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
-95.7'
74"
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
-90.0'
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND
EQUAL -LEG WINDOWS, SUBTRACT I'FROM THE TIP TOTIP DIMENSION IN
THE TABLE TO DETERMINE THE WIND6W SIB.
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAII AS) R SIZE
13116' NOM.
I I GLASS STACK
AIRSPACE
.09v PVB
r
118-AN GLASS
31
74
)OR 1
12° NOR
OU1SS SITE
EXTERIOR
a
OR
70-73
GLASS TYPE 4
13116NOM.
GLASS STACK
3116° AN OR
AIRSPACE
.090' SG
., SG
HS GLASS
9116' AN OR
11rAN OR
TP GLASS
3116' AN GLASS
SO
-HS GLASS
31
74
23
1/l' NOR
Q��q�
V R 1
1!C NOR
GLASS BITE
GLASS SITE
EXTERIOR
EXTERIOR
a
7A
a
,-
GLASS TYPE 9 (HEAT STRENGTHENED
13116' NOR
`'�1_ IIj['j GLASS STACK
AIRSPACE rl 1.W�090°SG
1/B° AN OR
TP GLASS 1!6" HS GLASS
GLASS TYPE 11 (TEMPERED)
131IS' NOM.
GLASS STACK
AIRSPACE 090'SG
3116'AN OR
TP GLASS B° HS GLASS
PRODUCT REVISED
as complying with the Florida
Building Coda
A) NO CHANGES THIS
SHEET.
" JR-03111120
Y
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1&R 1 6
Ire NOM. 7®OR 1
GLASS SITE
1lI NOW
GLASS BLTE
\`��Op1`( LYnINtiJ�•,�,
LICENSE'•,
'GLASS TYPES 6-15
MAY NOT BE USED
WITH INTEGRAL FIN
EXTERIOR
a
EXTERIOR
a•
_: ��.•'
- Q', •,•
No. 587Q5
• FRAMES
:
- -
®OR 33
70.73 ®OR'ST70.73
+� ;• 0 �=
GLASS TYPE
12 (ANNEALED) GLASS TYPE 14 (ANNEALED)
%�.l�
GLASS TYPE
13 (TEMPERED) GLASS TYPE 15 (TEMPERED)
•.• �A���
,�OF
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P.F-#W 5
TABLE 6:
GLASS TYPES B -15
MAY NOT BE USED
WITH INTEGRAL FIN
-110.0 FOR GLASS TYPES B-13 a 15 0
FRAMES
1
GLASS STACK
GLASS STACK
GLASS STACK
3/16'AN OR
AIRSPACE
SG
AIRSPACE SG
AIRSPACE
.090' SG
HS GLASS
1/8•ANOR
1B"ANOR
3/16'AN OR
.090'SG
311E AN OR
TP GLASS
311E AN GLASS TP GLASS 1/B" HS GLASS TP GLASS
1f8' HS GLASS
HS GLASS
31
74
31
74
1
.
12'NOM.
p���q�p12'NOM. R
7®OR 1
1Q'NOM.GLASSBITE
I-OR)
V-R
GLASS BITE
u
OLASS arTEEEXTERIOR
EXTEXTERIOR74a
fW
a
OR
7a73
®OR
®OR 3
70 73
GLASS TYPE 8
GLASS TYPE 10 (ANNEALED)
GLASS TYPE 12 (ANNEALED)
GLASS TYPE 14 (ANNEALED)
GLASS TYPE 9
GLASS TYPE 11 (TEMPERED)
GLASS TYPE 13 (TEMPERED)
GLASS TYPE 15 (TEMPERED)
NOTES
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THETABLE
TO DETERMINE THE WINDOW SIZE.
2) FOR SAS NOTSHOWN, ROUND UP TO THE NEXTAVAILABL E SM
overau
Width
Glans Types: 8 thru 15
Design Pressure (Ibslft�) for XO � OX Windows MceBRg Rail: Heavy -Duty
21-1/8" Overall Hgt.
3T' OR/r:rall Hgt.
49" Over-all Hgt.
55" Overall Hgt.
63" Overall Hgt.
76° Overall Hgt.
20"
+80.0
-110.0
+80.0
-11p.0
+80.0
-110.0
+80.0
-110.0
+g0.0
-110.0
+80.0
-110.0
25"
+80.0
-11b.0
+50:0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.Q
-110.0
3T'
+80.0
-110.0
+80.0
-110.0
+80:0
-110.0'
+80.0
-110.0
+80,0
-110.0
+80.0
-110.0
49"
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
61"
+80.0
-110.0
+80.0
-110.0
+8D.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
6T'
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-109.8'
76°
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-105.8'
as COMP =g with tha Florida
Building odi
NOA-No. 20-040EL04
Ex Iralion Data• 8/2312023
By:
Mlam ad* Produ rol
A) NO CHANGES THIS
SHEET.
0
JR - 03/11/20
Y ¢
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0 � W
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TABLE 7:
118" AN GLASS
.090, PvB
1/8-AN GLASS
30
24
112 NOM.
GLASS BITE
EXTERIOR
74
32
GLASS TYPE 1
13116' NDNL
GLASS STACK
AIRSPACE '�0" Pvs
1/8'ANGLASS 1/8"ANGLASS
21 R
C..11E
EXtR..R#
O
GLASS TYPE 4
L�L,, 13l1G NOML
' I GLASS STACK
AIRSPACE '� P1B
"MIN. SASH WIDTH (FLANGE WINDOWS)- OVERALL
WIDTH-57,924
2
1rS'TP 1r8"AN
"MIN. SASH WIDTH (FIN 8 EQUAL WINDOWS) = OVERALL
WIDTH-56.924
GLASS GLASS
-LEG
2
31
1®OR 1
CGLASS
EXTERIORa®OR
3
GLASS TYPE 5
NOTES:
I)OVERALL (TIP TO TIP) DIMENSIONS SHOWN, FOR INTEGRAL FINAND
EQUAL -LEG WINDOWS, SUBTRACT
1' FROM THE TIP TO TIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
Overall
Width
Sash
Configuration
Sash
Width
Ran in
9e ()
Glass Types: 1, 4, 5
Design Pressure (Ibst�) for XOX Windows Meeting Rail: Standard
21-1/8" Overall Hgt.
29" Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
44"
� a-/r�/a
12038-12.052
+60.0
-60.0
+60.0
•60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
1/a � r1 a
i2.053-15.008
+60.0
-60.0
+60.0
-60.0
+60.0
-80.0
+80.0
�0.0
+60.0
-60.0
+60.0
-60.0
49°
1/a-� �/4
12038-13.302
+60.0
-60.0
+60.0
-60.0
+60.0
•G0.0
+60.0
�0.0
+60.0
-60.0
+60.0
-80.0
�3 1/3 1/3
13.303-16.675
+60.0
-80.0
+60.0
-80.0
+60.0
-fi0.0
t60.0
-60.0
+80.0
$0.0
+60.0
�0.0
53-i/8"
%4 %Z-�/a
12.038-14.333
+60.0
-60.0
+60.0
�0.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
1/3-1 3 �3
14.334-18.050
+60.0
-60.0
+60.0
�0.0
+60.0
-60.0
+60.0
$0.0
+60.0
$0.0
+60.0
�0.0
61"
1/a �/r�/a
12.038 -18.302
+80.0
-80.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
�0.0
+60.0
-6D.0
�3 1 3-1/3
16.303 - 20.675
+60.0
-60.0
+B0.0
$0.0
+60.0
-60.0
+60.0
$0.0
+60.0
$0.0
+Bb.O
-80.0
1/4-�/2-9/
12.038-20.052
+60.0
-60.0
+60.0
•60.0
+60.0
-60.0
+60.0
�0.0
+60.0
-60,0
+51.9
-51.9
76"
custom
20.053-22.185
+60.0
�0.0
+60.0
�0.0
+60.0
-60.0
+60.0
-60.0
+60.0
�0.0
+60.0
-80.0
1/3-�/3-1 s
22.186 - 25.675
+60.0
-80.0
+60.0
�0.0
+60.0
�0.0
+60.0
-60.0
+60.0
-60.0
+60.0
�0.0
�/4 1/Z-�/a
- 24.082
+60.0
-fi0.0
+60.0
�0.0
+60.0
-6D.0
+58.2
58:2
+53.9
53.9
+48.7
�t8.7
92-1/8"
custom
24.083 - 26..185
+60.0
-60.0
+60.0
-60.0
+8b.0
-80.0
+60,0
-60.0
+60.0
-60.0
+57.8
�7.8
%r�/3 %
26.18t3 - 31.038
+60.0
�0.0
+60.0
-60.0
+6D.0
-60.0
+6D,0
-&0.0
+60.0
-60.0
+60,0
�0.0
�/r1/a
- 25.302
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+58.2
�8.2
+53.9
-53.9
+48.7
�8.7
97"
custom
25.303-27.185
+60.0
•60.0
+60,0
-60.0
+60.0
-60.0
+80.0
�0.0
+60,0
-80.0
+55.5
-55.5
custom
27.186 - 31.038
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
•80.0
+60.0
-60.0
+58.6
-58.6
-28.302
+60.0
�0.0
+6D.0
�0.0
+60.0
�0:0
+5t3.2
58.2
+53.9
�3.9
+48.7
�8.7
109"
custom
28.303 - 29.185
+60.0
�0.0
+60.0
•80.0
+60.0
�0.0
+60.0
�0.0
+59.8
-59.8
+51,3
�1.3
Custom
29.186 - 31.038
+60.0
�0.0
+60.0
-60.0
+60.0
�0.0
+80.0
-60.0
+80.0
-80.0
+52.5
�25
120"
- 31.038
+60.0
-80.0
+60,0
-60.0
+6D.0
-60.0
+58.2
-58.2
+53.9
-53.9
+48.7
-48.7
PRODUCT REVISED
as carep with the Florida
Building G.000
NOA-No. 20-040B.04
A) NO CHANGES THIS
SHEET.
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a
Overall
Width
Sash
Configuration
Width
Range (in)
Glass Types: 2, 3
Design Pressurre pbslf) for XOX windows Meeting Rail: Standard
214ff Overall W.
29" Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
67 Overall Hgt.
12.M8-12.052
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0 1
-80.0
+65.0
-80.0
+65.0
-80.0
44"
�/3-Y/-1/
12.053-15.008
+65.0
-e0.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
1/IY �/a
12.038-13.302
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-60.0
+65.0
-80.0
49"
13.303-16.675
+65.6
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
/a-Y2-Y4
12.038-14.333
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-MO
+65.0
•80.0
+65.0
•80.0
53-1/8"
% -�/ 1/3
14.334-18.050
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
�4-1/r1/ 112.038
-16.302
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
61"
16.303 - 20.675
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
-1/,J/ -/
112.038 - 20.052
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
76"
custom
120.053 - 22.185
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
22AN-25.675
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
y yry4
-24.082
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
92-1/8"
custom
24.083 - 26A85
+65.0
-80.0-
+65.0
-80.0
+65.0
-10.0
+65.0
-80.0
+65.0
-80.0
+65.0
80.0
Y3-V,�/3
28.186 - 31.048
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
Y �2-Y4
"-25.302
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
97"
custom
25.303-27.185
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
1 +65.0
-80.0
27.186 - 32.675
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
--28.302
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
109"
custom
28.303 - 30.185
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
,80.0
+65.0
-80.0
+65.0
-80.0
Y3 Y3-Y3
30.186 - 36.675
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
%-Y2-1/a
"' - 29.463
+65.0
-80.0
+65.0
-80.0
+65.0
-60.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
113-5/8"
custom
29.404 - U 185
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0-
+65.0
-80.0
+65.0
-80.0
Y �3-Y3
33.186 - 38.222
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
% -/4
"" - 31.052
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
80.0
E��
120"
custom
131.053 - 33.185
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
custom
133.186 - 38.222
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
1 +65.0
-80.0
- MIN. SASH WIDTH (FLANGE INDOWS) = OVERALL WIzDTH - 59.959 .
"MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) - OVERALL V41DTH-s7.m
2
NOTES:
1) OVERALL (nP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND
EQUAL -LEG WINDOWS, SUBTRACT t" FROM THETIP TO TIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SM
2) FOR SIZES NOTSHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE
U8" HS GLASS
.09D" PVB
118" HS GLASS
EXTERIOR
a
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GLASS BITE
3116" AN GLASS
ire NOUL
GLASS SITE
GLASS TYPE 3
PRODUCT REVISED
as comp with the Florida
Balldl.9 ria
NOA-No. 2043406.94
Iratlon Dot'. 8/23/2023
By:
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70.73
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GLASS TYPE 7 (TEMPERED)
•• MIN. SASH WIDTH (FLANGE WINDOWS) - OVERALL
WIDTH-68.5%
^-80.0 FOR GLASSTYPE7
2
e-75.0
FOR GLASS TYPE 7
•• MIN. SASH WIDTH (FIN R EQUAL -LEG WINDOWS) = OVERALL
WIDTH
- 57,556
2
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND
EQUAL -LEG WINDOWS, SUBTRACT
I'FROM THE TIP TO TIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SIZE
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE
Overall
Width
Sash
Configuration
Sash
Range (in)
Glass Types: B, 7
Design Pressure (Ibsffl�) for XOX WlndowS Meeting Rail: standard
21-1l8" Overall Hgt.
29" Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
44"
12.038-12.052
+65.0
-80.0
+65.0
-80.0
+65.0
-50.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
I3 �/s-�9
12.053-15.008
+65.0
-80.0
+65.0
$0.0
+65.0
-80.0
+65.0
-80.0
+65.0
$0.0
+85.0
$0.0
49"
�/r�/a
12.038-13.302
+65.0
-80.0
+65.0
�U.O
+85.0
�0.0
+85.0
�0.0
+65.0
-80.0
+65.0
-80.0
%y-T/3-%3
13.303-18.675
+65.0
-80.0
+85.0
�0.0
+65.0
�0.0
+65.0
-80.0
+65.0
-80.0
+g5.0
-80.0
53-118"
�/ �/
12038-14.333
+65.0
-80.0
+65.0
-SD.O
+65.0
-80.0
+65.0
�0.0
+65.0
-80.0
+65.0
4j0.0
14.334-18.050
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+85.0
-80.0
+65.0
�0.0
+85.0
-80.0
81"
�/a-�/2-�/a
12.038-18.3D2
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
�0.0
+65.0
-80.0
+85.0
430.0
T/a-�/3 i/3
16.303 - 20.675
+65.0
-80.0
+65.0
-80.0
+65.0
$0.0
+65.0
$0.0
+65.0
-80.0
+65.0
$0.0
�/a-%z-�/a
12038 - 20.052
+65.0
-80.0
+65.0
-80.0
+85.0
-80.0
+65.0
-80.0
+85.0
-80.0
+65.0
-729g
76"
custom
20.053 - 22.185
+65.0
-80.0
+85.0
-80.0
+65.0
-B0.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
�/3 �/3 �/3
22.188 - 25.875
+65.0
$0.0
+65.0
-80.0
+65.0
$0.0
+65.0
$0.0
+65.0
$0.0
+65.0
$0.0
�/a-�/a-�/a
'" - �•082
+65.0
-80.0
+65.0
-60.0
+65.0
-80.0
+65.0
-80.0
+65.0
74:1A
+65.0
�7.58
92-1I8"
custom
24.083 - 26.185
+65.0
-80.0
+B5.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
�0.0
�/3-�/3 �/3
26.186 - 31.048
+65.0
-80.0
+65.0
-80.0
+85.0
-80.0
+65.0
$0.0
+65.0.
-B0.0
+65.0
�0.0
��%2 �/a
�-25.302
+65.0
-80.0
+65.0
$0.0
+65.0
-80.0
+65,0
�D.O
+65.0
74.1^
+65,0
-67.5g
97"
custom
25.303 - 27.185
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
�0.0
+65.0
�0.0
+65.0
77.9
27.186 - 32.675
+65.0
$0.0
+65.0
$0.0
+65.0
-80.0
+65.0
-80.0
+65.0
$0.0
+85.0
-80.0
- 28.302
+65.0
-80.0
+.65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-74.1A
+85.0
-67.5g
109"
custom
28.303 - 30.185
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
72.D
�/s �/3-�/3
30.186 - 3B.675
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.Q
75.8
�/4 �/2 �/4
" - 29.463
+65.0
-80.0
+65.0
�0.0
+65.0
-80.0
+65,0
-80.0
+65.0
-74.1A
+85.0
-87.58
1135/8"
custom
29.464 - 33.185
+85.0
�0.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
�0.0
+65.0
70.6
�/3 �/
33.186 = 38.222
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+B5.0
-80.0
+65.0
+85.0
-76.9
�/a-�/2 �/a
'� - 31.052
+65.0
-80.0
+85.0
�0.0
+65.0
�0.0
+65.0
-80.0
+g5,0
-74.1^
+85.0
-67.5g
120"
custom
31.053 - 33.785
+65.0
-80.0
+85.0
�0.0
+65.0
-80.0
+65.0
-80.0
+65.0
-75.7
+65.0
-68.4
custom
33.186 - 38.222
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
�0.0
+65.0
-71.3
PRODUCT REVISED
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30
23
t/i NOM.
GLASS BRE
EXTERIOR
a
74
32 GLASS TYPE 8
13118" NOM.
GLASS STACK
AIRSPACE -090' SG
118" AN OR
TP GLASS 3N6' AN GLASS
31 74
1�OR 1 12'NOM
GLASS SITE
EXTERIOR
a
70-73
®OR
GLASS TYPE 10 (ANNEALED)
GLASS TYPE 11 (TEMPERED)
GLASS TYPES 8 -15
MAY NOT BE USED
WITH INTEGRAL FIN
• FRAMES
"MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL
WIDTH
-58.556
2
"MIN. SASH WIDTH (EQUAL -LEG WINDOWS)=
OVERALL WIDTH
-57.556
-
2
NOTES:
1) OVERALL ('Tip TO TIP) DIMENSIONS SHOWN. FOR EQUAL•LEG
WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SRE
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE Ste.
Overall
Width
Sash
Configuration
Sash
Width
Range On)
Design Pressure Ibslz forXOX Windows Glass Types: 8, 10, 11
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21-1/8" Overall Hgt.
29" Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55" overall Hgt.
63" overall Hgt.
%4--%z-%a
12038-12.052
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80,0
-110.0
+80.0
-110.0
+80.0
-110.0
44"
�g--�/3 �/g
12.053-15.008
+80.0
-110.0
+SO.D
-110.0
+80.0
-110.0
+80,0
-110.0
+80.0
-110.0
+80.0
-110.0
12038-13.302
+B0.0
-110.0
+80.0
-110.0
+80.0
-11D.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
49"
13.303-18.875
+80.0
-110.0
+80.0
-11.0.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
1/4 %%4
12.038-14.333
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
53-1/8"
14.334 - 18.050
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
��?/Z 1/a
12.038-18.302
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
61"
�3 1/3-1/3
16.303 - 20.875
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+g0.0
-110.0
1/4 �/2 �/
12.038 - 20.052
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+60,0
-110.0
+80.0
-99.2
76"
custom
20.053 - 22185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-11D.0
+80.0
-110.0
+80.0
-110.0
1/3-t/3-1/a
2Z.186 - 25.675
+80.0
-110.0
+B0.0
-110.0
+80,0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
- 24.082
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+SD.O
-101.0
+8D.0
-90.5
92-7/8"
custom
24.083 - 28.185
126.186
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.D
+80.0
-110.0
+80.0
-105.2
�/3-�/3-1/3
- 31.048
+B0.0
-110.0
+80.0
-110.0
+80,0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
102.3
t� �/r�/a
"+ _ 25,302
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-101.0
+80.0
�0.5
97"
custom
25.303 - 27.185
+80.0
-110.0
+80.0
-110.0
+60.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-102.7
t/3-�3 �/3
27.186 - 32.675
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+B0.0
-98.9
1/4 �� �/
- 28.3D2
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-101.0
+80.0
-90.5
109"
custom
28.303 - 30.185
130.186
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.D
-110.0
+80.0
-110.0
+80.0
-97.3
1/3-%a �/s
- 36.675
+8D.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-92.9
�/a-�� �/4
- 29.483
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0.
-101.0
+80.0
-90.5
1135/B"
custom
29.464 - 33.185
+80.0
-110.0
+80.0
-110.D
+80.0
-110.0
+80.0
-110.0
+80.0
-108.5
+80.0
-94.1
�/ �/3 ��
33.186 - 38.222
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-92.3
�a-�/2-�/a
- 31.052
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-101.0
+80.0
-90.5
120"
custom
31.053 - 33.185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+8D.0
-102.9
+80.0
-81.5
custom
33.186 - 38.222
+80.0
-710.0
+80.0
-170.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-90.6
PRODUCT REVISED
as comp Ongg with the Florida
Building odi
A) NO CHANGES THIS
SHEET.
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S��NALIIJI)1E%0
A LYNN MILLER, P.E.
P.Ee 58705
Overall
Width
Sash
Configuration
Sash
Width
Range (in)
Design Pressure bsK for XOX Windows Glass Types: 9, n rd 14, 15
9 � � Meeting Rail: Standard
21-118" Overall Hgt.
29" Overall Hgt. I
37" Overall Hgt.
49" Overall Hgt.
SY Overall Hgt.
W' Overall Hgt.
12.038-12.052
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
44"
12.053-15.008
+80.0
-110.0
+80.0
41.0.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
410.0
12.038-13.302
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
49"
1/3_1/3 J/3
13.303-16.675
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
-1.10.0
+80.0
-110.0
+80.0
410.0
12.038 - %333
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
53-1/8"
% 3 J/3-1
/3
14.334-18.050
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+60.0
-110.0
1/4 Y2-1/4
12.038-16.302
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
81"
�/3-1/3 Y3
16.303-20.675
+8M0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
410.0
Y4-�/2-1/4
12.038 - 20.052
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
410.0
76"
custom
20.053 - 22.185
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
1/3 1/3 1%
22-186 - 25.675
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
410.0
24,082
+80.0
-110.0
+80.0
410.0
+60.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
-106.T
92-1/8"
custom
24.083 - 26.185
+80.0
-110.0
+80.0
410.0
+$0.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
1/3-1/3_Y3
26.186 - 31,048
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
%.1/ -1/4
" - 25.302
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
416.0
+80.0
406.7"
97"
custom
25.303-27.185
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
1/,1/3-1/3
27.188 - 32.675
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
%4 '% J/4
"` - 28.302
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
406.7•
109"
custom
28.303 - 30.185
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
30.186 - 36.675
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
% 1� �/4
"--29A63
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
-106.7•
1135/8"
custom
29.464 - 33.185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
�110.0
+80.0
410.0
%/ :1/3_1/
33.186 - 38.222
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
410.0
+80.0
-110.0
1/4-1/2-1/
- - 31.052
+80.0
410.0
+80.0
-110.0
+80.0
-110,0
+80.0
-110.0
+80.0
-110.0
+80.0
406.7'
120"
custom
31.053 - 33.185
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-107.8
custom
33.186 - 38.222
+80.0
410.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
1410.01
+80.0
1 -110.0
•• MIN. SASH WIDTH (FLANGE WINDOWS) v OVERALL W117TT1-5S.556
2
-MIN. SASH WIDTH(EQUALa.EG WINDOWS)= OVERALL WIDTH-57,556
2
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN.. FOR EQUAL -LEG
WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SM
2) FOR 82ES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE
'GLASSTYPLS8-15
MAY NOT BE USED
WITH INTEGRAL FIN
• FRAMES
-3M(I• HS GLASS
ins' HS GLASS
IW NOM.
GLASS SITE
v GLASS TYPE 9
13/16" NOM.
'
1 GLASS STACK
AIRSPACE
SG
IIW AN OR
TP GLASS
W HS GLASS
31
)OR 1
CG-LASS
EXTERIOR
)OR 3
GLASS TYPE 12 (ANNEALED)
GLASS TYPE 13 (TEMPERED)
13116" NOM.
GLASS STACK.
AIRSPACE
.09(" SG
3N6'AN OR
TP GLASS
IM-HSGLASS
)OR
EXT
f30E
�OR
GLASS TYPE 14 (ANNEALED)
GLASS TYPE 15 (TEMPERED)
PRODUCT REVISED
as compnYa with the Florida
oullding oda
A) NO CHANGES THIS
SHEET.
0
rc JR - 03/11/20
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No. 58705
ST ' '
ATE OFF
'ONAL ENv�`
A7111111111111
A LYNN MILLER, P.E.
P.E858705
Anchor Quantities for XO & OX Windows Glass Types: 1 thru 7
Meeting Rail: Standard
Overall
Width
21-118' Overall Hgt.
3r Overall Hgt.
49" Overall. HgL
55" Overall Hgt.
63" Overall Hgt.
Head & Sill
Head & Sill
jMI+C2+l
ill
E
Head & Sill
W
Head & Sill
20"nI+C2+1
2
1+C2+1
23
1+C2+1
3
1+C2+1
3
26"2
1+C2+1
23
1+C2+1
3
1+C2+1
3
372
1+C2+1
23
1+C2+1
3
1+C2+1
3
49"2
1+C2+1
23
1+C2+1
3
1+C2+1
3
61"
2
1+C2+1
23
1+C2+1
3
1+C2+1
3
67"
1+C2+1
2
1+C2+1
23
1+C2+1
3
1+C3+1•
3
74"
1+C2+1
2
1+C2+1
2
3
1+C2+1
3
1+C3+1 •
3
Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15
Meeting Rail: Standard
Ova I
Width
21-1/8" Overall Hgt.
37" Overall Hgt.
41P Overall HgL
55" Overall Hgt.
63" Overall Hgt.
Head &Sill
Head & SN
E
Head & Sill
1ca
m
Head &Sill
E
Head &Sill
20"
1+C2+1
2M2+C2+2
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
25"
1+C2+1
22
1+C2+1
3
1+C2+1
3
1+C2+1
3
37"
1+C2+1
22
1+C2+1
3
1+C2+1
3
1+C2+1
3
49"
1+C2+1
22
1+C2+1
3
1+C2+1
3
1+C3+1
3
61"
1+C2+1
22
1+C2+1
3
1+C3+1
3
1+C3+1
3
6r
1+C2+1
22
2+C2+2
3
2+C3+2
3
2+C3+2
3
74"
2+C2+2
2
2+C2+2
2
2+C2+2
3
2+C3+2
3
2+C3+2
4
GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS:
ANCHORS
AT THE
SASH
CLUSTER OF 3
ANCHORS
CENTERED ATTHE
MEETING RAIL
2ANCHORS AT
THE FIXED LRE
4ANCHORS
IN THE
•tea
23' MAX. {O.C.
----
-
- ----
V MAX.
z2-trz•
lv; (.O.C.
MEEnNG RAIL
REPEAT ANCHOR PATTERN AT SILL
12' MAX. O.C.
2-ANCHOR
CLUSTER DETAIL
Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15
Meeting Rail: Heavy -Duty
Overall
21-1/8" Overall HgL
37" Overall Hgt.
49" Overall HgL
55" Overall Hgt.
63" Overall Hgt.
76" Overall Hilt
Width
Head & Sill
m
>
Head & Sill
m
>
Head & Sill
E
,
Head & Sill
E
Head & Sill
a
Head & Sill
20"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
4
25"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
4
37'
1+C2+1
21
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
31
1+C3+1
4
49"
1+C2+1
21
1+C2+1
12
1+C2+1
3
1+C2+1
3
1+C3+1
31
1+C3+1
4
61"
1+C2+1
21
1+C2+1
12
1+C2+1
3
1+C3+1
3
1+C3+1
31
1+04+1
4
67"
1+C2+1
21
2+C2+2
121
2+C2+2
131
2+C3+2
13
2+C3+2
31
2+C4+2
4
76"
2+C2+2
2
2+C2+2
2
2+C3+2
3
2+C3+2
3
2+C3+2
4
2+C4+2
5
S' MAX. O.C. r—
3-ANCHOR
CLUSTER DETAIL
4' MAX. O.C. I
LI
4-ANCHOR
CLUSTER DETAIL
NOTES
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION INTHE TABLE
TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
PRODUCT REVISED
as complying with tha Florida
Eu1WIno Code
NOA�Io. 204MM.04
iration Date• 8 2312023
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No. 58705
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ONAL ISNG�•
A LYNN MILLER, P.E.
OwFail
Width
Sash
Configuration
Sash
Width
Range m
9 C)
Anchor Quantities for XOX Windows Glass Types: 1, 4, 5
Meeting Rail: Standard
1418" Oterall HgL
29" Overall Hilt.
1 37" Overall HgL
49- Overall HgL
55° Chervil Hgt.
63" Overall Hgt.
Head & Sill
A Head & Sill E
Head & Sill E
Head & Sill E
Head 8 Sill m
Head & Sill
/4- r/4
12-038-12.052
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1 21
1+C2+1+C2+1 3
1+C2+1+C2+1
3 1+C2+1+C2+1
3
44"
12053-15.008
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1 2
1+C2+1+C2+1 3
1+02+1+C2+1
3 1+C2+1+C2+1
3
�/4 �%
17-038-13.302
1+C2+1+C2+1
2 t+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
49'
r r� s
13.303-16.675
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+CC'2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
%-%J/4
12.038-14.333
1+C2+1+C2+1
2 1+C2+1+C2+t
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
53-1/8°
art r1/a
14.334-18.050
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
�/a Y_-t/4
12-038-.16.302
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
61°
/a �/r 3
16.303-20.675
1+C2+1+C2+1
21 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
31 1+C2+1+C2+1
3
1203B-20.052
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3
76"
custom
20.053 - 22-185
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
%a-y3 a
72.186-25.675
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
Ya--Y22 j/4
--24.082
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1
3
92-118"
custom
24.083-26.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+(2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3
26.186-31.036
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+t
3
°'-25.302
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1
3
97'
custom
25.303 - 27.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3
custom
27.186-3t038
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3
N120"
Y4 Y2-t/4
--28.302
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+(2+3+C2+1
3
109"
custom
28.303 - 29.185
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1
3
custom
29.186-31.038
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1
3
'/4 J/2 Y4
'°-31.038
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1
3
" MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -57.924
2
" MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924
2
NOTES:
1) OVERALL MP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT V FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW Ste.
2) FOR SUES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SM
12' MAX O.C.-r•---�•I
2-ANCHOR
CLUSTER DETAIL
9° MAX.
X
REPEAT ANCHOR PATTERN ATSILL
PRODUCT REVISED
as complying with the Florida
Building Code
A) NO CHANGES THIS
SHEET.
JR - 03M 1/20
Y
Q
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Na
It
O
o
C9 N
aaoo
O
0.
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Z
W
Z
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(? U d
J
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sma
W
n > .
v
V!
W
W
O
O
N
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2
Z
Q
nays
0
ca'
j
Q
c
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Z
Occ
n
g
J
Q
Z
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=
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—g
saves
BONY LYNA,
NO.58705�
��17 •�ST E F�(-
��'�s;�NAL I�N.�`�•
A LYNN M LLEP, P.E.
P.E85M
TAPI F 1N-
Cherail
Width
Sash
Configuration
Sash
Width
Range n)
Anchor Quanliles forXOX Windows Glass Types. 2, 3, 6, 7
Meeting Rap: Standard
21-118" 0wail HgL
29" OAerall HgL
37" Oaerall Hgt.
49" OAerall H9t
55" Ommll HgL
Sr Overall Hgt.
Head & Sill
Head & Sill
m Head & Sill
Head & SIII
EHead & SW
Head &Sill
E
44"
�� �r�/a
12038-12.052
1+C2a 1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+(2+1
3 1+C2+1+C2+1
3 1+C2-. 2+1
3
1/3-�/3-1/3
12.053-15.008
1+C2+1+C2+1
2 i+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
49"
%%r%4
12.038-13.302
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+(x+1+C2+1
3 1+C2+1+C2+1
3
Ya Y3 Y3
1&303-16.676
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+02+1
+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
53-1/8"
Yi YrY4
12.038-14.333
1+C2+1+C2+1
2 1+C 2+1+C2+1
2 1+C2+1+C2+1
+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
% �/3 Y/3
14.334-18.0550
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C 2+1+C2+1
+C2+1+C2+1
t21+C2+1+C2+1
3 1+C2+1+C 2+1
3 1+C2+1+C2+1
3
61"
1/4 %—Y4
12038-16.302
1+C2+1+C2+1
2 1+C2+1+C 2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
16.303 -20.676
1+C 2+1+C 2+1
2 1+C2+1+C 2+1
2 1+C2+1+C2+1
+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
12038-20.052
1+C2+2+C2+1
2 1+C2+2+C2+1
21 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3
76"
custom
20.053 - 22185
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+•t+C2+1
2 1+C2+1+C2+1
3 1+C 2+1+C2+1
3 1+C 2+1+C2+1
3
1/3-1/3 Y3
22.166 - 25.675
1+C2+1+C2+1
2 1+C2+1+C 2+1
2 1+C 2+i+C2+1
2 1+C 2+1+C2+1
3 1+C 2+1+C2+1
3 1+C 2+1+C2+1
3
%4 %r%
- -24.082
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C3+3+C3+1
3
92-1/8"
custom
24.083-26.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1
3
26.186.-31.048
1+C2+1+C2+1
21 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C 2+1
3 1+C2+2tC2+1
3 1+C 3+2+C3+1
3
- -25.302
1+C2+3+C2+1
2 1+C2+3+C2+1
21 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C3+3+C3+1
3
gr
custom
25.303-27.185
1+C2+2+C2+1
2 1+C2+2+C2+1
21 1+C2+2+C2+1
2 1+C 2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1
3
%-%3 Yh
27.186 - 3Z675
1+C2+1+C 2+1
2 1+C 2+2+C2+1
21 1+C2+2+C 2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1
3
"/4-1/s-1/4
"" - 28.302
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+02+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C 3+3+C3+1
3
107
custom
28.303 - 30.186
1+C2+3+C2+1
2 1+C2+3rC 2+1
2 1+C2+3+C2+1
2 1+C 2+3+C2+1
3 1+C 2+3+C2+1
3 1+C 3+3+C3+1
3
Y3-Y3-Y
30.188-36.675
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1
3
%.-� 1
""-29.463
1+C2+3+C 2+1
2 1+C2+3+C2+1
2 1+C2+3+C2ri
2 1+C 2+3+C 2+1
3 1+C2+3+C2+1
3 1+C3+3+C3+1
3
113-5/8"
custom
29.464 - 33.185
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C3+3+C3+1
3
1/-t/,%
3& 186 - 38.222
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C 3+2+C3+1
3
1/a-t/rt%
"-31.052
1+Cx+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+02+1 j
3 1+C3+3+C3+1 j
3
120"
custom
31.053 - 33.185
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C3+3+C3+1
3
custom
33.186 - 38.222
1+C 2+2+C 2+1
2 1+C 2+2+C 2+1 121
1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+3+C2+1
31 1+C3+3+C3+1
3
"MIN. SASH WIDTH(FLANGE WINDOWS)= wuw�4 w�u�n-as.aau
2
"MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 67.656
2
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE
1rMAX. O.C. I �----�
2-ANCHOR
CLUSTER DETAIL
8" MAX. O.C. - ] f •+—
3-ANCHOR
CLUSTER DETAIL
GUIDE TO USING ANCHOR QUANTITY
TABLES FOR XOX WINDOWS:
PRODUCT RlVISeD
as eompying with the Florida
Suilding odo
NOA-No. 20-0406.04
Ex Iratlon Date 8123l2023)
By. tti
Mlam ads Produ trol
A) NO CHANGES THIS
SHEET.
JR - 03/11120
LU
m 0 n"a
O o
0 N alu0 Q
O
Co
Z
0 93 w
LL
_LU
0 i
m
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cW^ N
o�� Z
z ixUi
W
O IQ- O
(K N
z 0 Q leap
F �
g C'1 Q
Z� o
O
g
J Z =
Q Q
a111 'tea se.
J lU9YRVRJ
1ANCHORAT CENTII3Re
ANCm TSB HANR
IN THE ``AA1111111!//�
ANCHC
THESASHci� 3ANCHORS ATJAMB
MEETING RAIL THE FIXED LrrE `� �
22-12°MAX. O.C. {I.� CHOR AT `.............`LC rMAE SASH No. 58705 t
z}
1 V MAX %�O ••� STA a� ' •�[/�
OR OF
r 7 R1
MEETING RAIL REPEATANCHOR PATTERN AT SILL'''SSj
A LYNN MILLER, RE
ovaran
Width
sass
Configuration
sash
Width
Range (In)
Anchor Quantities for XOX Windows Glass Types: 8, 10. 11Meeting Rail: standard
21-1/8" Overall Hgt.
29" Overall Hgt.
I 37" Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
Head & Sill
E Head & Sill
E Head & Sill ,�
Head & Sill
E Head & Sill
E Head & Sill A
44"
1 a--r14
12.038 -12-052
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
Y3-1/3-%
12053-15.008
1+C2+1+C2+1
2 1+C2+1+C1+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 'I+C2+1+C2+1
3 1+C2+1+C2+1 3
49"
1/ ?/ %
12.038-13.302
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
1/3-1/3 .:/
13.303-16.675
1+C2+1+C2+1
21 1+C2+1+C2+1
21 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
53-1/8"
Y2 ;/
12.038-14.333
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+CZ+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
_
14.334-18.050
1+C2+1+C2+1
2 1+C2+1+C2+1.
2-1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
61"
1/ %%
12.038-16.302
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1 3
1/3-Y3 1/3
16.303 - 20.675
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+C3+1 3
% %-
12.038-20.052
1+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C3+3+C3+1
3 1+C3+3+C3+1 3
76"
custom
20.053-22185
1+C2+1+C2+1
21 1+C2+2+C2+1
21 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1 3
1/3-1/3-1/
22.188 - 25.675
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1 3
Ya-1%-Y4
"-24.082
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
3 1+C3+4+C3+1
3 1+C3+3+C3+1 3
92-118"
custom
24.083 - 26.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1 3
26.186 - 31.048
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1 3
1/s 1/r1�
" -25.302
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+(2+1 12
1+C2+4+C2+1
3 1+C3+4+C3+1
3 1+C3+3+C3+1 3
97"
custom
25.303-27.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+3+C2+1
3 1+C3+3+C3+1
3 1+C3+2+C3+1 3
1/3-1/3-%
27.186 - 32.675
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1 3
1/%r%a
--28.302
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
3 1+C3+4+C3+1
3 1+C3+3+C3+1 3
109"
custom
28.303-30.185
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+t2+3+C2+1
2 1+C2+3+C2+1
31 1+C3+3+C3+1
3 1+C3+3+C3+1 3
1/3-1/3-:y3
30.188 - 36.675
1+C2+2+C2+1
2 2+C2+2+C2+2
2 2+C2+3+C2+2
2 2+C3+3+C3+2
3 2+C3+3+C3+2
3 1+C3+2+C3+1 3
�a 1/r1/a
" -29.463
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
3 1+C3+4+C3+1
3 1+C3+3+C3+1 3
113-5/8"1
custom
29.464 - 33.185
1+C2+3+C2+1
21 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C3+3+C3+1
3 1+C3+3+C3+1
3 1+C3+3+C3+1 3
Y3-1/3-Y3
33.186-38.222
2+C2+2+C2+2
2 2+C2+2+C2+2
2 2+C2+3+C2+2
2 2+C3+3+C3+2
3 2+C3+3+C3+2
3 2+C3+2+C3+2 3
?/r%
—-31.052
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
3 1+C3+4+C3+1
3 1+C3+3+C3+1 3
120"
custom
31.053 - 33.185
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1 12,
1+C3+4+C3+1
3 1+C3+4+C3+1
3 1+C3+3+C3+1 3
custom
33.186-38.222
2+C2+2+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2 121
2+C3+3+C3+2
3 2+C3+3+C3+2
3 2+C3+3+C3+2 3
"" MIN. SASH WIDTH(FLIWGE WINDOWS)= yv'110161. 12urn-w"'b"
"MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH-57,656
2
NOTES
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW Ste.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE Ste.
12" MAX. O.C.--I+--y
2-ANCHOR
CLUSTER DETAIL
6" MAX. O.C.
3-ANCHOR
CLUSTER DETAIL
GUIDE TO USING ANCHOR QUANTITY
TABLES FOR XOX WINDOWS:
1 ANCHOR AT ANCHORS ANCHORS _ _ IN THE
THE SASH CENTERED ATTHE 4CETERlD ATTHE�1M8
MEETING RAIL 3ANCHORS AETING RAIL
THE FIXED LIT22-1reMAX.O.C. 1 ANCHORAT9"MAX. 12". THE SASH
CL
-J 1-----J L- - 9" MAX.
/ X (X
MEETWG RAIL REPEAT ANCHOR PATTERN AT SILL
PRODUCT REVISED
as comp ngg ` ith the Florida
aulldia®
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SHEET.
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Pa#58705
TABLE 18:
Overall
Width
Sash
Configuration
Sash
Width
Range (n)
Anchor Quantities for XOX Windows Glass Types: 9, 12, 13, 14. 15
Meeting Rail: Standard
21-1/8" Overall Hgt.
29" Overall Hgt
37" Overall HgL
49" Overall HgL
55" Overall Hgt.
63" Overall Hgt.
a
Head & Sill
E Head & Sill
a
E Head & SIII
a
E
a
Head & SIII
IE Head & Sill
a a
Head $SIII m
44"
1/4-1/2-Y4
12.038-12.052
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2
1+C2+1+C2+1
3 1+C2+1+C2+1
31 1+C2+1+C2+1 3
12.053-15.008
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
49"
%4-1/z-%
12.038 -13.302
1+C2+1+C2+1
2 1+C2+1+C2+1
21 1+C2+1+C2+1
2
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
1/3-1/3-1/3
13.303-16.675
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
53-118"
y4 j/r�4
12.038-14.333
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
1/3-%3-%3
14.334-18.050
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
21
1+C2+1+C2+1 13
1+C2+1+C2+1
3 1+C2+1+C2+1 3
�4-Y--Y4
12.038-16.302
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2
1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1 3
1/3-%3-1/3
16.303 - 20.675
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2
1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C3+1+q+1 3
1/44/2-%
12.038-20.052
1+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2
1+C2+3+C2+1
3 1+C3+3+C3+1
3 1+q+3+C3+1 3
custom
20.053 - 22.185
1+C2+1+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2
1+C2+2+C2+1
3 1+C3+2+C3+1
3 1+C3+2+q+1 3
%3-1/3 %
22.186-25.675
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2
1+C2+1+C2+1
3 1+C3+1+C3+1
3 1+C3+1+C3+1 3
]92-1/f8r"
Y4-1/ %
""-24.082
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2
1+C2+4+C2+1
3 1+q+4+q+1
3 1+C3+4+C3+1 3
custom
24.083-26.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2
1+C2+2+C2+1
3 1+C3+2+C3+1
3 1+C3+2+q+1 3
1/3-1/3-1%s
26.186 -31.048
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2
1+C2+2+C2+1
3 1+C3+2+q+1
3 1+C3+2+C3+1 3
YY2-�4
"" -25.302
1+C2+3+C2+1
2 1+C2+3+C2+1
21+C2+3+C2+1
2
1+C2+4+C2+1
3 1+q+4+q+1
3 1+q+4+C3+1 3
custom
25.303-27.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2
1+C2+3+C2+1
3 1+C3+3+C3+1
3 1+C3+3+C3+1 3
27.186 - 32.675
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2
1+C2+2+C2+1
3 1+q+2+q+1
3 1+C3+2+C3+1 3
- 28.302
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+CZ+3+C2+1
2
1+C2+4+C2+1
3 1+C3+4+q+1
3 1+q+4+C3+1 3
109"
custom
28.303 - 30.185
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2
1+C2+3+C2+1
3 1+q+3+C3+1
3 1+ +3+C4+1 3
1/3-1/3-%
30.186 - 36.675
1+C2+2+C2+1
2 2+C2+2+C2+2
2 2+C2+3+C2+2
2
2+C3+3+C3+2
3 2+q+3+q+2
3 2+C4+3+C4+2 4
%/ Yi_%
"1 -29.463
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2
1+C2+4+C2+1
3 1+C3+4+C3+1
3 1+C4+4+G4+1 3
113-518"
custom
29.464 - 33.185
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2
1+C3+3+C3+1
3 1+C3+3+C3+1
3 1+C4+3+C4+1 3
1/3 Y3-1/3
33.186 - 38.222
2 2+C2+3+C2+2
2
2+C3+3+C3+2
3 2+C3+3+C3+2
3 2+C4+3+C4+2 4
-31.052
A2+C2+2+C2+22+C2+2+C2+2
+C2+3+C2+1
2 1+C2+3+C2+1
2
1+C2+4+C2+1
3 1+C3+4+C3+1
3 1+C4+4+C4+1 3
custom
31.053 -33.185
1+C2+3+C2+1
2 1+C2+3+C2+1
2
1+q+4+q+1
3 1+q+4+q+1
3 1+C4+4+C4+1 3
custom
33.186 - 38.22'2
2+C2+3+C2+2
2 2+C2+3+C2+2
2
2+q+3+q+2
3 2+C3+3+q+2
3 2+C4+3+C4+2 4
"" MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH-58.556
2
— MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH -57.6%
2
NOTES:
1) OVERALL (nP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
GUIDE TO USING
ANCHOR QUANTITY
TABLES FOR XOX
WINDOWS:
22-12" MAX.1
9" MAX
12" MAX. O.C.
2 ANCHOR
CLUSTER DETAIL
6" MAX. O.C.
3-ANCHOR
CLUSTER DETAIL
4• MAX. O.C. —�•1 �+
4ANCHOR
CLUSTER DETAIL
-X -
9 MAX.
REPEAT ANCHOR PATTERN AT SILL
PRODUCT REVISED
as ea 11CP with the Florida
Building Cade
NOA-No. 20-0406.04
Ira !on Date- t3123f2023
By:
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INSTALLATION OPTION 1 INSTALLATION OPTION 2
ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME
OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETEICMU.
1/4' MAX. SHIM �•�—
EDGE DISTANCE EMBEDMENT I SEE TABLE
NOTE B, FOR
HEAD TYPE
1!4" MAX. EMBEDMENT EDGE .
SHIM DISTANCE
l'l
OVERALL
HEIGHT
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SHIM .a...
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TYP. ANCHOR TYPE,
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DISTANCE PER SUBSTRATE,
SEE TABLE 19.
C9. 59:1
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X SUCKSTRIP
INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET.
1W MAX. SHIM I
EMBEDMENT
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LIGHT WIDTH
72
T
EDGE
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DISTANCE
35
FIXED VISIBLE
EXTERIOR
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�TYR ANCHOR TYPE•
EMBEDMENTAND EDGE I
14 15
TYP.ANCHORTYPE,
EMBEDMENT AND EDGE
OVERALI• WIDTH
DISTANCE PER —
DISTANCE PER
SUBSTRATE, SEE TABLE 19
BNOTTEE B FOR SEE
HORIZONTAL SECTION A -A
8 NOTE B FOR HEAD TYPE
(SHOWN WITH I.G. GLAZING)
VISIBLE
LIGHT
1/4' MAX. SHIM
HEIGHT
4
OPTION 4
FFRINSTALLATION
H
FRAME INTO METAL
6'LENGTH,CENTERED
AT MEETING RAIL,
ANCHORED WITH (4)
ISCREWS, (Pd60).
ONLY REQUIRED IF
OVERALL HEIGHT IS
OVER 63'.
HORIZONTAL SECTION C-C
(SHOWN WITH MONO. GLAZING)
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE
OF THE WINDOW.
". EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE.
�• 19. ALL WOOD BUCKS LESS THAN 14/4' THICK ARE TO BE
r; -_ •: CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE
INSTALLATION OPTION 2
ANCHOREDTHROUGHFRAME
DIRECTLY INTO CONCRETE(CMU.
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE
WOOD BUCKS DEPICTED AS 2X ARE 14W THICK OR GREATER. IX
T�ANCHOR TYPE,
AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
EMBEDMENT AND EDGE
TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN
DISTANCE PER SUBSTRATE,
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
SEE TABLE 19.
ORARCHTTECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPFNINGI IS MFASURFO FROM RFAnwr Tn RFAnimn
VERTICAL SECTION B-B
EXTERIOR
V
' MIAMI-DARE APPROVED MULLION, FBC
COMPLVWTALUMINUMISTEEL FRAMING
OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL SEE SUBSTRATE
PROPERTIES, TABLE 19.
Anchor
Substrete
Min. Edge
Min.
Distance
Embedment
Southern Pine (SG=0.55)
9116"
113/8'
012 Steel,
or 410
Akrminum, 6063•IB min.
3/8'
0.063"
SS Scrfewew
SS
A36 Steal
310"
0.063'
Steel Stud, Gr. 33 min.
318"
TOW (18 Ga)
Concrete (min. 3.35 ks)
1"
I-W4"
1/4' 410 SS
CreteFlex
Ungrouted CMU, (ASTM C-M)
2-12'
14M
Southem Pine (SG=0.55)
1"
1.316"
1/4" Steel
Concrete (min. Z85 ksi)
1'
13/8'
Ultraeon
Ungrouted CMU, (ASTM C430)
2-12"
14/4•
Southern Pine (SG=0.55)
V.
13W
1/4" Steel
Concrete (min. 3.00 ksq
1316"
1-18"
Ultraeon+
! ngnwted CMU, (ASTM C-9D)
Southern Pine (SG=0.55)
1•
13Ie"
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE 19.
A) MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE
B) USE ONLY FLATHEAD
ANCHORS IN HEAD AND
SILL PANIHEXIFLAT HEAD
TYPE IS ALLOWABLE FOR
ANCHORS IN THE JAMBS-
C)'UNGROUTED CMU"
VALUES MAY BE USED FOR
GROUTED CMU
APPLICATIONS.
PRODUCT REVISED
as complying with the Florida
Building Code
A) REVISED ANCHOR
TYPE TABLE.
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INSTALLATION OPTION 1
ANCHORED THROUGH FRAME INTO 2X WOOD FRAME
OR BUCKSTRIP. SEE NOTE 2, THIS SHEET.
EDGE DISTANCE
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETEA MU.
{�--• lWMAX.SHIM
EMBEDMENT
t!4' MAX. I T 7 w •. , t ;`'.
SHIM EMBEDMENT EDGE
DISTANCE
aEMBEDMENT
P. ANCHOR TYPE,
AND EDGE
TANCE PER SUBSTRATE,E TABLE 20.
32" LENGTH,CENTEREDBOVE.SASH
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER
SUBSTRATE, SEE TABLE 20
& NOTE B FOR HEAD TYPE.
VISIBLE
LIGHT
HEIGHT �••� 6�J
HEIGHT
6- LENGTH, CENTERED AT
MEETING RAIL
ANCHORED WITH (4)
SCREWS, (Pa760). ONLY
REQUIRED IF BUCK
HEIGHT IS OVER 62'.
114" MAX.
•
SHIM
•'�
EMBEDMENT
4;
EXTERIOR
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
INSTALLATION OPTION
DISTANCE PER SUBSTRATE,
SEE TABLE 20.
ANCHOREDTHROUGHFRAME
DIRECTLY INTO CONCRETEICMU.
VERTICAL SECTION B-B
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X BUCKSTRIP
INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET.
I-+--• 1/4' MAX. SHIM
B I EMBEDMENT
SASH VISIBLE 12 1--T
LIGHTWIDTH
471:;:�•`., EDGE
17 DISTANCE
FD(ED VISIBLE
LIGHTWIDTH
e� EXTERIOR
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T BUCK WIDTH
HORIZONTAL SECTION A -A
(SHOWN WITH I.G. GLAZING)
EXTERIOR
V
MIAMFDADE APPROVED MULLION, FBC
COMPLIANT ALUMINUMISTEEL FRAMING
HORIZONTAL SECTION C-C OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL SEE SUBSTRATE
(SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 20.
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 20. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE
OF THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
20. ALL WOOD BUCKS LESS THAN 1-12' 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 1-12' THICK OR GREATER 1X
AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
TYP. ANCHORTYPE,
EMBEDMENT AND EDGE
DISTANCE PER.
SUBSTRATE, SEE TABLE 20
& NOTE 8 FOR HEAD TYPE.
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
Southern Pine (SG=0.55)
w18"
1-w
i112 Steel
1SA or
Aluminum, 6063-75 Min.
318"
0.06Y
ss scw
Screw
A36 Steel
310"
0.063,
Steel Stud, Gr. 33 min.
318"
0.045" (18 GO)
Concrete (min. 3.35 ksq
1'
1-w
1W 410 SS
(aeteFlex
Ungmuted CMU, (ASTM C-90)
2-12"
1-1I4"
Southern Pine (SG-0.55)
1'
11-3I8"
114" Steel
Concrete (mhl 2.85 ksl)
1"
1-3w
U,,con
Ungrauted CMU, "TM CAD)
2-12"
1414"
Southern Pine (SG--0.55)
1"
1-w
Concrete (min. 3.00 ksp
1-ame,
1-I8'
1/4" Steel
1w ateomw+
Unglouted CMU, (ASTM C-90)
1-12"
1 -V4'
Southern Pine (SG=0.55)
1'
1-w
114- MAX. SHIM
INSTALLATION
OPTION 4
ANCHOREDTHROUGH
FRAME INTO METAL
TYP. ANCHOR TYPE,
EMBEDMENTAND
AGE DISTANCE
PER SUBSTRATE,
SEE TABLE 20.
A) MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE
e) USE ONLY FLATHEAD
ANCHORS IN HEAD AND
SILL PANIHEXIFLAT HEAD
TYPE IS ALLOWABLE FOR
ANCHORS IN THE JAMBS.
C)'UNGROUTED CMU"
VALUES MAY BE USED FOR
GROUTED CMU
APPLICATIONS.
PRODUCT REVISED
as eomplyinCoodd
g with the Florida
Building a
A) REVISED ANCHOR
o TYPE TABLE.
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INSTALLATION OPTION 5
ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE
WOOD FRAME OR BUCKSTRIP. EDGE �— EDGE ANCHORED THROUGH FIN INTO 2X 114" MAX SHIM EDGE DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT DISTANCE DISTANCE WOOD FRAME OR BUCKSTRIP.
AND EDGE DISTANCE PER (I _ TYP. ANCHOR TYPE, O
ENTAND EDGE
SUBSTRATE, SEE TABLE 21. 11!! 1!4'MAXSHIM DISTANCE PEMBEOER SUBSTRATE,
EMBEDMENT SEE TABLE2L
EtDISTANCE
SASH VISIBLE 12 5
DISLIGHT WIDTH
d 17 EMBEDMENT
EDGE
EMBEDMENT 35
FDGH VISIBLE
rEpb LIGHT WIDTH
1/4" MAX.
SHIM
12- LENGTH, CENTERED 63 EXTERIOR
2 20 ABOVE SASH 18 14 15
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE I 1/4° MAX. SHIM
DISTANCE PER BUCK WIDTH
SUBSTRATE, SEE TABLE 21.
HORIZONTAL SECTION A A
(SHOWN WITH I.G. GLAZING) INSTALLATION
11 OPTION 6
VISIBLE ANCHORED THROUGH
LIGHT 5 INTEGRAL FIN INTO METAL
BUCK HEIGHT 52
HEIGHT
51 50
50
EXTERIOR
MIAMI-DARE APPROVED MULLION, FBC
COMPLIANT ALUMINUM/STEEL FRAMING
TYP.ANCHORTYPE,
OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
(SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21.
rem o e".
SEE TABLE 21.
36
v
NOTES:
1!4' MAX
SHIM
S LATE
A CH RSL I
ANCHORS LISTED ON TABLE 21. FOLLOW
LISTED ON TABLE 21. FOLLOW
EMBEDMENT AND EDGE DISTANCE
EDGE DISTANCE
LIMITS. ANY INSTALLATION OPTION
EXTERIOR
SHOWN MAY BE USED ON ANY SIDE OF
THE WINDOW.
EDGE DISTANCE
2) VISIBLE LIGHT WIDTH OR HEIGHT
I
(ALSO REFERRED TO AS DAYLIGHT
EMBEDMENT
TYR ANCHOR TYPE, EMBEDMENT
OPENING) IS MEASURED FROM BEADING
INSTALLATION
OPTION 5
AND EDGE DISTANCE PER
TO BEADING.
ANCHORED THROUGH FIN INTO 21
SUBSTRATE, SEE TABLE 21.
3) ANCHOR TO BE INSTALLED WITHIN
WOOD FRAME OR SUCKSTRIP.
2-112" OF FIN CORNER
VERTICAL SECTION B-B
Anchor
Substrate
Min. Edge
Distance
Max.
O.C.
Min.
Embedment
2-1/2" x .113" Box Nail
Southern Pine (SG=0.55)
5116"
5"
2-7/18"
2-1/2" x .131" Common Nail
Southern Pine (SG=0.55)
318'
17
2-7/16"
2-112' x .145" Roofing Nall
Southern Pine (SG=0.55)
3/8"
5°
2-7116`
2-1/2' x .145" Roofing Nail
Southern Pine (SG=0.55)
3i8"
5"
2 7116"
#10 Steel Tmsshead Screw Q
#72 Steel, or 410 SS
Screw
Screw
Southern Pine (SG=0.55)
1/2"
0.125" Aluminum, 6063T5 min.
5l18'
5"
0 09,
0.050" A36 Steel
5116"
5"
0.050'
0.04W (18 Ga) Steel Stud, Gr. 33 min.
5116"
5"
0.045°
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PRODUCT REVISED
ae comp ing with the Florida
Building Wode
A) NO CHANGES THIS
o SHEET.
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No. 58705
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A LYNN MILLER P.E.
P.E868T65
2580°
.O6r
O HEAD, FLANGE FRAME
2724' -►�
3.851'
O SILL, FLANGE FRAME
2105• ---j
Oar
2273'
oer
v SASH PULL RAIL
2724'
3.164•
z HEAD. INTEGRAL
FIN FRAME
1 2.724' -+•�
4.276"
OSILL, INTEGRAL
FIN FRAME
170'
kar T
1.31X1" 1.138•
100•
�k4.21
-1
.795'
---►-+I.612'
87116'BEAD 24 5f16•BEAD
+z SASH LOCK RAIL t3 SASH TOP &
BOTTOM RAIL
TABLE 22; MATERIAL PROPERTIES USED
FOR ANCHORAGE CALCULATIONS;
Matedal
Mat Fr
Mn F.Stetl
Suety
92 Kai
120 ksl
18.5 SusW
60 kal
85 kal
410 Suety
00 kel
110 ksl
Elco UnMCCrO
155 ksl
177 ksi
1W DaWalt IAhBCon+®
410 SS DeWaWEL-0 Ced&loa
148 ksi
127,4 ksl
154 kei
1B8.7 ksi
6063.75 Nlm b=
16 kat
22 kal
A3B Steel
36 �1
so kaI
.1. 33 Steel A
W k5l 1
45 k51
2724"
1
20I60'
I �ik .062"
3 HEAD EQUAL
LEG FRAME
O SILL, EQUAL LEG FRAME
Imo--- 2211"
T
1.803"
170"
14 HD MEETING RAIL
*NT.GLASS
CONE
STRUCT
POL1/4' NOM.
BUTYLENE
DESIC
EXT.GLASS
OKODISPACE
70 4SGTPS
1AW - I
2.766'
.082
JAMB. FLANGE
FRAME
_J
3.908•
0Sr
tD SILLADAPTER
211r
2.768'
.car
Aar
2766'
.oer
OJAMB, INTEGRAL JAMB, EQUAL LEG
FIN FRAME Oe FRAME
7
•�� 1.513'
O17
INSTALLATION
HOLE COVER
. .0sw II II11 T
+e SILL TRACK
f�T
r
.045'
+5 STD MEETING RAIL to SCREENADAPTER
.OBr t
-
to WINDLOADADAPTER
1.446' +J
.518•
.040"
O ANTI -LIFT CLIP
.830' A64" -'-i .797• .798•
.07U' -� .0&'i
G IG BEAD to IG SNAP BEAD
HOT -MELT ALUMINUM DESICCANT FILL
BUM REINFORCEMENT POLYISOBl1TYLENE
SEAL 5116" NOM.
3116' NOM. 6116' NOM. SILICONE
STRUCTURAL BUM 6 SEAL
SILICONE DESICCANT ROLL -FORMED
FOAM WITH FOAM STAINLESS STEEL
DESICCANT
EXT. GLASS EXT. GLASS EXT. GLASS
NT.GLASS
NT. GLASS - INT. GLASS
71 SUPER SPACER® OSPARCE�® OXL ED m
PRODUCT REVISED
as eompl ng with the Florida
Baildi++8 ode
NOA-No. 20-0406.04
Ex Iration Datoe S/23(2023
By
Mlam dada Produel'C tml
A) UPDATED MATERIAL
PROP. TABLE.
a
a JR-63111120
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NO. 58705
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A LYNN MILLER, P.E.
REX 58706
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item #
Part#
Description
Material
1
624038
Head, Flange Frame
Alum. 6063-76
2
624039
Head, Integral Fin Frame
Alum. 6063-76
3
624M
Head, Equal -leg Frame
Alum. 6063-76
4
624001
Jamb, Flange Frame
Alum. 6063-T6
5
624017
Jamb, Integral Fin Frame
Alum. 6063.76
6
624028
Jamb, Equal -leg Frame
Alum. 6063-T6
7
624035
SIII, Flange Frame
Alum. 6063-TS
8
624036
Sill, Integral Fin Frame
Alum. 6063-T6
9
624037
Sill, Equal -leg Frame
Alum. 6063-76
10
624034
SIO Adaptor
Alum. 6D63-76
11
624043
Sash Pull Rail
Alum. 6063-T8
12
624006
Sash Lock Rail
Alum. 6005A-T61
13
624041
Sash Tap & Bottom Rail
Alum. 606346
14
1 624OU
HD Meeting Rag
Alum. 6063-TB
15
6240M
Std. Meeting Rag
Alum. 600.5A-T61
16
624047
Screen Adapter
AIum.6063-76
17
624051
Installation Hole Corer
Alum. 6D63-76
18
64125M
Wlndload Adapter
Alum. 6063-T6
19
624042
Sill Track
Alum. 6063-716
20
624015
Anti -Lift Clip
Alum. 6063-78
21A
624009
IG Bead
Alum.6063-T5
218
624011
IG Snap Bead
Alum. 6063-75
23
624026
7/16' Lami Glaz. Bead
Alum. 6063-76
24
624013
5/16' Lami Glaz. Bead
Alum. 6063-T6
30
6IP247
Glazing Bead,.Bulb Vinyl for#GL4013 & 11824026
Vinyl
31
6TP248
Glazing Bead, Bulb Vinyl for#6240D9 & #624011
Vinyl
32
712OWK
Mono setting Block 3/32' X 114" X T
Neoprene
33A
71715K
Laml IG Setting Block 1/8' x 314' x 1-1/14"
Neoprene
33B
624014
IG Snap Setting Block
Virryl
35
724045
Sweep Latch
Cast Zirtc
36
1 71298
Weep Hde Cover
Vinyl
37
1 41722
Hole Plug
Vinyl
38
724021
Lock Rail Cover, (LH & RI)
x4yl
39
724050
PullRWI End Cap
Vinyl
40
724048
Roller Hawing & Sash Gulde
Vinyl
41
724052
Roller Wheels
Stainless Steel
42
724054
Sash Tap Rail Gasket, (LH & I"
Polyethylene
43
724055
Sash Bot Ra l Gasket, (LH & RH)
Polyethylene
44
724057
Frame Header Gasket, (LH & RH)
Polyethylene
45
724058
Frame Sill Gasket, (LH & RH)
Polyethylene
46
724053
Meeting Rail Gasket
Polyethylene
50
Weatherstrip, .187' x .170", Fin Seal @ Sash
51
Weatherstrip, .187' x .270', Fin Seal @ MR
52
67070
Bulb Vinyl
60
710X38PPAX
#10 X318' Ph. PH SMS (Wirdload Adapter)
Stainless Steel
61
781PDX
#8 X V Od. PH SMS (Frame & Sash Assembly)
Stainless Steel
63
-
Aluminum Screen with Fiberglass Mesh
Varies
70
Kommeding Kodispace 4SG TPS
See Sheet
18 for
Materials
71
Ouan ex Super Spacer nXT
72
Quanex Duraseal Spacer
73
-
Cardinal XL Edge Spacer
74
Dow 791, 859, SW or GE 7700 Backbedrirg
Sificorte
ASSEMBLY DETAILS FOR
NOTES:
1) ALL CORNERS TO USE GASKET AND/OR SEALANT.
2) SOME PARiS/OFrIONS NOT SHOWN ON DRAWING FOR CLARITY.
PRODUCT REVISED
as comp ngg with the Florida
Bondi., oQe
A) ADDED BACKBEDDING
JR - 03/11/20
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A LYNN MILLER, P.E
P.E# 5a705