HomeMy WebLinkAboutNOA - Aluminun Horizontal Roller Window♦`,4A
MIAMI•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.miamidade.gov/building
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.
Window — L.M.I.
APPROVAL bOCUMENT: 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 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. 18-0627.01 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,N&U20iA406.04 � 7F
Expiration Date: -August 23,;2023
�Approva1Date:yAugust 272020
T8119120 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. 18-062 7. 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 7. 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. 18-0627.01)
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 61h
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. 18-0627.01)
2. Glazing complies with ASTM E1300-09
Manuel Perez, P.E.
Product Control Ex n r
NOA No. 2040 06.0
Expiration Date: August 23, 3
Approval Date: August 27, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
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 6tn Edition (2017), dated July 25, 2018, issued
by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 18-062 7. 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, RE
(Submitted under NOA No. 18-062 7. 01)
G. OTHERS
1. None.
E-2
Manuel Perez, P.E.
Product Control Exa n r
NOA No. 20- Ot4 6.03
Expiration Date: August 23,14013
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-20-2107.39 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 6th
Edition (2017), prepared by manufacturer, dated 06/18/18, revised on 07/25/18 and
updated to the FBC 7th 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 (SGXTm) Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24. '--1 R A
Manuel Perez, P.E.
Product Control ExaprtfiBt
NOA No. 20-0 06.04
Expiration Date: August 23,
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 611 Edition (2017) and the
FBC 7' Edition (2020), dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no fmancial 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
"HR7710A" Aluminum Horizontal Roller Window - L.M.I. approved on 08/23/18 and
expiring on 08/23/23.
Manuel Perez, P.E.-
Product Control Exa
NOA No. 20- 06.04
Expiration Date: August 23,
Approval Date: August 27, 2020
E-4
SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR
QUANTITIES, 12"
FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 23" � O.C. � 9'
SEE TABLES 12-14
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS D.C. _—
INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. B� I
DESIGN PRESSURE RATING
IMPACT RATING
VARIES PER GLASS TYPE,
SEE TABLES 2-11
LARGE & SMALL MISSILE
IMPACT RESISTANT
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTYAPPROVED
MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. A A
4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS 76"
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-12" OVERALL
THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT AS fig°
TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH FIXED
OF THE ENGINEER (EOR) OR ARCHITECT OF RECORD, (AOR). 75" VISIBLE VISIBLE
BUCK LIGHT / / 22-12"
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT O.C.
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE 3431W
SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-318" FU(ED
DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT
LIGHT
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.
9'MAX.
7) DESIGN PRESSURES: A SEE WEEPHOLE tl���.�1
NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS 75"BUCK WIDTH MAX.
PER ASTM El 300. NOTES THIS SHEET BUCK)
_ 76" OVERALL1MDTFI
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 8 CYCLE -e _ --�,
TESTING DESIGN
AND LOADGLASS ARPER BASTM D N AL r-TYP',_FLANGE XO ELELEVATIQN(OX-SIM� -
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. G--�� MAX. DIMENSIONS ALLOWED _SHOWN
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS FOR ANCHOR
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN QUANTITIES,
USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 12"
EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-12' I O.C. 12" O.C. I-�--
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION O.C.
RESISTANCE. \zi-----
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
10) REFERENCES: TEST REPORTS FTL 1 B-7891 & 18-7891.01; ELCO ULTRACON NOA; DEWALT/ELCO
CRETEFLEX NOA; DEWALT ULTRACON+NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION, ANSI1AF&PA NDS &ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
Glass
Type
Description (Listed from Exterior to Interior)
DP Table 9
Anchor Tabled
O
XD
XO 1 OX
XOX
H
ST O
HD
STD
1
IIW V , 11W AN
2
7
12
-
16
2
1/8" HS, .090" PVB, 1/8" HS
3
8
12
1S
3
3116" AN, .090" PVB, 3116" AN
3
8
12
16
4
13/16' UG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .09W PVB, 1/8" AN
4
7
12
15
5
13118' UG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090' PVB, Ila, AN
3
7
12
15
6
13/18" UG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .0W' PVB, 1/8" AN
3
9
12
-
16
7
13116' LIG: 3116" TP CAP. AIRSPACE, 118" AN, .D90" PVB, !WAN
3
-
9
12
-
16
8
3116" AN, .090" SG, 3116" AN
6
6
10
13
14
17
9
3116" HS. .090" SG, 3116" HS
5
6
11
13
14
18
10
13116" LIG: 118" AN CAP. AIRSPACE, 3118" AN..090" SG, 3116" AN
5
fi1
0
13
14
17
11
13116' LKi: 1/8" TP CAP.AIRSPACE, 3/16" AN, .090" SG, 3116" AN
5
6
10
13
14
17
12
13116" UG: 1/8" AN CAP. AIRSPACE. 1/8' HS, .090" SG, 118' HS
5
6
1 11
13
14
-18
13
13/16" UG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090' SG, 1/a" HS
5
6
11
13
14
18
14
13116' LIG: 3/16" AN CAP. AIRSPACE, 118" HS, .090" SG, 11W HS
5
6
11
13
14
18
15
1311(rLIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS
5
6
11
13
14
18
SG= KURARAY SENTRYGLAS°• INTERLAYER BY KURARAY AMERICA, INC.
PVB = KURARAY TROSIFOLO PVB INTERLAYER BY KURARAYAMERICA, INC.
AN - ANNEALED
HS = HEAT -STRENGTHENED
TP = TEMPERED
C
63"
OVERALL
HEIGHT
62"
BjCKT
HE
SEE SHEET 17 FOR
INTEGRAL FIN
ANCHORAGETYPE
& SPACING
I /
I
SASH
FIXED
VISIBLE /
VISIBLE
LIGHT
LIGHT
SASH
VISIBLE
LIGHT4
55-3/8" FOXED
VISIBLE LIGHT
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 7HE
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 16 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)15/8" X .300" WITH PLASTIC BAFFLE.
2) 1 WEEPHOLE LOCATED AT 4- FROM EACH END.
3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL
a22-10
D.C.
9"
. B •_ 1- \ } SEE WEEPHOLE
OTES,
119" BUCK WIDTH THIS SHEET
120" OVERALLWIDTH
TYP. FLANGE XOX ELEVATION
MAX. DIMENSIONS ALLOWED SHOWN
CODES /STANDARDS USED: GENERAL NOTES ... - .............................I
ELEVATIONS......... L............-.......-.....1
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
GLASS TYPES TABLE ...........................1
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION DESIGN PRESSURES ........................... 2-9
• ASTM E1300-09 ANCHOR QUANTITIES .......................... 10-14
• ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION /ANCHOR SPECS 15-17
• ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES ........................ 18
• AISIS100.16 CORNERASSEMBLY ............................19
• AISC 360-16 PARTS LIST ............................................ 19
as complying with the Florida
Building Code
NOA-No. 20-0406.04
E Iration Bate;8/23/2023
By:
Mia ade Producf'C -I
A) UPDATED TO FBC
2020, REVISED ANCHOR
H TYPE TABLE.
JR - 03/11/20
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Design Pressure (IbsHe) for XO & OX Windows Glass Type: 4
Meeting Rail: Standard
21-1/8" Overall Hgt.
1 37" Overall Hgt.
W' Overall Hgt.
55" Overall Hgt.
1 63" Overall 'Hgt.
20"
+65.0
-80.000-80
0
+65.0
-80.0
+65.0
-80.0
25"
+65.0
-80.00
+65.0
-80.0
+65.0
-80.0
3T'
+65.0
-80.00
+65.0
-80.0
+65.0
-80.0
49'
+65.0
-80.00
"+65.0�80.0
+65.0
-80.0
+65.0
-80.0
61"
+65.0
-80.00
+65.0
-80.0
+65.0
-76.8
67"
+65.0
-80.0.0
+65.0
-80.0
+65.0
-71.3
74"
+65.0
-80.0
1 +65.0
1 -80.0
1 +65.0
1 -80.0
+65.0
1 -77.1
1 +64.9
1 -64.9
TART F S-
Overall
Width
Design Pressure (Ibs/ftz) for XO & OX Windows Glass Types: 8 thru 15
Meeting Rail: Standard
21-1/8" Overall Hgt.
37" Overall HgL
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
20"
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
25"
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
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3T'
+80.0
-110.0
+80.0
-110.0
+80.0
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+80.0
-110.0
+80.0
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49"
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-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
+80.0
-110.0
+80.0
-110.0
+80.0
-101.9'
6T'
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
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74"
+80.0
-110.0
+80.0
-110.0 1
+80.0
-110.0
+80.0
-110.0
1 +80.0
-90.0'
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 NEXT AVAILABLE SIZE.
13/16' NOM.
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GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED)
PRODUCT REVISED
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Overall
Width
Design Pressure (Ibslfiz) forXO & OX Windows Glass Types: 8thru 15
Meeting Rail: Heavy -Duty -Duty
21-1/8" Overall Hgt.
3T' Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
76" Overall Hgt.
20"
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67"
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NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THETABLE
TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
GLASS TYPE 11 (TEMPERED)
-110.0 +80.0-109.8' GLASS TYPES8-15
MAY NOT BE USED
-110.0 +B0.0 105.8' WITH INTEGRAL FIN
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PRODUCT REVISED
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Non -No. 20-0406.04
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Overall
Width
Sash
Configuration
Sash
Width
Range (in)
Design Pressure Ibs/ft2 for XOX Windows Glass Types: 8, 11
9 Meeting Rail: Standard
21-1/8" Overall Hgt.
29" Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
�/4-1/z 1/4
12.038 - 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"
1/3 1/3 1/3
12.053-15.008
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
4W'
1/4 .�/ -1/4
12.038-13.302
+80.0
A 10.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
13.303-16.675
+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"
y4 -/z-1/4
12.038-14.333
+80.0 1
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
- 110.0
1/3 1/3 1/3
14.334-18.050
+80.0
-110.0
+60.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
61"
1/4 1/2 9/4
12.038-16.302
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
Y3 y3 -/3
16.303 - 20.675
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
1/4-1/2-y4
12.038 - 20.052
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-99.2
76"
custom
120.053 - 22.185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
Y3 J/3-Y3
22.186 - 25.675
+80.0
-110.0
+80.0
-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
+80.0
-101.0
+80.0
-90.5
92-1/8"
custom
24.083 - 26.185
+80.0
A10.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-105.2
1/3-%3-1/3
26.186 - 31.048
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-102.3
1/4/%4
"• - 25.302
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-101.0
+80.0
-90.5
97"
custom
25.303 - 27.185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-102.7
1/3 1/3 1%
27.186 - 32.675
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-98.9
1/4 1/ %4
- - 28.302
+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
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
1 -110.0
+80.0
1 -97.3
30.186 - 36.675
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-92.9
- 29.463
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-101.0
+80.0
-90.5
113-&W
custom
29.464 - 33.185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-108.5
+80.0
-94.1
33.186 - 38.222
+80.0
-110.0
+80.o
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-92.3
"" - 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
E
custom
31.053 - 33.185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
402.9
+80.0
-91.5
custom
33.186 - 38.222
+80.0
1 -110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-90.6
MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALLWIDTH-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 SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
3116' AN GLASS
.090" SG -
_ 3M6'AN GLASS
30
12' NOM,
GLASS BITE
EXTERIOR
a
GLASS TYPE 8
13116' NOM.
1 GLASS STACK
AIRSPACEM-3116"AN
090' SG
118"AN OR
TP GLASS GLASS
EXTERIOR
a
1W NO%
GLASS BITE
TYPE 10
GLASS TYPES 8 -15
MAY NOT BE USED
WITH INTEGRAL FIN
• FRAMES
PRODUCT REVISED
as complying with the Florida
Building Code
A) NO CHANGES THIS
SHEET.
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Overall
Width
Sash
Configuration
Sash
Width
Range (in)
Design Pressure Ibs/fi� for XOX Windows Glass Types: 9, 12 13, 14, 15
9 Meeting Rail: Standard
21-118" Overall Hgt.
29" Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
+/4 1/ 1/4
12.038-12.052
+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"
1/31/3 1/3
12.053-15.008
+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
12.038-13.302
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
49"
1/31/31/3
13.303-16.675
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0-110.0
+80.0
-110.0
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"
Y, 1/3 1/3
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
12.038-16.302
+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"
Y3 -/3 Y3
16.303 - 20.675
'+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
Ya-1/2-Ya
12.038 - 20.052
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
76"
custom
20.053 - 22.185
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
22.186 - 25.675
+80.0
-110.0
+80.0
-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
1 -110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-106.7'
92-1/8"
custom
24.083 - 26.185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
1/3t/3-1/3
26.186 - 31-.048
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
'* - 25.302
+80.0
-110.0
+80.0
-110-0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-106.7*
97"
custom
25.303 - 27.185
+80.0
-110.0
+80.0
-110.0
1 +80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
A 10.0
1/3 _1/3_/%
27.186 - 32.675
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
Y4 Y2 1/4
** - 28.302
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-106.7*
109"
custom
28.303 - 30.185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
y3_y3_1/3
30.186 - 36.676
+80.0
-110.0
+80.0
410.0.
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
Y4-�/2--Y,
*' - 29.463
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-106.7'
113-5/8"
custom
29.464 - 33.185
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
Y3 1/3 �/3
33.186 - 38.222
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
%-�/2 �/4
- 31.052
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-106.7-
120"
custom
31.053 - 33.185
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
-107.8
custom
33.186 - 38.222
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
1 +80.0
-110.0
+80.0
410.0
+80.0
-110.0
"MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL W2IDTH-55.555
"MIN. SASH WIDTH (EQUAIACG WINDOWS)= OVERALL WIDTH-57,556
2
'GLASS TYPESB-15
MAY NOT BE USED
WITH INTEGRAL FIN
• FRAMES
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.
.090°
3116" HS GLASS
Ur NOM.
GLASS BITE
EXTERIOR
a
v GLASS TYPE 9
13/16" NOM.
GLASS STACK
AIRSPACE 090"SG
1/B° AN OR
TP GLASS 1B" HS GLASS
V2° NOM.
GLASS SITE
EXTERIOR
a
GLASS TYPE 13 (TEMPERED)
13/16" NOM.
GLASS STACK
AIRSPACE
.090°.SG
3/16°AN OR
TP GLASS
1/8" HS GLASS
31
74
)OR 1
Vr NOM.
GLASS BITE
EXTERIOR
)OR
70-73
GLASS TYPE 14 (ANNEALED)
GLASS TYPE 15 (TEMPERED)
PRODUCT REVISED
as complying with the Florida
Building Code
A) NO CHANGES THIS
SHEET.
JR - 03/11/20
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TABLE 12:
Glass Types: 1 thru 7
Anchor Quantities for XO & OX Windows
Meeting Rail: Standard
Overall
Width
21-1/8" Overall Hgt.
37" Overall Hgt.
49" Overall. Hgt.
1 55" Overall Hgt.
63" Overall Hgt.
Head &Sill
Head &Sill
I
Head &Sill1.01
Head &Sill
I
lj�
Head &Sill
1+C2+1
2
1+C2+1
2
1+C2+1
3 1+C2+1
3
1+C2+1
3
1+C2+1
2
1+C2+1
2
1+C2+1
3 1+C2+1
3
1+C2+1
3
1+C2+1
2
1+C2+1
2
1+C2+1
3 1+C2+1
3
1+C2+1
3
$74V
1+C2+1
2
1+C2+1
2
1+C2+1
3 1+C2+1
3
1+C2+1
3
1+C2+1
2
1+C2+1
2
1+C2+1
3 1+C2+1
3
1+C2+1
3
1+C2+1
2
1+C2+1
2
1+C2+1
3 1+C2+1
3
1+C3+1•
3
1+C2+1
2
1+C2+1
2
1+C2+1
3 1+C2+1
3
i+C3+1 •
3
I+C2+1 FOR GLASS TYPES 1, 4 & 5
TABLE 13:
Glass Types: 8 thru 15
Anchor Quantities for XO & OX Windows
Meeting Rail: Standard
Overall
Width
21-1/8" Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
Head & Sill
m
-1
Head & Sill
E
-a
Head & Sill
E
Head & Sill
0
a
Head & Sill
E
-�
20"N22
1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
25"1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
3T'1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
49"1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C3+1
3
61"1
2
1+C2+1
2
1+C2+1
3
1+C3+1
3
1+C3+1
3
67"1
2
2+C2+2
2
2+C2+2
3
2+C3+2
3
2+C3+2
3
74"2
121
2+C2+2
121
2+C2+2
131
2+C3+2
131
2+C3+2
4
TART F IA -
GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS:
i
22-12"
MAX. O.C.
REPEAT ANCHORPATTERN AT SILL
12" MAX. O.C. —i+---
-,[7
2-ANCHOR
CLUSTER DETAIL
Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15
Meeting Rail: Heavy -Duty
Overall
21-1/8" Overall Hgt.
37' Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
76" Overall Hgt.
Width
Head & Sill
E
Head & Sill
E
Head & Sill
Head &Sill
Head &Sill
Head &Sill
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
4
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
4
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
4
J79"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
4
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C4+1
4
1+C2+1
2
2+C2+2
2
2+C2+2
3
2+C3+2
3
2+C3+2
3
2+C4+2
4
2+C2+2
2
2+C2+2
2
2+C3+2
3
2+C3+2
3
2+C3+2
4
2+C4+2
5
6" MAX. O.C.
3-ANCHOR
CLUSTER DETAIL
4" MAX. O.C. �-+--
4-ANCHOR
CLUSTER DETAIL
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT V 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
PRODUCT REVISED
as complying with tho Florida
Building Code
NOA-No. 20-0406.04
iratIon pate• 8/23/2023
By: GfS
Miam pads ProducXV trol
A) NO CHANGES THIS
SHEET.
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O+erall
Width
Sash
Configuration
Sash
Width21-1l8"
Range On)
Anchor Quantities for XOX Windows Glass Types: 1, 4, 5Meeting Rail: Standard
Overall Hgt.
29" 0%era11 Hgt.
37" Overall Hgt.
49" Overall HgE.
55" Overall Hgt.
BYOoerall Hgt.
a
Head 8 Sill
a
Head &Sill
a
EHead & Sill
a
Head & Sill ,�
a
Head &Sill
Head & SiII
Y_-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
3 1+C2+1+C2+1
3
44"
�/s-y3 �/s
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
1/4-1/ %
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
31 1+C2+1+C2+13
1+C2+1+C2+1
3
49"
%/ Ys-1/
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+02+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
1/%z 1/4
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
531/8"
1 3-Y3-1�
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
Y4 1/ Y
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"
Ys/s-Y3
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
31 1+C2+1+C2+1
3
%%z Y/
12.038-20.052
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
31 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
1/IYIY3
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+C2+1+C2+1
3 1+C2+1+C2+1
3
1/ % ?/4
—-24.082
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+02+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+C2+1
31 1+C2+2+C2+1
3 1+C2+2+C2+1
3
26.186 - 31.038
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+CZ+1+C2+1
3 1+C2+1+C2+1
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 - 31.038
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
1/ y2 J/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+C2+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+1 131
1+C2+3+02+1
31 1+C2+3+C2+1
3
120"
i 1/4-1/z Y4
—-31.038
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1 121
1+C2+3+C2+1 131
1+C2+3+C2+1131
1+C2+3+C2+1
3
•• MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WI2DTH-57.924
•' MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL W2IDTH—$5.924
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.
GUIDE TO USING
ANCHOR QUANTITY
TABLES FOR XOX
WINDOWS:
12" MAX. O.C.------•rl
2-ANCHOR
CLUSTER DETAIL
CLUSTEROF2 cLuslrJc vrz 3-CHO
ANCHORS
1 t-1
0ENTERE 0."THE CENTERED AT THE NTHMEETING RAIL 3 ANCHORS AT MEETING RAILTHE "EDLJAMB
22-1/2° MA1 ANCHOR AT" �— 12" MAX D.C. THE SASH
9° MAX.
/ X O X
nnFCTiur--heap REPEATANCHOR PATTERN AT SILL
PRODUCT REVISED
as complying with the Florida
Building Code
A) NO CHANGES THIS
SHEET.
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P.ES 58705
(herall
Width
Sash
Configuration
Sash
Width
Range (in)
Anchor Quantities for XOX Windows Glass Types: 2, 3, 6, 7
Meeting Rail: Standard
21-1/8" Overall HgL
29" Overall Hgt.
I 37" Overall Hgt.
49" Overall HgL
55" Overall Hgt.
63" Overall HgL
Head 8 Sill
a
' Head &Sill
a
Head &Sill
a
' Head &Sill
o 'o
' Head &Sill
.c
Head $ Sill
1/%Z %
12.038-12052
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 j/3 �/3
12.053-15.008
I+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
48"
1/4-1/z-1/4
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+C2+1+C2+1
3 1+C2+1+C2+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
1/a 1/z-%
12038 - 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
%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
�/ �/ �/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
176"
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+C2+1+C2+1 3
12038-20.052
1+C2+2+C2+1
2 i+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
20.053-22185
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
3 1+C2+1+C2+1 3
1/ % ?/3
22186-25.675
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
?/4
-24.082
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
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
%3 %j/
26.186 - 31.048
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+C2+2+C2+1
3 1+C3+2+C3+1 3
Y/a-Y2-%4
""-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+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+2+C2+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1 3
1/3-Y :/3
27.186 - 32.675
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+C2+2+C2+1
3 1+C3+2+C3+1 3
1/ % y4
"-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+C3+3+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+C2+3+C2+1
3 1+C3+3+C3+1 3
1/ -% -�/
30.186 - 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
%4 1/r%
" -29.463
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
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
33.186 - 38.222
7+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+02+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+2+C3+1 3
1/4-1/2-1/4
"" - 31.052
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
r120"
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
P 1+C2+2+C2+1
2 1+C2+2+C2+1 121
1+C2+2+C2+1 121
1+C2+2+C2+1
3 1 1+C2+3+C2+1 13
1+C3+3+C3+1 1 3
"MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH-58.556
2
MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556
2
12" MAX. O.C.—�+---�
2-ANCHOR
CLUSTER DETAIL
6" MAX. O.C. —►I I+—•
17
3-ANCHOR
CLUSTER DETAIL
GUIDE TO USING ANCHOR QUANTITY
TABLES FOR XOX WINDOWS:
PRODUCT REVISED
as complying with the Florida
Building Code
A) NO CHANGES THIS
SHEET.
JR - 03/11/20
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c` 0 naa
O Co
U N aro0 W Q
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W O m J umw0 0
� W .�. Fa-• ' N
JMO
t• > a fn
oZo z W rn
J m LL
O F¢- O N
LL' }
� f�l
Z 7aa4S
o O=
a
4a j O o
_y Z O
W U
J Z 2
Q Q
ant 'asap sauaS
�.. LIGENSF'•.
* ; No.58705
�0T TATo �4&j
its •'• "<ORIDI`,.•'
0NALIE,�`
A. LYNN MILLER, P.E.
P.E.# 58705
TAR[ F IT
Overall
Width
Sash
Configuration
Sash
Width
Range (in)
Anchor Quantities for XOX Windows Glass Types: 8, 10, 11
Meeting Rail: Standard
21-1/8" Overall Hgt.
29" Overall Hgt.
37" Overall Hgt.
49" Overall Hgt
55" Overall HgL
63" Overall Hgt.
Head &Sill
a
E Head & Sill
a
E Head & Sill
a
m Head & Sill
M
E Head & Sill
4
a
E Head & Sill
.0
E
ca
44"
1/ 1/1/4
12.038-12052
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 1/
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/ y4
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/-1/a-y3
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
53-1/8"
%1/
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-Y3%
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"
1/4_%?/4
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
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
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
%.m%-%
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
1/2 Y4
—-24.082
1+C2+3+C2+1
21 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
Y3-Y31/g
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
"-25.302
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
9T'
custom
25.303 - 27.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
21 1+C2+3+C2+1
3 1+C3+3+C3+1
3 1+C3+2+C3+1
3
%/ %- 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
1/4-y21/4
"-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+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C3+3+C3+1
3 1+C3+3+C3+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+C3+3+C3+2
3 1+C3+2+C3+1
3
"-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"
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+C3+3+C3+1
3
1/ 1/3 1/a
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
%_% %
""-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+1 121
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+2 121
2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C3+3+C3+2
3 2+C3+3+C3+2
3 1 2+C3+3+C3+2
3
12" MAX. O.C.
2-ANCHOR
CLUSTER DETAIL
6• MAX. O.C.
3-ANCHOR
CLUSTER DETAIL
GUIDE TO USING ANCHOR QUANTITY
TABLES FOR XOX WINDOWS:
"MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -5&556
2
" MIN. SASH WIDTH (EQUAL -LEG WINDOWS) OVERALL WIDTH -57.556
CLUSTEROF2
CLUSTEROF2
3ANCHOR:
2
IANCHORAT
ANCHORS
CENTEREDATTHE
ANCHORS
CENTEREDATTHE
INTHE
JAMB
THE SASH
MEETING RAIL
3 ANCHORSAT
THE FIXED LITE
MEETING RAIL
22-12" MAX. O.C.
1 ANCHOR AT
g" MAX_
2" MAX
THE SASH
O.C';
NOTES:
--,
I
---� — — r
,
9* MAX
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT I" FROM THE TIP TO TIP DIMENSION IN THE TABLE
/ X / O
F7X7
TO DETERMINE THE WINDOW SIZE
MEETING RAI
' L
REPEAT ANCHOR PATTERN AT SILL
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
PRODUCT REVISED
as eomptying with the Florida
Building Code
NOA-No. 20-0406.04
FMla:
mIrotion Datedut�t/2'C3/2023
eB
rot
A) NO CHANGES THIS
SHEET.
JR - 03/11/20
Co
> a
0 "'a
o Co
C7 N L'oaI� I
O
O M Z ZO
OLLo W
Z C) r
=w n
WU 000 J u.Wo o
O W ~ N
_ sM0
n > a (D
oZ� w Lu
O }I¢—
m
Z O Q 1aa45
o_ 2 =1
~ Ci o
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Q Q
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`� Q��? • • _10ENSF
No. 58705
C
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G�
'/S;ONAL E��.``
r/111110%
A LYNN MILLER, P.E.
P.E#56705
TABLE 18:
OveralSash
Width
Width
Configuration Sash
Width
Range (in)
Anchor Quantities for XOX Windows Glass Types: 9, 12, 13, 14, 15
Meeting Rail: Standard
21-1l8" Otierall Hgt.
29" Oterall Hgt.
37" O%elall Hgt.
49" Overall Hgt.
55" O%erall Hgt.
63" 0Yerall Hgt.
a
Head & Sill
E Head & Sill
a
E Head & Sill
a
E
.o
Head & Sill
a
E Head & Sill
E Head & Sill
s
E
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
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+C2+1+C2+1
3 1+C2+1+C2+1
3
49"
1//r�/4
12038-13.302
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
%-%3-1/
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
53-1/8"
14 J/ Y4
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
%j/3_%
14.334-18.050
1+C2+1+C2+1 121
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
61"
Y4J12-Y4
12.038-16.302
1+C2+2+C2+1 121
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:/ %
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
y/ry4
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 - 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+C3+1
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 13
1+C3+1+C3+1
3
Y4-1/rY
" 24-082
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
21
1+C2+4+C2+1
3 1+C3+4+C3+1
3 1+C3+4+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+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
j/p-1/
"-25.302
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+4+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+3+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
%4 1/r%
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+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+C3+3+C3+1
3 1+C4+3+C4+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+C3+3+C3+2
3 2+C4+3+C4+2
4
"-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+C4+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
21
i+C3+3+C3+1
3 1+C3+3+C3+1
3 1+C4+3+C4+1
3
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+C4+3+C4+2
4
%4-1/2-%
" -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
3 1+C4+4+C4+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
2
1+C3+4+C3+1
3
3 1+C4+4+C4+1
3
custom
33.186 - 38.222
2+C2+2+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
2
2+C.3+3+C3+2
30
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-57.556
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 SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE
12" MAX. O.C. -I-r-�
2-ANCHOR
CLUSTER DETAIL
6" MAX. O.C.
A es
3-ANCHOR
CLUSTER DETAIL
4- MAX, O.C. --�{
4-ANCHOR
CLUSTER DETAIL
GUIDE TO USING
\
ANCHOR QUANTITY
CLUSTEROF2
\
TABLES FOR XOX
ANCHORS
WINDOWS:
1 ANCHOR AT
THE SASH
CENTERED AT THE
3ANCHORSAT
MEETING RAIL
THE FIXED LITE
22-112' MAX. D.C. I (+-
s" MAX. {�- 12°
_ -r i`1 --
I
CLUSTER OF 3ANCHOM
ANCHORS IN THE
1 CENTERED AT THEJAME
JMEETING RAIL
1ANCHORAT
AX O.C. THE SASH
REPEAT ANCHOR PATTERN AT SILL
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.04
Ex iration gate• 8/23/2023
Byi
Miam pads ProducrC trol
A) NO CHANGES THIS
SHEET.
JR - 03/11/20
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A. LYNN MILLER, RE
P.E.# 58705
INSTALLATION OPTION 1 INSTALLATION OPTION 2
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME
ANCHORED THROUGH FRAMEAND 1X BUCKSIRIP
OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU.
INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET.
1/4" MAX. SHIM
SEE TABLE
EDGEDISTANCE EMBEDMENT NOTE B, FOR
V4" MAX. SHIM �( (.--
J I
EMBEDMENT
` HEAD TYPE SASH VISIBLE
4
1/4" MAX. '' ' ` LIGHT WIDTH
12
EMBEDMENT EDGE
EDGE
SHIM DISTANCE i > •.
17
35
DISTANCE
TYR ANCHORTYPE,
EMBEDMENT AND EDGE
)f—
FIXED VISIBLE M.
LIGHT WIDTH
DISTANCE PER SUBSTRATE,
SEE TABLE IS.
OVERALL
HEIGHT
1w
EXTERIOR
a
CENTERED _ 63 EXTERIOR
I
16 15
14 15
TYP. ANCHOR TYPE,
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
EMBEDMENT AND EDGE OVERALL WIDTH DISTANCE PER
DISTANCE PER T SUBSTRATE, SEE TABLE 19
SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE.
& NOTE B FOR HEAD TYPE HORIZONTAL SECTION A A
(SHOWN WITH I.G. GLAZING)
VISIBLE
LIGHT
HEIGHT
6"LENGTH.CENTERED
AT MEETING RAIL,
ANCHORED WITH (4)
SCREWS, (P1160).
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.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE.
19. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE
WOOD BUCKS DEPICTED AS 2X ARE 1-1ir THICK OR GREATER. IX
AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN
INSTALLATION OPTION 2 SEE TABLE 19. IO RESPONSIBILITY OF THE ENGINEER
ORARCHITECT OF RECORD.
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
VERTICAL SECTION B-B DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
— ONLY REQUIRED IF
// 11 OVERALL HEIGHT IS
OVER 6W.
EMBEDMENT
E Mj. ANCHOR TYPE,
D1ST EDMENT AND EDGE
DISTANCE PER SUBSTRATE
TART F 4e•
I
EXTERIOR
15
' MIAMI-DADE APPROVED MULLION. FBC
COMPLIANTALUMINUMISTEEL FRAMING
OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL SEE SUBSTRATE
PROPERTIES, TABLE 19.
Anchor
Substrate
Min. Edge
Min.
Distance
Embedment
Southern Pine (SG=0.55)
Wf6—"
1318"
#12 Steel,
18A 410
Aluminum, 6063•T5 min.
318"
0,063"
or
SS Screw
A36 Steel
3B"
0.063"
Steel Stud, Gr. 33 min.
3I8"
0.045" (18Ga)
Concrete (min. 3.35 ksi)
1"
1-W4"
1/4" 410 SS
Crete flex
Ungouted CMU, (ASTM CAD)
2-1/Z"
1-1/4-
Southern Pine (SG=0.55)
1"
13/8"
1/4" Steel
Concrete (min. 285 ksjj
1"
13/8"
Uitracon
Ungmuted CMU, (ASTM C•90)
2-1/2"
1-1/4"
Southern Pine (SG=0.55)
1'
7318°
1/4" Steel
Concrete (min. 3.00 ksi)
13/16"
1318"
Ultracon +
Ungrouted CMU, (ASTM G90)
1-112"
1-1/4"
Southern Pine (SG--0.55)
1"
13/8"
1/4" MAX. SHIM
INSTALLATION
OPTION 4
ANCHOREDTHROUGH
FRAME INTO METAL
J
TYP.ANCHORTYPE,
EMBEDMENTAND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE 19.
A)MIN.OF3THREADS
BEYOND THE METAL
SUBSTRATE
B) USE ONLY FLATHEAD
ANCHORS IN HEAD AND
SILL PAWHEX/FLAT HEAD
TYPE IS ALLOWABLE FOR
ANCHORS IN THE JAMBS.
C) "UNGROUTED CMU"
VALUES MAY BE USED FOR
GROUTED CMU
APPLICATIONS.
PRODUCT REVISED
as compiwit, with the Florida
Building Code
NOA-No. 20-0406.04
A) REVISED ANCHOR
TYPE TABLE.
JR _ 03/11/20
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S,�NAL n�NG`2�
A LYNN MILLER, P.E
INSTALLATION OPTION 1
ANCHORED THROUGH FRAME INTO 2X WOOD FRAME
OR BUCKSTRIP. SEE NOTE 2, THIS SHEET.
EDGE DISTANCE I -ri
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETE/CMU.
�+--• I/4" MAX. SHIM
EMBEDMENT
1/4" MAX. ��_ I ..• :a `":
SHIM 0 EMBEDMENT EDGE
DISTANCE
"9
MBEDMENTANDEDGEt'"
STANCE PER SUBSTRATE, ..
E TABLE 20.
4AP.ANCHORTYPE,
12" LENGTH, CENTERED
ABOVESASH
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER
SUBSTRATE, SEE TABLE 20
& NOTE B FOR HEAD TYPE.
VISIBLE
LIGHT
BUCK HEIGHT
6
HEIGHT
52
50
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X BUCKSTRIP
INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET.
1/4" MAX. SHIM
SASH VISIBLE 12
6 EMBEDMENT
LIGHT WIDTH
17 EDGE
35 DISTANCE
i
FIXED VISIBLE _
LIGHTWIDTH
63 EXTERIOR
16 '�
14 15
BUCK WIDTH
HORIZONTAL SECTION A -A
(SHOWN WITH I.G. GLAZING)
6" LENGTH, CENTERED AT HORIZONTAL SECTION C-C
MEETING RAIL, (SHOWN WITH MONO. GLAZING)
ANCHORED WITH (4)
SCREWS, (P# 60). ONLY
C M
REQUIRED IF BUCK NOTES:
HEIGHT IS OVER 62".
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE
. .:
OF THE WINDOW.
1/4" MAX.
SHIM
"
EMBEDMENT
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
20. ALL WOOD BUCKS LESS THAN 142"THICK ARE TO BE
-
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE
EXTERIOR
"TYP.
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
EDGE
ANCHOR TYPE,
WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER. IX
AND 2X BUCKS USED)
DISTANCE
EMBEDMENT AND EDGE
(WHEN SHALL BE DESIGNED TO PROPERLY
INSTALLATION OPTION 2
DISTANCE PER SUBSTRATE,
SEE TABLE 20.
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
ANCHORED THROUGH FRAME
OR ARCHITECT OF RECORD.
DIRECTLY INTO CONCRETEICMU.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
VERTICAL SECTION B-B
EXTERIOR
MIAMI-DADE APPROVED MULLION, FBC
COMPLIANTALUMINUMISTEEL FRAMING
OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES, TABLE 20.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER
SUBSTRATE, SEE TABLE 20
& NOTE B FOR HEAD TYPE.
Anchor
Substrate
Min. Edge
Min.
Distance
Embedment
Southern Pine (SG=0.55)
9/16,
1.318"
#12 Steel,
18-8 410
Aluminum, 6053-T5 min.
3/8.
0.063"
or
SS Screw
- A36 Steel
3/8"
0.063"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga)
Concrete (min. 3.35 ksl)
1"
1-3/4'
1/4" 410 SS
CreteFlex
Ungrouted CMU, (ASTM C 90)
2-1/2"
1-114"
Southern Pine (SG=0.55)-
1"
I -TV,
Concrete (min. 2.85 ksi)
1"
1-18"
1/4" Steel
Ultracon
Ungrouted CMU, (ASTM C-90)
2-11z'
1-1/4"
Southern Pine (SG=0.55)
V
1'I8"
Ultra Steel
Concrete (min. 3.00 ksi)
iww16"
1-318"
Ultraoon +
Ungrouted CMU, (ASTM C-90)
1-112"
1-1/4"
Southem Pine (SG=0.55)
1"
1-w8"
1/4" MAX. SHIM
OPTION 4
ANCHOREDTHROUGH
FRAME INTO METAL
TYP. ANCHOR TYPE,
EMBEDMENTAND
—EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE 20.
A) MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE
B) USE ONLY FLATHEAD
ANCHORS IN HEAD AND
SILL. PAN/HEX/FLAT 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.
p JR - 03/11/20
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A. LYNN MILLER, RE
P.E# 58705
INSTALLATION OPTION 5
ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE
WOOD FRAME OR BUCKSTRIP. EDGE EDGE ANCHORED THROUGH FIN INTO 2X EDGE DISTANCE
DISTANCE �- DISTANCE WOOD FRAME OR BUCKSTRIP. 1/4" MAX SHIM
AND ANCHOR TYPE• EMBEDMENT TYR ANCHOR TYPE,
AND EDGE DISTANCE PER 0 1/4" MAX SHIM EMBEDMENTAND EDGE a SUBSTRATE, SEE TABLE 21. DISTANCE PER SUBSTRATE,
EMBEDMENT SEE TABLE 21.
EDGE SASH VISIBLE 12 6
DISTANCE LIGHT WIDTH
� 17 EMBEDMENT
EDGE
DISTANCE EMBEDMENT 35
T � FDCED VISIBLE
I � LIGHT WIDTH
L1/4" MAX
SHIM
12" LENGTH, CENTERED 63 EXT�jE''�7R__IOR
2 20 ABOVE SASH 16 v 14 15
TYR 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
0C All
50
1/4" MAX
SHIM
EXTERIOR
a
NOTES
��- ��II EXTERIOR
Cad �,�J
MIAMI-DADE APPROVED MULLION, FBC
COMPLIANT ALUMINUMISTEEL FRAMING
OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL SECTION C-C HORIZONTAL SEE SUBSTRATE
(SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21.
Tem c ".
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 21. FOLLOW
EMBEDMENT AND EDGE DISTANCE
EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF
THE WINDOW.
EDGE DISTANCE
f
2) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
--�
EMBEDMENT
TYP. ANCHOR TYPE. EMBEDMENT
OPENING) IS MEASURED FROM BEADING
INSTALLATION OPTION 5
AND EDGE DISTANCE PER
TO BEADING.
ANCHORED THROUGH FIN INTO 2X
SUBSTRATE, SEE TABLE 21.
3) ANCHOR TO BE INSTALLED WITHIN
WOOD FRAME OR BUCKSTRIP.
2-12. OF FIN CORNER
VERTICAL SECTION B-B
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE -
SEE TABLE 21.
Anchor
Substrate
Min. Edge
Distance
Max.
O.C.
Min.
Embedment
2-1/2' x .113" Box Nag
Southern Pine (SG=0.55)
5116"
6'
2-7/16"
2-1/2" x .131" Common Nail
Southern Pine (SG=0.55)
3/8'
5"
2-7/1V
2-12" x .145" Roofing Nail
Southern Pine (SG=0.55)
318"
6"
2 7116"
2-1/r x .145" Roofing Nail
Southern Pine (SG=0.55)
318"
5"
2 7/16"
010 Steel Tnrsshead Screw or
or 410 SS
&12 Steel, IS-8 screw
SouOuim Pine (SG=0.55)
112"
5"
1-/8"
0.125" Aluminum, 60S345 min.
5116°
5"
aw
0.050" A36 Steel
5/16°
5"
0.050"
0.045" (18 Ga) Steel Stud, Gr. 33 min.
1 5116"
5"
0.045"
7)MIN.Ur4i IHKtAUStltrUNU IHt Mt1ALbUUbIRAIt.
PRODUCT REVISED
as complyin g with the Florida
Building Codo
A) NO CHANGES THIS
o SHEET.
JR - 03/11/20
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No. 5870.5
O,vl 3T TE ° �.
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A LYNN MILLER, P.E.
P.E6 68705
2.724"
3.184'
O HEAD, FLANGE FRAME O HEAD, INTEGRAL
FIN FRAME
2.724"
3.65V
062"
O SILL, FLANGE FRAME
FV2*105- ---i
.062'
2.273"
.osr
n SASH PULLRAIL
I+- 2.724" -�
4.276"
OSILL, INTEGRAL
O FIN FRAME
.170'
�06271.300"7.136'
too"
aso^ 045"
Ir
.795" 795
-�.492" -� .BIT
O 7/16" BEAD O 5/16" BEAD
SASH LOCK RAIL 13 SASH TOP 8.
tz
BOTTOM RAIL
TABLE 22: MATERIAL PROPERTIES USED
FOR ANCHORAGE CALCULATIONS:
Material
Min Fr
Min. F"
Steil Screw
92 ksi
120 ksl
18A Screw
60 ksi
95 ksi
410 Serew
90 ksl
110 W
Elco UftmCorM
156Itsl
177 ksl
1/4' DeWalt UltmCon-G
410 SS DeWaltlElco CreteFkc®
140 ksi
127.4 ksl
184 ksl
189.7 ksi
6053-T5 A[-b-
18 ksi
22 ksi
A38 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksl
I-� 2.724" -+I
206W
.asz^
7.488° +I
2.766"
062"
OHEAD,EQUAL JAMB, FLANGE
LEG FRAME O FRAME
i � 2.7241
3.151'
eO SILL, EQUAL LEG FRAME
2211"
1
1.8Ij03"
_J_- 1
.170"
1.246-
3.908"
.062"
t0 SILLADAPTER
OJAMB INTEGRAL O JAMB, EQUAL LEG
FIN FRAME FRAME
7
.040"
1.5113"
_L
BOB-.
tt INSTALLATION
HOLE COVER
1.415�+�
'2U ��U .710"
is SILLTRACK
.380"
903T
"
14 HD MEETING RAIL 15 STD MEETING RAIL to SCREEN ADAPTER
*INT.
CONE
STRUCT
POL114" NOM.
BUTYLENE
DESIC
EXT. GLASS
GLASS
KODISPACE
70 4SG TPS
HOT -MELT
BUM
3116"
STRUCTURAL
SILICONE
FOAM WITH
DESICCANT
EXT. GLASS
INT. G
SUPER® R SPACE
71
NXT G
i
.062° �.7223"
•--►1 .875" � I
to WINDLOADADAPTER
1.446" -[
518"
040 7
z0 ANTI-LIFTCLIP
�-{ .630" .464"
- :7t ---] E
.79'r .79B'
.070" -►� .085" -_
G IG BEAD 216 IG SNAP BEAD
ALUMINUM DESICCANT FILL
REINFORCEMENT POLYISOBUTYLENE
SEAL 5/76" NOM.
NOM. 5/16" NOM SILICONE
BUM & SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS EXT. GLASS
INT. GLASS
LASS INT. GLASS
DURASEALe XL EDGEm
72 SPACER 73 SPACER
PRODUCT REVISED
as complying with the Florida
Building Code
Non No. 20.0406.04
!ration Date• 0/23/2023
Br•
Miam ade Produt:Ma trot
A) UPDATED MATERIAL
PROP. TABLE.
0
"s
JR - 03/11/20
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-�ATZE
�1110NAL 11,111 1E ��..
A. LYNN MILLER, P.E.
P.E.S 58705
TABLF 23-
Item #
Part#
Description
Material
1
624038
Head, Flange Frame
Alum. 6063-76
2
624039
Head, Integral Fin Frame
Alum. 6063-76
3
624040
Head, Equal -leg Frame
Alum. 6063-76
4
624001
Jamb, Flange Frame
Alum. 6063-T6
5
624017
Jamb, Integral Fin Frame
Alum. 6063-T6
6
624028
Jamb, Equal -leg Frame
Alum. 6063-T6
7
624035
Sill, Flange Frame
Alum. 6063-T6
8
624036
Sill, integral Fin Frame
Alum. 6063-T6
9
624037
Sill, Equal -leg Frame
Alum. 6063-76
10
624034
Sill Adaptor
Alum. 6063-TB
11
624043
Sash Pull Rail
Alum. 6063-T6
12
624006
Sash Lock Rail
Alum. 6005A-T61
13
624041
Sash Top & Bottom Rail
Alum. 6063•TB
14
624027
HD Meeting Rail
Alum. 6063-TS
15
624005
Std. Meeting Rail
Alum. 6005A-761
16
624047
Screen Adapter
Alum.5063•T6
17
624051
Installation Hole Corer
Alum. 6063-T6
18
64125M
Windload Adapter
Alum.6063-T6
19
624042
Sig Track
Alum. 6063-T6
20
624015
Anti -Lift Clip
Alum. 5063-T6
21A
624009
IG Bead
Alum.6063-T5
21B
624011
IG Snap Bead
Alum.6063-T5
23
624026
7/16" Lami Glaz. Bead
Alum. 6063-T6
24
624013
5/16' Lami Glaz. Bead
Alum. 6063-76
30
6TP247
Glazing Bead„Bulb Vinyl for #524013 & #624026
Vinyl
31
6TP248
Glazing Bead, Bulb Vinyl for #624009 & #624011
Vinyl
32
712653K
Mono setting Block 3/32" X1/4" X1'
Neoprene
33A
71715K
I Lami IG Setting Block 1/8" x 3/4 x 1-1114"
Neoprene
33B
624014
1G Snap Setting Block
Vinyl
35
724045
Sweep Latch
Cast Zinc
36
71298
Weep Hale Cover
Vinyl
37
41722
Hole Plug
Vinyl
38
724021
Lock Rail Cover, (LH & RH)
Vinyl
39
724050
Pull Rail End Cap
Vinyl
40
724048
Roller Housing & Sash Guide
Vinyl
41
724052
Roller Wheels
Stainless Steel
42
724054
Sash Top Rail Gasket, (LH & RH)
Polyethylene
43
724055
Sash Bot Rail Gasket, (LH & RH)
Polyethylene
44
724057
Frame Header Gasket, (LH & RH)
Polyethylene
45
724058
Frame Sill Gasket, (LH & RH)
Polyethylene
46
724063
Meeting Rai) 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 X 3/8" Ph. PH SMS (Windload Adapter)
Stainless Steel
61
781PQX
#8 X 1" Qd. PH SMS (Frame & Sash Assembly)
Stainless Steel
63
Aluminum Screen with Fiberglass Mesh
Varies
70
Kommeding Kodispace 4SG TPS
See Sheet
18for
Materials
71
Quanex Super Spacer nXr
72
Quanex Duraseal Spacer
73
Card nal )L Edge Spacer
74
Dow 791, 899, 983 or GE 7700 Backbedrgng
Silicone
IeF.W:ILTIP.WATftfil WE9*1-1
NOTES:
1) ALL CORNERS TO USE GASKET AND/OR SEALANT.
2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY-
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.04
A) ADDED BACKBEDDING
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