HomeMy WebLinkAboutNOA Horizontal Rolling WindowRECEIVED REVIEWED FOR
MIAMI-DARE- MAR 2 5 2022 CODE COMPLIANCE _DADE COUNTY
[4919 St..Lude County ST. LUCIE C® ""' CONTROL SECTION
Permitting �CC LO 11805 SW 26 Street, Room 208
c
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Miami, Florida 33175
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qoy/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This- NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11HR-5510" PVC Horizontal Rolling Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-EIR5510-01 titled "Horizontal Roller - LM", sheets 1
through 18 of 18, dated 05/15/15, with revision C dated 04/02/20, 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 and renews NOA# 17-0411.08 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 Sifang Zhao, P.E.
FILE COPY
NOA No. 20-0406.01
Expiration Date: September 24, 2025
�v Approval Date: August 27, 2020
08/27/2020 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.15-0903.10)
2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of
18, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0714.17)
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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 5410 and series
5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory,
Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega,
P.E. (Submitted under NOA No.15-0903.10)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 5510 PVC
horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 15-0903. 10)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.01
Expiration Date: September 24, 2025
Approval Date: August 27; 2020
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 5510 PVC
horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 15-0903. 10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19.
2. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/18.
3. NOA No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White
Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/18.
4. NOA No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior
Extrusions for Windows and Doors", expiring on 04/16/20.
5. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors",
expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC-
61b Edition (2017), dated 08/02/17 and Statement letter of no financial interest, dated
03/31/17issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17)
3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by
Jaime Gascon, P.E. (Submitted under NOA No. 15-0903. 10)
G. OTHERS
1. NOA No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC
Horizontal Rolling Window - L.M.I., expiring on 09/24/20.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.01
Expiration Date: September 24, 2025
Approval Date: August 27, 2020
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Drawing No. MD-1-IR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of
18, dated 05115115, with revision C dated 04/02/2020, 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 Dowsi1791 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, RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-6tb
Edition (2017) and FBC-71h (2020) dated 04/02/2020, prepared by manufacturer,
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. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
3. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their
"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 03/08/18,
expiring on 02/28/23.
4. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for
Windows and Doors" dated 02/27/20, expiring on 04/16/25. 1
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.01
Expiration Date: September 24, 2025
Approval Date: August 27, 2020
E-3
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS(coNnNuED)
5. NOA No. 20-0203.04 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/27/20, expiring on 04/16/25.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-61 Edition (2017) and FBC-
711 Edition (2020), dated 03/27/20, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/27/20, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. NOA No. 17-0411.08, issued to PGT Industries, Inc. for their Series "HR-5510" PVC
Horizontal Rolling Window - L.M.I., expiring on 09/24/20.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.01
Expiration Date: September 24, 2025
Approval Date: August 27, 2020
E-4
2.5 ANCHORS, SEE
CLUSTER DETAILS SHEET 6 12-3/4" MAX. O.C.
8" MAX. --••
A, SEE
SHEET 3i
EQUALLY
SPACED _
ANCHORS PER
TABLES 17.22
SEE SILL
WEEPHOLE--/
DETAILS,
SHEET3
B, SEE
SHEET3
10" MAX.
j
j
19' 78•
MAX. O.C. MA)
BUC
HEIGI
I
I
O
—
X
—
i
1
8" MAX.
3-' `BETWE EEPHOLES
75" MAX. BUCK WIDTH
B
ELEVATION FOR TYP. EQUAL LEG FRAME
SHOWN AS OX CONFIGURATION
C, SEE
SHEET4i
1-1/4" SEE SHEETS
MAX' 9-16 D, SEE
1 r SHEET4
C
7T
MAX.
BUCK
HEIGHT
WEEPHOLE 4" O,C. 3" MAX.
DETAILS, BETWEEN
SHEET4 D
EPHOLES
75" MAX. BUCK WIDTH
SEE
SHEETS J
9-16
SEE SILL
GENERAL NOTES: SERIES 6510 IMPACT RESISTANT HORIZONTAL ROLLER
10" MAX. —�
0
.----
X
II
I
ELEVATION FOR TYP. FIN OR J-CHANNEL
FRAME SHOWN AS OX CONFIGURATION
ANCHORED THROUGH THE NAIL -FIN
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER REINFORCEMENT LARGE & SMALL MISSILE
LEVEL, SEE SHEETS 6-8 IMPACT RESISTANT
2-5 ANCHORS, SEE CLUSTER
DETAILS SHEET6 15.85° 18.94"MAX. O.C.
8" MAX, �— MAX. O.C. B, SEE
--� • r—' SHEET 3
E, SEE 1
SHEET3t
EQUALLY
SPACED
ANCHORSPER
TABLES 23-27
SEE SILL
WEEPHOLE
DETAILS,
SHEET3
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-12° THICKARE 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 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. INSTALLATION ANCHORS
SHOULD BE SEALED. OVERALL SEALINGIFLASHING 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 PER ASTM El 300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) 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-8072, 8073 & 8074; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA; ELCO/DEWALT CRETEFLEX NOA; ELCO/DEWALT AGGRE-GATOR NOA; ENERGI WINDOWAND DOOR
PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
USER INSTRUCTIONS:
STANDARDASCE 7.
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIN PRESSURE EQ
����
2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX. XO, XO S (T )
GLAZING OPTION FROM (TABLE
REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING
`��� YILYIV
N .. iv ,
��•.. /
'� CCU
TABLES 6.16 (SHEETS 6.8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
C
1,10ENSF'•.
OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET TO HELP FIND THE APPROPRIATE TABLE.
Q?
'•�
No. 58705
3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION
�• ;'
•' * -
CONDITIONS.
-O %/
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9.16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET
'•`^ �/ =
L 0 ••
1070 TECHNOLOGY DRIVE
REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THATALL MIN. REQUIREMENTS FROM THIS SHEET
SET ARE MET.
�) L
O STA OF �`
N. VEJICE, FL34275
SHEET 3 FOR FLANGE/EQUAL
���� •'•.jPL
5)INSTALL AS PER LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J•CHANNEL INSTALLATION.
ORIOP.•'' \_��
(941}480.18W
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS.
/OtVAlI.'��G
NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE,
A,LY��IMI� R, P.E.
FIN OR EQUAL LEWBOX), SEE FIGURE B ON SHEET 2.
P.E.#56705
REGISTRATIONA282B8
T-1
MAX.
BUCK
HEIGHT
15.67"
MAX. O.C.
4" O.C. BETWEEN B 3" MAX
WEEPHOLES
140" MAX. BUCK WIDTH
ELEVATION FOR TYP. FLANGE FRAME
SHOWN AS XOX CONFIGURATION
CODES / STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-09
• ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI 8100-16
• AISC 360.16
GENERAL NOTES.........................1
ELEVATIONS ................................. I
FRAME, GLASS & ANCHOR
OPTIONS ............................. 2
INSTALLATION, FLANGE &
EQUAL LEG/BOX................. 3
INSTALLATION, INTEGRAL FIN
& J•CHANNEL...................... 4
GLAZING DETAILS ............ _.......... 5
DESIGN PRESSURES...................6-8
ANCHOR QUANTITIES ...............- 9-16
EXTRUSION PROFILES & ISOM....17
ASSEMBLY.....................................18
C) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE
TABLE -
AK - 03/27/20
PRODUCT REVISED
as complying wIth the Rorlda
Building Code
NOA-No. 20-0406.01
Expiration Date 09/242025
ey
Mlaml-Dade Product Control
I GENERAL NOTES & ELEVATION I J ROSOWSKI I
I HORIZONTAL ROLLER - LM 105115115 1
HR-5510 I NTS I 1 OF 18
MD-HR5510-01
Glass
Type
Description (Listed from Exterior to Interior)
5
7/8" Laminated I.G.: 1/8" A Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Intedayer
6
718" Laminated I.G.: 1/8" T Exterior Cap + 7116" Air Space + 5119' Laminated; (2) Utes of 118" A Glass with .090" PVB Intedayer
7
7/8' Laminated I.G.: 3/16" A Exterior Cap + 3/8' Air Space + 5/16' Laminated; (2) Utes of 1/8" A Glass with .090" PVB Intedayer
8
7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5116' Laminated; (2) Utes of 1/8" A Glass with .090" PVB Interiayer
10
7/8" Laminated I.G.: 1/8' T Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Utes of 1/8" H Glass with .090" SG Intedayer
11
718" Laminated I.G.: 3116" A Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Utes of 1/8" H Glass with .090" SG Intedayer
12
7/8" Laminated I.G.: 3/16' T Extedor Cap + 318" Air Space + 5/16' Laminated; (2) Lites of l/8" H Glass with .090" SG Intedayer
14
718" Laminated I.G.: 1/6" T Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Utes of 3/16" A Glass with .090" SG Intedayer
15
7/8" Laminated I.G.: 3116" A Exterior Cap + 1/4" Air Space + 7/16' Laminated; (2) Utes of 3/16" A Glass with .090" SG Intedayer
16
7/6" Laminated I.G.: 3/16" T Extedor Cap + 1/4" Air Space + W16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer
TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment'
A
#10 SMS
(steel, I" S.S.
or 410 S.S.)
P.T. Southern Pine ( -0.
7/16"
MY
Steel. A36'
318"
0.050"
Steel Stud. A653 Gr. 331
3/8'
0.0451" (18 Ga.)
Aluminum, 6063-TV
318"
0.050"
3116" steel Ultracon or
Ultracon+
P.T. Southern Pine (SG=0.55)
7/16"
1-3/8"
Concrete (min. 3 ksi)
T.
1-wo"
3/18" steel Ultredon
Ungrouted CMU, (ASTM C-90)
2-112"
1-1/4"
3l16" steel Ultracon+
Ungrouted CMU, (ASTM C-90)
1"
B
#12 SMS
(steel, 18.8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9116"
1-3/8'
Steel, A36'
31W
0.050"
Steel Stud, A653 Gr. 33'
3/s"
0.0451" (18 Go.)
Aluminum, 6DB3-Tb'
318"
0.067
1/4" steel Ultracon or
Ultracon+
P.T.Southern Pine (SG=0.55)
V
1-316"
1/4" steel CreteBex
P.T. Southern Pine (SG=0.55)
1"
1-318"
1M4 steel Aggre-Galor
P.T. Southern Pine (SG=0.55)
1"
"/8"
1/4" steel Ultracon
Concrete (min. 285 ksi)
i'
1.314"
Ungrouted CMU, (ASTM C-90)
2-12'
1-114"
CReIA
l Ultracon+
Concrete (min. 3 ksl)
1.3116"
1.314"
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
el CreteBex
Concrete (min. 3.35 ks7
1"
1.3/4"
el Ultracon
Concrete (min. 2.85 ksi)
2-1/2"
"14"
l Ultracon+
Concrete (min. 3 ksi)
2-1/2"
1-314"
l Ultracon+
Ungrouted CMU, (ASTM C-90)
2.1/2'
1-1/4'
Dl
CreteBex
Concrete (min. 3.35 ksi)
2-112"
1.114"
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-1/4"
Aggre-Gator
Concrete (min. 3.275 ksi)
1-1/2"
-3 s"
Grouted CMU, (ASTM C-90)
2"
2"
TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN
Group
Anchor
Substrate
Min. Edge
Min,
Distance
Embedmenr
E
2-1/7 x .131" Common Nail
P.T. Southern Pine (SG=0.55)
3/8'
2.7/16'
2-117 Ringshank Roofing Nail
P.T. Southem Plne (SG-0.55)
318'
2-7116"
P.T. Southern Pine (SG=0.55)
12"
1.318'
#10 Trusehead SMS
Aluminum, 6063-T5'
3/8'
0.050"
(steel, 18.8 S.S.
Steel Stud, Gr. 33"
318'
0,0451' (18 Ga.)
or 410 S.S.)
Steel, A36•
3/8'
0.050'
F
P.T. Southern Pine (SG=0.55)
9116"
1.3/S"
412 SMS
Aluminum. 6063451
318'1
0.063'
(steel, I" S.S.
Steel Stud, Gr. 33'
31W
0.050'
or 410 S.S.)
Steel, A38•
318"
0.050,
MIN. OF 3
THREADS
BEYOND THE
METAL
SUBSTRATE.
"UNGROUTED
CMU'VALUES
MAY BE USED
FOR GROUTED
CMU
APPLICATIONS.
"A' = ANNEALED
'H" = HEAT STRENGTHENED
"r'=TEMPERED
'PVB" = .090" TROSIFOL® PVB
BY KURARAY AMERICA, INC
'SG" = .090" SENTRYGLASO
INTERLAYER BY KURARAY
AMERICA, INC.
'GLASS TYPES 5, 7, 11 & 15
MAY NOT BE USED IN THE
HVH2AB0VE 30'.
Material
Min. Fy
Min. F„
Steel Screw
92 ksi
120 ksi
18-8-Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco/DeWait Aggre-Gatos®
57 ksi
96 ksi
Elco UllraCor*
155 ksi
177 ksi
3/16" DeWalt UltraCon+®
117 ksi
164 ksi
1/4" DeWalt UltraCon+9
410 SS Elco/Dewalt CreteFex(D
148 ksi
127.4 ksi
164 ksi
189.7 ksi
6063.75 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
68 ksi
Gr. 33 Steel Stud
33 ksI
45 ksi
INSTALLATION NOTES, SEE SHEETS 3 & 4 FOR ILLUSTRATIONS:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES
2 & 3, THIS SHEET. 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 2,
THIS SHEET. ALL WOOD BUCKS LESS THAN i-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 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM BEADING TO BEADING.
4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS.
TART F A• INr1Fx 11F INATAI I ATIM MFTPnr)q PFP FPAMF TYPF
Frame
(see Fig B)
Glass
Options
(see Table 11
InstallationTypes
Conditions
Substrate Option Detail Sheet
J-Channel
(#1)
6-8
Through the
integral Ila......
....into 2X Wood Frame/Buckstrip - sheet 4, option 5
....Into Metal - sheet 4, option 8
Through the frame
ofthe window......
••••into 2X Wood Frame/Buckstrip, -sheet 4, option 6
.,..into Metal - sheet 4, option 7
Flange
(#2)
All
Through the frame
ofthe window......
....Into 2X Wood Frame/Suckstrip - sheet 3, option 1
....Into Concrete/CMU -sheet 3, optan 2
••••through 1X Buckstrip into Concrete/CMU -sheet 3, option 3
....Into Metal - sheet 3, option 4
Integral Fin
(0)
Through the
Integral fin......
...,Into 2X Wood FramefBuckstdp -sheet 4, option 5
....into Metal - sheet 4, option 8
Through the frame
of the window ......
••••Into 2X Wood Frame/Buckstrip -sheet 4, option 6
.... into Metal -sheet 4, option 7
Box /
Equal -Leg (#4)
All
Through the frame
ofthe window ......
....Into 2X Wood Frame/Buckstrip -sheet 3, option 1
....Into Concrete/CMU - sheet 3, option 2
.... through 1X Buckstrip Into Concrete/CMU -sheet 3, option 3
....Into Metal -sheet 3, option 4
Me'] IPF R• FPAMF TVPFq
D °
FLANGE
9T
4 0 o
BOX OR
EQUAL-
LEG
J-CHANNEL
00
INTEGRAL
FIN
.`` Y LYNN /�
ON.•••••••. M ���
\� �t`�• ' 1,10ENSF' ��(� :
newerom
C)REV ISEDANCHOR TABLE,
CORRECTED TABLE 4.
AK - 03/27/20
• MIN. OF 3
THREADS
BEYOND THE
METAL
SUBSTRATE.
* =
* , No. 58705aD
'•• 2 0 :�•
17 ''. A OF
i� ''•...........(ORIOP.•''G\��
�� .
1/0NAL��011``\
A LYNNItSirl.k P.E.
P.E#58705
DesedptTon:
GLASS/ANCHORS/FRAME
1070 TECHNOLOGY DRIVE
N. VENICE, FT.34275
(041}d80.1600
Trcer
HORIZONTAL ROLLER - LN
Se-lVoda:
HR-5510
SM/W
NTS
REGISTRATiON0129296
OPTIONS
2 OF 18
PRODUCT REVISED
as compiYtn9 with the Florida
Building code
NDA-No. 20-0406.01
Expiration Date 09/24/2025
By
Miami -Dade Product Control
crown W.
J ROSOWSKI
Doter
05/15/15
Drawing No. Rew
MD-HR5510-01 C
INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES
TYP. ANCHOR TYPE,
INSTALLATION
EMBEDMENT AND EDGE
OPTION 1
DISTANCE PER SUBSTRATE,
ANCHORED THROUGH EDGE DISTANCE -
SEE TABLE 2, SHEET 2.
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, SHEET 2.
—.
FLANGE
EMBEDMENT 010 OR#12 STEEL
FRAME
SMS (GS), SEE
SHOWN O
TABLE 2, SHEET 2.
2
Da
�1/4' MAXSHIM
13
72
I(�I
DADE APPROVED MULLION, _.
29 FBC COMPLIANT
ALUMINUMlSTEEI FRAMING
OR STEEL STUD. MAY BE
VISIBLE
FIXED
VERTICAL OR HORIZONTAL.
LIGHT
LITE
SEE SUBSTRATE PROPERTIES,
HEIGHT
TABLE 2, SHEET2
BUCK
qp_\
HEIGHT EXTERIOR
T
/ \
VISIBLE
21 OROOR 23 LIGHT
(SEE SHEETS B-8) HEIGHT
TYPICAL FOR
ALL SASH
WEEP OPT.
NOTCHES
3/4" X 1/4"
1-1/4"X 1/4"
EQUAL LEG
FRAME SHOWN
INSTALLATION
OPTION 2
ANCHOREDTHROUGH
FRAME DIRECTLY INTO
CONCRETEICMU.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE VERTICAL
DISTANCE PER SUBSTRATE,
SEE TABLE 2, SHEET 2. SECTION B-B
OPERABLE
SASH
FRAME
SHOWN
1/4" MAX
SHIM
INSTALLATION
OPTION 4
ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2
FRAME INTO METAL
�+-- 114" MAX. SHIM r� 1
�13) �e
FLANGE
FRAME
SHOWN
(SEE SHEETS I
"XO" OR "OX"
ALL "XOX" FIXED MEETING RAIL
FIXED
LITE
VISIBLE
TYPICAL FOR ALL
"XO" OR "OX" SASH
OPERABLE
SASH
VISIBLE
LIGHT WIDTH
MEETING RAIL BUCK WIDTH
EXTERIOR
V
INSTALLATION OPTION 3
ANCHORED THROUGH FRAMEAND IX
BUCKSTRIP INTO CONCRETE/CMU.
SEE NOTE 2, SHEET 2.
1/4" MAX SHIM
{I�—
EMBEDMENT
29
28�
I
—T
i
EDGE
^
L-L J
DISTANCE
/I
•• _
ANCHOR TYPE,
❑
(VI
EMB
EMEEDMENT AND
"
—EDGESUBS DISTANCE PER
SUBSTRATE, SEE
TABLE 2, SHEET 2.
4
EQUAL
LEG
(1) AT MIDSPAN OF INTERLOCK
FRAME
4
(1) 3-I/2" FROM EACH SASH
SHOWN
CORNER AND AT CENTER OF
SASH STILESIRAILS
SHEETS 7.8) TYPICAL
ALL'XOX" SASH
BUCK WIDTH
HORIZONTAL SECTION E-E (XOX) EQUAL -LEG PRODUCT REVISED
FRAME as complying with the Florida
INSTALLATION AS PER SECTION A -A ABOVE SHOWN Building Code
I I I I I NOA-No. 20-0406.01
NY LYfd/y ��ii Revision:
O ,. • • �i� C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025
��.,. •'•VICENSE'•. �(� AK-03/27/20
z.
No 58705 Miami -Dods Product ContFO
EDGE
DISTANCE VISIBLE LIGHT FORMULAS
^ >4_
_
•, it
_ ,n U��OFO
Desa7pBon:
FLANGE & EQUAL-LEG/BOX FRAMES
Drown W.
J ROSOWSKI
1070 TECHNOLOGY DRIVE
(EQUAL-LITE, XO & OX)
% O '. ST��
N.VENICE,FL34275
WIDTH: BUCK WIDTH/2-4-1/4"
��� at ORIDA. •''•\
S '' •••••• G ��
(941w(I-1500
T10r.
HORIZONTAL ROLLER -LM
Date:
05/15/15
HEIGHT: BUCK HEIGHT-74W
'S ��
�-",/ I//f1fA'L1�
—1.
A LYR. RE
Sertes/Model•
HR-5510
F__
7
Sheet
Drawing No.
MD-HR5510-01
Raw.
C
P.E# 58705
REGISTRATION 02M
NTS
1 3 OF 18
INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHOREDTHROUGH
INTEGRAL FIN INTO 2X
�— EMBEDMENT
WOOD FRAME OR BUCK -
STRIP. SEE NOTE 2.
SHEET2.
J-CHANNEL
FRAME SHOWN In1
r3,7DC
72 C
O
VISIBLE FIXED
LIGHT LITE
HEIGHT
BUCK EXTERIOR T_
HEIGHT
VISIBLE
21 OROOR 23 LIGHT
(SEE SHEETS 8.8) HEIGHT
TYPICAL FOR
ALL SASH
86
OPT.
80 81 �
WEEP 29
NOTCHES
3/4" X 114"
1-1/4" X 1/4"
33
FIN FRAME
SHOWN
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE SEE -
OPERABLE
SASH
TABLE 3, SHEET 2. ----1 EMBEDMENT r—
INSTALLATION OPTION 5 VERTICAL
ANCHORED THROUGH INTEGRAL FIN SECTION D-D
INTO 2X WOOD FRAME OR BUCK -
STRIP. SEE NOTE 2, SHEET 2.
i
EDGE
DISTANCE
INSTALLATION
OPTION 7
ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2
INTO METAL (INTEGRAL
FIN/FLANGE REMOVED)
#10 OR #12 STEEL
SMS (GS), SEE
TABLE 2, SHEET 2.
114" MAX SHIM
TYP. ANCHOR TYPE, FIN AND/OR
EMBEDMENT AND EDGE FLANGE MAY BE
DISTANCE PER SUBSTRATE, REMOVED IN -FIELD
SEE TABLE 3, SHEET 2
Kz
DADE APPROVED MULLION,
FBC COMPLIANT
ALUMINUM/STEEL FRAMINO
OR STEEL STUD. MAY BE
VERTICAL OR HORIZONTAL.
SEE SUBSTRATE PROPERTIES,
TABLES 2 & 3, SHEET 2.
SASH
VISIBLE
LIGHT WIDTH
1/4" MAX. SHIM
FIXED
LITE
LIGHT WIDTH
TYPICAL FOR ALL
"XO" OR "OX" SASH
OPERABLE
SASH
VISIBLE
LIGHT WIDTH
(SEE SHEETS 6.8) TYPICAL FOR ALL
"XO" OR "OX" FIXED MEETING RAIL
BUCK WIDTH
HORIZONTAL SECTION C-C (OX)
FOXED
LITE
OPERABLE
SASH
VISIBLE
LIGHT WIDTH
EXTERIOR
V
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO 2X
WOOD FRAME OR SUCKSTRIP. SEE
NOTE 2, SHEET 2.
EMBEDMENT �(T'
29 Q 1
28 EDGE
,-, DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 2, SHEET 2
(SCREW SHOWN)
FIN
FRAME
SHOWN
INSTALLATION
22 OR 23
OPTION 8
(SEE SHEETS 7-8) ANCHORED THROUGH
TYPICAL FOR
FIN INTO METAL
ALL "XOX"
(FLANGE MAY BE REMOVED)
SASH^
_l(am�
#10 OR #12 STEEL
(35). SEE
91 In
TABLE 2, SHEET 2.
FRAME I �J JL
SHOWN U �-- --r o _�— _7
0F 3 25 OR 26 VISIBLE 42 EXTERIOR ' 0
LIGHTWIDTH 72 1q J-CHANNEL
(SEE SHEETS 6-8) TYPICAL FOR FRAME
ALL "XOX" FIXED MEETING RAIL SHOWN
BUCK WIDTH
)LDGE
AK - 03/27/2011/4"MAX HORIZONTAL SECTION C-C (XOX)
SHIM (1) AT MID -SPAN OF INTERLOCK
O (i) 3-1/2" FROM EACH SASH
CORNER AND AT CENTER OF
INSTALLATION AS PER SECTION D•D ABOVE
iSASH STIIESIIiAILS NY LYf�fy,C) NO CHANGES THIS SHEET.
TANCE � F';' •.Cn�%
_.: No. 58705
Qes 1066M
VISIBLE LIGHT FORMULAS = ': y L a Q 107oTECHNOLOGYDRNE J-CHANNEL & INTEGRAL FIN FRAMES
O y N. VENICE FL
(EQUAL-LITE, XO & OX) T aF aee
WIDTH: BUCK WIDTH /2-4-1f4" ',�ss •• ��RIDP,. •'G���. HORIZONTAL ROLLER - LM
HEIGHT: BUCK HEIGHT -7-1f4"/O/I(AL
1111�7 SeNes/Modeh Scats. Sheet
A LY44Iv�ILLER, P.E HR-5510 NTS 4 OF 16
P.E#5I ER REGISTRATIONi129298
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.01
Expiration Date 09/24/2025
By
Miami -Dade Product Control
J ROSOWSKI
05/15/15
0-01 _L_ _
STRUCTURAL
POLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS- ,/
STRUCTURAL
SILICONE
FOAM
WITH
DESICCANT
EXT. GLASS-%/
BUTYL &
DESICCANT
FOAM
EXT. GLASS--\,
POLYISO-
IUTYLENE
SEAL
EXT. GLASS
-1/4' NOM.
78 KODISPACE
4SG TPS
P.ti[dLF�-1
-MELT BUTYL
-3/16" NOM.
SUPER
SPACER@ NXT-
\-INT. GLASS
_ALUMINUM
REINFORCEMENT
5/16" NOM.-I
DURASEAI9
78 SPACER
GLASS
ANT FILL AREA
-5/16" NOM.
SILICONE SEAL
79 XL EDGET"'
S SPACER
r. GLASS
-1 7/8 .NOM.
5116" A/A PVB
7/16" AIR SPACE —
1/8" A GLASS —
aEXTERIOR
5/16" H/H SG —
7/16" AIR SPACE-
1/8" T GLASS -
a EXTERIOR
GLASS TYPE 5
-1 7/8 -NOM. r—
GLASS TYPE 10
OM.GLASS
rYP.
7/16" A//
1/4" AIR
3116" A
7/8.NOM. [—
5/16" A/A PVB —
7/16" AIR SPACE-
1/8" T GLASS -
a EXTERIOR
I v 'Ili III
GLASS TYPE 6
7/8" NOM. �+-
5/16" H/H SG-
3/8" AIR SPACE -
3/16" A_ GLASS -
aEXTERIOR
GLASS TYPE 11
-�{ 7/8" NOM.
•-�{ 7/8" NOM.
5116" A/A PVB —
3/8" AIR SPACE -
3/16" A_ GLASS -
aEXTERIOR
GLASS TYPE 7
�•{ 71W NOM. �+-
5/16" H/H SG —
3/8" AIR SPACE -
3/16" T_ GLASS -
aEXTERIOR
7/16" A/A SG —
1/4" AIR SPACE -
3/16" T_ GLASS -
aEXTERIOR
GLASS TYPE 12
7/8" NOM.
-+{ 7/8" NOM.
5/16" A/A PVB —
3/8" AIR SPACE-
3/16" T_ GLASS -
a EXTERIOR
7/16" A/A SG —
5/16" AIR SPACE-
1/8" _T GLASS-
C] EXTERIOR
GLASS TYPE 8
7/8° NOM.
I I/N 11 I
GLASS TYPE 14
GLASS TYPE 15 GLASS TYPE 16 a come yi 9 wi h the Florida
Handing code NOA-No. 20-0406.01
t� r/ Rerfsloa
MvAl /�'�� C) NO CHANGES THIS SHEET. Expiration Date 09/24/2025
TYP. GLAZING DETAIL `` �r��'' LICENSEE ���(AK-03127120 By G-'
No. 58705 •� Mlaml-Dade Product control
"A"- ANNEALED -
Descriptlon
Material
Kommerling 4SG TPS Spacer System
See this
Sheet for
E77
Quanex Super Spacer nXr with Hot Melt Butyl
Quanex Duraseal Spacer
Materials
CardinalX_ Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
"H" = HEAT STRENGTHENED
TEMPERED
= -O =
C.(' .�C/�
1070 TECHNOLOGY DRIVE
FL 34275
DescrfPtim.
GLAZING DETAILS
Drown
J ROSOWSKI
"PVB" = .090" TROSIFOLG PVB BY KURARAY AMERICA, INC,
"SG"-
%�Q ' TE OZF > �
'T ''
N. VENICE,
Titles
��
.090'SENTRYGLAS®INTERLAYERBYKURARAY
AMERICA, INC.•.,<,ORIOP..•\G\C��
F '•
(841}450-16D0
HORIZONTAL ROLLER WINDOW - LM
05/15/15
A
FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1,
A
ACENN►tl.,6d,P.E
A
SeK'9/Mad"h
HR-5510
Scala
NTS
s'tiesE
5OF18
DraHng No.
MD-HR5510-01
Rev:
C
SHEET2.
P.E#587os
REGISTRATION #28298
Index to All Design Pressure and Anchor Quantity Tables
CAnfig
Max.
width
Max.
Height
Glass
Type
Reirlf.
Level
Design Pressure
Anchor Quantity
Table
ShoatH
Table
Sheatk
XO
or
OX
75°
54'
5-8
1
6
6
17
8
2
7
6
18
g
63°
W"
3
8
7
18
10
4
it
8
21
11
72'
6-8
4
10
8
20
10
75'
76'
10.12
4
12
8
22
11
14-16
4
12
8
22
11
XOX
120'
63°
5-8
3
8
7
23
12
5 & 6
4
13
B
24
13
7 & 8
4
14
B
25
14
140.
63"
10 -12
4
15
8 1
26
15
14-16
4
16
8 1
27
16
--� 4" MAX. O.C.
� j/ 5-ANCHOR
CLUSTER DETAIL
4" MAX. O.C. —�-I �•r-
'44:LAN
CUSTER DETAIL
4"MAX. O.C. f-+—
3-ANCHOR
CLUSTER DETAIL
8" MAX. O.C.
4" MIN. O.C. 1 I
2-ANCHOR
CLUSTER DETAIL
TARI F A -
Glass Types
Design Pressure (lbsKf)
5-8
forXOOrOXV4indows
Re)nf. level R1
All Buck Heights up to 54"
All Buck Widths
+50 / SO
up to 76'
Jtt IABLt I/hUK ANUKUKAUt
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R1 REINFORCEMEP
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
NOTES:
1) USE THESE TABLES FOR ALL WINDOWS
INSTALLED THROUGH THE FRAME OR
INTEGRAL FIN.
2) FRAME DIMENSIONS ARE BUCK WIDTH AND
BUCK HEIGHT (SHEETS 34). SASH SIZE IS AS
PER THE FIGURE
3) FOR SIZES NOT SHOWN, ROUND UP TO THE
NExTAVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE.
4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT
THOSE STANDARD SASH CONFIGURATIONS
FALL WITHIN THE SASH WIDTH RANGE IN THE
ADJACENT COLUMN. "CUSTOM" INDICATES
THAT NO STANDARD SASH CONFIGURATIONS
FALL WITHIN THE RANGE.
Glass Types
Design Pressure (ibsV)
5-6
forXOorOXWiindows
Reird. Level R2
All Buck Heights up to 54"
All Buck Widths
+65 (-70
up to 75"
SEE TABLE 18 FOR ANCHORAGE
R
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R2 REINFORCEMEP
H (REINFORCEMENTS SHOWN
HT IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
oNV LYNAI p,
� ..•'' L4CENSF''•���
` No. 58705 '
OOP : SAE F� U (vim.
i �S '•'10RIDPA.."
",,//'OVAL �N
A LNNN Mjl.g i P.E.
SASH WIDTH I
R
H
iT
MEETING RAIL
JAMB TEM
xE '0,OR
o �
PRODUCT REVISED
-
as complying with the Florida
Building Code
NOA-No. 20-0406.01
Aeviaton:
C) NO CHANGES THIS SHEET.
Expiration Date 09/24/2025
AK - 03127/20
nm
By
Miami -Dade Product Control
Deaalpf7on:
nwn W.
1070TECHNOLOGYDRIVE DESIGN PRESSURE TABLES
J ROSOWSKI
N. VENICE. FL 34278
nOs
hate:
(941}480.1600
HORIZONTAL ROLLER - LM
05/15/15
SW-11Mode4 Scale: Sheeh
Drewing No. Rev:
HR-5510 NTS 6 OF 18
MD-HR5510-01 C
C
HEADER
22
O
SASH
HEIGHT
PIP,
F T- TEWOR
a
0
SILL
�+--- SASH WIDTH
e
e
MEETING RAIL
4
_
25
C22 22 o
E%TEPoOA
JJAMB
e C o
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R3 REINFORCEMENT
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
NOTES:
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN,
2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4)'1/4-1/2-IN' AND "1/3-1/3.1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH
RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN
THE RANGE.
TART F A -
Glass Types
Design Pressure QbsK )
5-8
forXOorOXWiindows
Relnr. Level R3
All Buck Heights up to BY
All Buck Widths
+50/SO
up to 75"
5tt I ABLE 19 FUR ANGHORAUt
TART F e-
Glass Types
5-8
Relnt Level
R3
Sea h
Con6gum0on
Sash
Width
Range On)
Design Pressure (Ibs/ft )forXOX
WndO
Window Buck Height
48"
54"
63"
35-1/4"
j/a-y %
11.391 - 11.391
+50.0
50.0
+50.0
.50.0
+50.D
-50.0
38"
Yg %_y,
12.308-12.308
+50.0
50.0
+50.0
-60.0
+50.0
.50.0
45-IIT
% %-%
11.301 - 13.397
+50.0
-50.0
+50.0
-60.0
+5D.0
-50.0
Ya-Y-'/a
113.398 -14.683
.50.0
50.0
+50.0
50.0
+50.0
50.0
47-3W
y4_y %
11.391-12.297
+50.0
50.0
+50.0
-60.0
+50.0
•50.0
%-'/a-%
12.298-15.558
+50.0
-50.0
+50.0
50.0
+5D.0
90.0
Custom
11.391-12.016
+50.0
1 50.0
+50.0
-50.0
1 +50.0
50.0
t 52-1/8"
/ %
12.017-13.397
+50.0
50.0
+5D.0
•50.0
1 +50.0
50.0
%-Y,-%
13.398-17.016
+50.0
50.0
+50.0
-50.0
+50.0
.50.0
m
m
Custom
11.391-13.397
+50.0
-50.0
+50.o
.50.0
+50.0
•50.0
60"
%-%--%
13.398-15.360
+50.0
-50.0
+50.0
.50.0
+50.0
50.0
%-%-y
15.361-19.641
+50.0
50.0
+50.0
-50.0
+50.0
50.0
75"
Custom
11.391-13.397
+50.0
-50.0
+50.0
50.0
+50.0
50.0
% th %
13.398-19.110
+50.0
50.0
+50.0
50.0
+50.0
50.0
%m%-%
19.111-24.641
+50.0
50.0
+50.0
50.0
+50.0
-50.0
Custom
18.360-19.397
+50.0
50.0
+50.0
50.0
+49.1"
-49.1"
9G
Y%_y
19.398-24.360
+50.0
50.0
+50.0
50.0
+50.0
•50.0
Custom
24,361-30.360
+50.0
50.0
+50.0
50.0
+50.0
.60.0
12T
%_%-%
--30.360
+50.0
-5o.0
+50.0 I
-50.0
+49.1'
-49.1"
-DUI-au rUK ULAbS I TFtb b-0 5EE TABLE 23 FOR ANGHORAGE
MIN. SASH SIZE = WINDOW WIDTH - %28
2
PRODUCT REVISED
as complying with the Rorlda
11 I 1111 /
Rovleton:
C) NO CHANGES THIS SHEET.
Dullding Code
NCA-No. 20-0406.01
EXPIroUon Date 09/24/2025
0AV �.,�
�2, R '• ��
AK-03127/20
* ; No. 58705
Mlaml-Dade Product Control
DOW11PDen:
Deorn Hr-
1070TECHNOLOGY DRIYE
�; Z6
O '.YliTETF
DESIGN PRESSURE TABLES
J ROSOWSKI
•��`
�, (� 'c<ORIDP•.•'• ���
N. VENICE. FL94276
(84t}480-18�
AHa
Date:
701v
HORIZONTAL ROLL. LM
05/15115
IE�G���
sneer
Dm�iny No
A LYNN MILIllLER P.E.
HR-5510
NTS
7 OF 18
MD-HR5510-01
C
REG1sT;txnoi H2g288
P.F-058705
TARI_F 1n•
Glass Types
Design Pressure (lbs/fe)
6-e
forXO or OX Windows
ReInL Level R4
Ali Buck Heights up to 72•
All Buck Widths
+50l-50
up to 7S
5EE I ABLE ZO FOR ANOHORAGE
TART F IA -
TABLE 11:
Glass Types
5-8
Design Pressure (Ibs/ft2) for
XO or OX Windows
Relnt Level
R4
Window Buck Height
48'
1.
63'
25-112'
+65.0
-70.0
+65.0
-70.0
+65.0
-70.0
28'
+65.0
-70.0
+65.0
-70.0
+65.0
-70.0
36-
*65.0
-70.0
-65.0
-70.0
+65.0
-70.0
m 42"
-65.0
.70.0
+65.0
.70.0
+65.0
.70.0
c 48'
+65.0
-70.0
+65.0
.70.0
+65.0
-70.0
60'
+65.-o
-70.0
+65.0
50.0
+65.0
-70.0
75'
+65.0
.70.0
+65.0
-70.0
+64.3•
-64.3•
-+aOt-tu rum bu,00 I Tres 0-0
SEE TABLE 21 FOR ANCHORAGE
Glass10 12pes
Sash
Configuration
Sash
Wldh
Range (in)
Design Pressure pbs/f12)forXOX
Windows
Reinf. Leval
R4
Window Buck Height
48'
54"
63"
Custom
11.391 - 13.397
+65.0
.110.0
+65.0
1.110.0
1 +65.0
-110.0
60.
% % y
13.398 - 15.360
+85.0
-110.0
+65.0
410.0
+65.0
.110.0
15361-19.641
+-65.0
1.110.0
+65.0
-110.0
+65.0
-110.0
G
75"
Custom
11.391.13.397
+65.0
1.110.0
+65.0
-110.0
-65.0
-110.0
% % %
13398-19.110
+65.0
-110.0
+65.0
•110.0
+65.0
-110.0
Y. % %
19.111-24.641
+65.0
1.110.0
+65.0
-110.0
+65.0
-110.0
Custom
17.641.19.397
-65.0
.110.0
+65.0
-110.0
+6501
-104.61
�1a 96'
Y/ Y2 %
19.398 - 24.360
+65.0
.110.0
+65.0
I -110.0
+65.0•
-109.5'
Custom
24.361-31.641
+65.0
I -110.0
+65.0
-110.0
+65.0
-110.0
120"
y-Y2-y
29.641 - 32.515
+65.0
-110.0
+65.0
.110.0
+65.01
-104.6'
%-% 132
516 - 39.641
+65.0
-110.0
+65.0
410.0
+65.0 1
-110.0
140"
Custom I
••-39.641
+65.0
-110.
+va. it�r�R OLR�Irrcan alL
rem c +a-
TABLE 12:
Glass Types
10-12 & 14-16
Design Pressure (lbs/ft2) for
XO or OX Windows
Reint Level
R4
Window Buck Height
1.1
63'
76'
25-112'
+65,0
-110,0
+65,D
-110.D
+65.0
-110.0
28'
+65.0
-110.0
+65.0
-110.0
+65.0
-110.0
36'
+65.0
-110.0
+65.0
-110.0
+65.0
-110.0
m 42•
+65.0
.110.0
+65.0
-110.0
+65.0
-110.0
48'
+65.0
-110.0
+65.0
-110.0
+65.0
-110.0
60'
+65.0
-1120
+65.0
-110.0
1 +65.0
.93.9
75'
-65.0
-110.0
+65.0
-103.5
+65.0
•80.0
0 +65.0 -110.0 +Bi.O'-104.6• FXTER10R
SEE TABLE 26 FOR ANCHORAGE a
"MIN. SASH SIZE= WINDOW WIDTH -60.72
2
Glass
1e s
sesn
ConSashtlon
Sash
Width
Range (In)
Design Pressure (Ibs/fe) forXOX
Windows
Reinf. Level
R4
Window Buck
Height
48"
51V
63"
Custom
11.391-13.397
+65.0
410.0
-85.0
.110.0
+65.0
.110.0
60"
% % y
13.398 - 15.360
-65.0
.110.0
+65.0
.110.0
+65.0
-i1Q0
15.361-19.641
+650
-110.0
+65.0
-110.0
-65.0
.110.0
E
76-
Oustom
11.391 -13.397
«65.0
-110.0
.65.0
.110.0
+65.0
.109.3
% %-y
13tll - 19.110
-65.0
-1%0
+65.0
-110.0
+65.0
-1020
X-A-'/s
119.111 -24.641
+65.0
-11QO
+65.0
-110.0
+65.0
.1029
to
98"
Custom
17.641 - 19.397
-65.0
-110.0
+65.0
-11110
+65.0
-97.4
% h y
19.308 - 24.360
+65.0
1 -110,0
+65.0
-110.0
+65.0
-920
Custom
24.361-31.641
-65.0-110.0
+65.0
-110.0
+65.0
-88.4
120"
/a-11
29.641 -32515
+650
-110.0
r65.0
-109.8
+65.0
-84.3
'S•'�-%
32.5t6 - 39.ti41
+650
-11Q0
+65A
-1050
IN
-80 .8
140"
Custom
-39.641
-65.01.110.0
+65.0
-1050
+65.0 1
-80.0
5EE TA13LE 22 FOR ANOHORAGE
R
H
• SASH WIDTH =i
TABLE 13:
Glass Types
5 & 6
Sash
Confgtaet9on
sash
WidthReinf.
Range (in)
Design Pressure (Ibs/ft2) for XOX Windows
Level
R4
Window
Buck Haight
36"
48'
54•
63'
1.
Custom
11.391 - 13.397
+65.0
1 -70.0
+65.0
•70.0
♦65.0
-70.0
+65.0
.65.3
y %_y
13.398 - 15.360
+65.0
-70.D
465.0
-70.0
.65.0
.70.0
+65.0
-70.0
-'y-y
15.361-19.841
+65.0
-70.0
+65.0
-70.0
+85.0
-70.0
+65.0
-70.0
33
Custom
11.391-13.397
+65.0
-70.0
+65.0
-69.6
+63.3
-63.3
+53.2
-63.2
75*
y-y-y
13.398-19.110
+65.0
-70.0
+65.0
-70.0
+65.0
•66.6
+56.2
-56.2
-�
19.111 - 24,641
+65.0
-70.0
+65.0
-70.0
+65.0
-70.0
+65.0
-66.0
T?
Custom
18.360-19.397
+65.0
.70.0
+59.9
-59.9
+55.5
-55.5
+49.1
-49.1
9S
y_y_Y
19398 - 24 360
+65.0
-70.0
+62.1
-62.1
+58.0
1-58.0
+50.3
50.3
Custom
21361-30i60
+65.0
.70.0
+65.0
.70.0
+65.0
E7.3
+57.0
57.0
120-
y_y_y
••-30.360
+65.0
-70.0
.59.9
-59.9
+65.5
55.5
M9.1
-49.1
TART F IA- •• MIN. SASH SIZE - rr vv --r n - an.Lo SEE TABLE 24 FOR ANCHORAGE
Glass Types
7 & B
gy�h
Configuration
Sash
Width
Range (in)
Design Pressure (ibs)ft2) forXOX Windows
Rerd. Level
R4
Windom
Buck
Height
39'
%.
5c
BT
Custom
11.391 - 13.397
+650
-70.0
«65.0
.70.0
+65.0
.7Q0
+65.0
-7Q0
OW
Ye=h-''/+
13.398-15.360
+850
-70.0
+65.0
-70.0
+65.0
.70.0
+650
-7Q0
15.381-19.641
+650
-70.0
+65.0
-70.0
+65.0
-70.0
+65.0
' .70.0
9
ULston
11.391-13.397
+65.0
-70.0
«E5.0
-70.0
+65.0
-7UA
+650
-70.0
76,
vil y.
13.398 - 19.110
+6E0
-70.0
+65.0
I .70.0
+65.0
-70.0
+65.0
-7D.0
ya M-35
19.111-24.641
+65.0
-70.0
+65.0
1 -70.0
+65.0
.70.0
+65.0
70.0
Custon
18.360-19.397
+65.0
.70,0
+65.0
•10.0
+.,,1
-70.0
ylg.
ll-24.360
-MO
-70.0
650
-70.0
+65.0
i -7Q0
aston
4..380
+850
-7Q0
+65.0
.70.0
+65.0
! .70.0
�*6�5,1*-67,21
y-y2_X
•' -30.360
+65.0
.70.0
+650
700
+S&O
.70.0
+65/-70 FOR GLASS TYPE 8
MIN. SASH SIZE= WINDOW WIDTH -59.28
2
SECTION DETAIL
e o
MEETING RAIL
FOR WINDOWS WITH
LEVEL R4 REINFORCEMENT
26
(REINFORCEMENTS SHOWN
=7j
IN FIGURES APPLY TO ALL
--.\ 23 23 o
JAMB ERIOR
FRAME TYPES &
CONFIGURATIONS) GLASS TYPES 10.12 & W16
Vn o
e
MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
FIN FRAMES
JCC IMaLC Lt rVRI4rl.RURRUC
NOTES:
1) USE THESE TABLES FORALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE.
2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE
4)-1/4-1/2-1/4-AND "1/3-1/3-1/3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE
�,•�' NY LYNA, �
........
n�jl %�
eas�n:
C) NO CHANGES THIS SHEET.
��O' tCCN
`` Pam; F ' .•l�v
AK-03127/20
No. 58705
,• Z 2 O ,: ��`
1070 TECHNOLOGY DRIVE
DESIGN PRESSURE TABLES
'c4
N. VENICE, FL 34276
TlBe:
OR .•'• \���
SS'' ••••.• �G��
<<, /ONAL
(941)480.1600
HORIZONTAL ROLLER -LM
,..
/ t 1 I ff� v v v
A LYNNMILLER• P.E.
Satto/Modeh
HR-5510
Seale:
NTS
Sheet
8 OF 18
P.F-# 68705
REGISTRATION #29296
PRODUCT REVISED
Besuilding Ccorrlplyingode with the Florida
NOA-No. 20-0406.01
Expiration Date 09/24/2025
By_
Mlaml-Dade Product control
Dram ey.�
J ROSOWSKI
Date:
05/15/16
Dmrbg
MD-HR5510-01 C
TART F 17-
Glass Types
Anchor Quantities for XO or OX Windows
5-8
Sash
Width
30" Height
1 36" Helght
48" Height
54" Height
30" Height
36" Height
46" Height
54" Height
fin)
Head
- Head a
Head
Head
n
Head
Head
Head
Head
Reinf. Level
& Sill
nm & Sill -m
& Sill
&Sill
'
&SIII
' &SiIII
& SIII
,E° & Sill
R1
Anchor Group A
Anchor Group C
25-1/2"
12A47
1+C2+1
2 1+C2+1
31
1+C2+1
3 1+C2+1
13
1+02+1
21
1+C2+1 13
1+C2+1
3
1+C2+1
3
v
28"
13.397
1+C2+1
2 1+C2+1
31
1+C2+1
3 1+C2+1
3
1+C2+1
21
1+C2+1
3 1+C2+1
3
1+C2+1
3
36"
17.397
1+C2+1
2 1+C2+1
3
1+C2+1
3 1+C2+1
3
1+C2+1
2
1+C2+1
3 1+C2+1
3
1+C2+1
3
m
42"
20.397
1+C2+1
2 1+C2+1
3
1+CZ+1
3 1+C2+1
3
1+C2+1
2
1+C2+1
3 1+C2+1
3
1+C2+1
3
c
48"
23.397
1+C2+1
2 1+C2+1
31
1+C2+1
3 1+C2+1
3
1+C2+1
2
1+C2+1
3 1+C2+1
3
1+C2+1
3
v
�
60"
29.397
2+C2+2
2 2+C2+2
31
2+C2+2
3 2+C2+2
3
2+C2+2
2
2+C2+2
3 2+C2+2
3
2+C2+2
3
75"
36.897
2+C2+2
2 2+C2+2
31
2+C2+2
3T 2+C2+2
3
2+C2+2
2
2+C2+2
3 2+C2+2
3
2+C2+2
3
Anchor Group B
Anchor Group D
25-1/2"
12.147
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
31
1+C2+1
21 1+C2+1
3 1+C2+1
3
1+C2+1
3
28"
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1+C2+1
3 1+C2+1
3
1+C2+1
3
36'
17.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1+C2+1
3 1+C2+1
3
1+C2+1
3
m
42"
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1+C2+1
3 1+C2+1
3
1+C2+1
3
0
48"
23.397
1+C2+1
2 1+02+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1+C2+1
3 1+C2+1
3
1+C2+1
3
c
60"
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
2+C2+2
2 2+C2+2
3 2+C2+2
3
2+C2+2
3
75"
1 36.897
2+C2+2
2 2+02+2
3 2+C2+2
3 I 2+C2+2
3
2+C2+2
2 2+C2+2 131
2+C2+2
131
2+C2+2
3
SEE TABLE 6 FOR DESIGN PRESSURE
TABLE 19-
Glass Types
Anchor Quantities for XO or OX Windows
5-8
Sash
Width
30" Height
36" Height
1 48" Height
54" Height12+C2+2
30" Height
36" Height
48" Height
54" Height
(in)
Head
Head
a Head
n Head
Head
Head
,9 Head
a Head
ReinL Level
&Sill
&Sill
&Sill
' & Sill
& Sill
-m
& Sill
-m & SIII
& Sill
R2
Anchor Group A
Anchor Group C
25-112"
12.147
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
28"
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
36"
17.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
Y
Not Allowed
42"
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
m'
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
c
60"
29.397
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
75"
36.897
+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
Anchor Group S
Anchor Group D
25-1/2"
12.147
1+C2+1
2
1+C2+1
3 1+C2+1
3 1+C2+1
+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
28"
13.397
1+C2+1
2
1+C2+1
3 1+C2+1
3 1+C2+1
t3l+C2+1
+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
36"
17.397
1+C2+1
2
1+C2+1
3 1+C2+1
3 1+C2+1
+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
m
42"
20.397
1+C2+1
2
1+C2+1
3 1+C2+1
3 1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
$
48"
23.397
1+C2+1
2
1+C2+1
3 1+C2+1
3 1+C2+1
+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
60"
29.397
2+C2+2
2
2+C2+2
3 2+C2+2
3 2+C2+2
+C2+2
132+C2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
75"
36.897
2+C2+2
2
2+C2+2
3 2+C2+2
3 2+C2+2
+2
121 2+C2+2
3 2+C2+2
3 2+C2+2
3
MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO,
COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS.
5EE TABLE 7 FOR DESIGN PRE55URE
Max. Anchor O.C.
Spacing for "Integral-
Fin" Installation
Anchor
Group E
Anchor
Group F
3.8"
4"
GUIDE TO USING ANCHOR QUANTITY TABLES
FOR OX WINDOWS (XO SIMILAR):
ANCHOR QUANTITY
PER JAMB
2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY:
(2) ANCHORS AT THE FIXED SECTION
+ A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+ (2) ANCHORS AT THE SASH
TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL.
SEE ELEVATION, SHEET 1
—�•{ SEE ELEVATION, SHEET 1
�/— SEE CLUSTER DETAILS, SHEET 8
In nI i
i�SEE ELEVATION,
/ SHEET 1
SEE —
ELEVATION,
SHEET 1 MEETING RAIL
IT REPEAT ANCHOR PATTERN AT SILL
FOR XOX WINDOWS:
ANCHOR QUANTITY
PER JAMB
1+C3+2+C3+1 4 HEAD AND SILL -ANCHOR QUANTITY:
t) ANCHOR AT THE SASH
A + CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+ (2) ANCHORS AT THE FIXED SECTION
+A CLUSTER OF (3) ANCHORS CENTERED ATTHE MEETING RAIL
+ (1) ANCHOR AT THE SASH
TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL
SEE ELEVATION, SHEET 1
SEE ELEVATION, SHEET 1
• { SEE ELEVATION, SHEET 1
SEE ELEVATION,
SEE
X O X SHEET 1
ELEVATION,I
SHEET
SEE CLUSTER
MEETING RAIL
T
DETAILS,
I1
REPEAT ANCHOR PATTERN AT SILL SHEETS
Max. Anchor O.C. Anchor
Spacing for "Integral- Group F
Fin" Installation 4"
NOTES:
1) FRAME DIMENSIONS ARE BUCK WIDTH
AND BUCK HEIGHT (SEE SHEETS 34).
SASH SIZE IS AS PER THE FIGURES ON
SHEETS 6-6.
2) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20.0406.01
Expiration Date 09/24/2025
By
Miami -Dade Product Control
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TABLE 23:
MINIMIIM AMr.14nP nliAMTITIFR R14ntAM at I AWr WnPAr_F MI ICT AI en I—.. V II1nTu Tue �eev n
Glass Types
5-8
Sash
Configuration
Sash
Width
Range (in)
Anchor Quantities for XOX Windows
24' Height
I 30' Height
1 36' Height
1 48° Height
1 54' Height
63' Heigtl+C2+0+C2+1
Height
30' Height
36" Height
48" Height
54° Height
63" Height
Reinf. Level
Head & Sill
a
Head & Sill
a
E Head & Sill
>
a
Head & Sill
a
Head & Sill
>
a
Head & Sil
>
Sill
a
Head & Sill
m
Head & Sill
>
a
Head & Sill
a
Head & Sill
a a
' Head & Sill
Anchor Group A
Anchor Group C
35-1W
X-A-YG
11.391-11.391
1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C2+O+C2+1
3 1+C2+D+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+C2+1
2 1+C2+O+C2+1
2 1+Cx+O+q+1
3 1+C2+0+C2+1
4 1+C2+O+C2+1
4 1+C2+0+C2+1 4
38-
YS-M-Y.
12.308 - 12.308
1+C2+0+CZ+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
45-1/8'
%%-y
11.391-13.397
1+C2+0+C2+1
2 1+C2+O+C2+1
2 i+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+D+C2+1
4 1+C2+D+C2+1
4 1+C2+0+C2+1 4
13,398 - 14.683
1+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+D+C2+1
4 1+C2+0+C2+1
4 1+C2+0+CZ+1 4
473W
Y%-y
11.391 - 12.297
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
% %-'/a
12298-15.658
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+D+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+D+C2+1 4
Custom
11.391-12.016
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
95
52-1/8"
%% %
12.017-13.397
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
%%-%
13.398-17.016
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1,4
1+C2+0+C2+1
4 1+02+0+C2+1
4 1+C2+0+C2+1
2 1+C2+0+02+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2 +1 4
m
Custom
11. 391-13.397
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
v
60,
%%%
13.398-15.360
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+CZ+1
4 1+C2+1+C2+1 4
%s-%-�
15.381-19.641
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+WC2+1
4 1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+]
4 1+C2+0+C2+1
4 1+C2+p+C2+1 4
Custom
11.391-13.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
75'
'/y-Y %
13.398-19.110
1+C2+2+C2+1
2 1+C2+2+rx+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1 4
%-Y. %
19.111-24.641
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
Custom
18.360-19.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+q+3+C3+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
19.398-24.360
1+C2+3+C2+1
2 1+02+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C3+3+q+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
Custom
24.361 - 30.360
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+q+2+q+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1 4
120"
%-%--'x/a
••-30.360
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+�
4 1+C2+3+C2+1
4 1+q+3+q+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+CZ+t
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
Anchor Group B
Anchor Group D
364/4"
Y%-%
11.391-11.391
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C2+0+E+-i
4 1+C2+0+C2+1
4 1+C2+O+a+1
4
1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4
38'
Y M
12.308-12.308
1+C2+0+C2+1
2 1+C2+D+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
C2+O+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+CZ+D+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4
45-1/8"
%%%
11.391-13.397
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+D+02+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4
-)i %
13.398-14.683
1+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+D+C2+1
4 1+C2+0+Cx+1
2+O+C2+1
2 1+C2+D+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+D+c2+1
4 1+C2+O+C2+1
4
47314"
'/e-% %
11.391-12.297
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1 3
1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4
12.298-15.558
1+C2+0+C2+1
2 1+C2+0+C2+1 2
1+C2+0HC2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+p+02+1
2+0+C2+1
2 1+C2+0+C2+1 2
1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+O+02+1
4
Custom
11.391-12.0%
1+C2+1+C2+1
2 1+C2+1+C2+1 2
1+C2+1+02+1 3
1+C2+1+C2+1 4
1+C2+1+C2+1
4 1+C2+1+C2+1
2+1+C2+1 2
1+C2+1+C2+1 2
1+C2+1+C2+1 3
1+C2+1+C2+1
4 1+C2+1+C2+1 4
1+C2+1+C2+1
4
52-1/6"
'/a- %
12.017-13.397
1+C2+1+C2+1
2 1+C2+1+C2+1 2
1+C2+1+C2+1 3
1+C2+1+f2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2+1+C2+1
[1+C2+0+C2+1
2 1+C2+1+C2+f 2
1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1 4
1+C2+1+C2+1
4
x
Y3-'/a-Y3
13.398-17.016
1+C2+D+C2+1 2
1+C2+D+C2+1 2
4+C2+0+C2+1 3
1+C2+0+C2+1 4
1+C2+D+C2+1 4
1+C2+0+C2+1
2+0+C2+1 2
1+C2+D+C2+1 2
1+C2+0+C2+1 3
1+C2+0+C2+1 4
1+C2+D+C2+1 4
1+CZ+C+C2+1
4
m
Custom
11.391-13.397
1+C2+1+C2+1 2
1+C2+1+C2+1 2
1+C2+1+C2+1 3
1+C2+1+C2+1 4
1+C2+1+Cd+1 4
1+C2+1+C2+1
2+1+C2+1 2
1+C2+1+C2+1 2
1+C2+1+C2+1 3
1+C2+1+C2+1 4
1+C2+1+C2+1 4
1+C2+1+C2+1
4
c
SO"
y%%
13.398-15.360
1+C2+1+C2+1 2
1+C2+1+C2+1 2
1+C2+1+C2+1 3
1+C2+1+C2+1 4
1+C2+1+C2+1 4
1+C2+1+C2+1
2+1+C2+1 2
1+C2+1+C2+1 2
1+C2+1+C2+1 3
1+C2+1+C2+1 4
1+C2+1+C2+1 4
1+C2+1+C2+1
4
5
Y.-Y.-Y.
15.361-19.641
1+C2+0+C2+1 2
1+C2+0+C2+1 2
1+C2+0+C2+1 3
1+C2+0+C2+1 4
1+C2+0+C2+1 4
1+C2+0+C2+1
2+0+C2+1 2
1+C2+D+C2+1 2
1+C2+0+C2+1 3
1+C2+D+C2+1 4
1+C2+O+C2+1 4
1+C2+O+C2+1
4
Custom
11.391-13.397
1+C2+3+C2+1 2
1+C2+3+C2+1 2
1+C2+3+C2+1 3
1+C2+3+C2+1 4
1+C2+3+C2+1 4
1+C2+3+C2+1
2+3+C2+1 2
1+C2+3+C2+12
1+C2+3+C2+1 3
1+C2+3+C2+1 4
1+C2+3+C2+1 4
1+C2+3+C2+1
4
75-
%a-y--%
13.398-19.110
1+C2+2+C2+1 2
1+C2+2+C2+1 2
1+C2+2+C2+1 31+C2+2+C2+1
41+C2+2+C2+1
4
1+C2+2+C2+1
2+2+(x+1 2
1+C2+2+C2+1 2
1+C2+2+C2+1 3
1+C2+2+C2+1 4
1+C2+2+C2+1 4
1+C2+2+C2+1
4
%-%-Y,
19.111-24.641
1+C2+1+C2+1 2
1+C2+1+C2+1
1 3
1+C2+1+C2+1 4
1+C2+1+q+1 4
t+C2+1+C2+1
4
1+C2+1+C2+1 2
1+C2+1+C2+1 2
1+C2+1+C2+1 3
1+C2+1+C2+1 4
1+C2+1+C2+1 4
1+C2+1+C2+1
4
Custom
18.360-19.397
1+C2+3+C2+1 2
1+C2+3+q+11
3
1+C2+3+C2+1 4
1+C2+3+C2+1 4
1+C2+3+C2+1
4
1+C2+3+C2+1 2
1+C2+3+C2+1 2
1+C2+3+C2+13
1+C2+3+C2+1 4
1+C2+3+C2+1 4
1+C2+3+C2+1
4
%ya%
19.398. 24.360
1+C2+3+C2+1 2
1+C2+3+C2+11
3
ME
1+C2+3+C2+1 4
1+C2+3+C2+1 4
1+q+3+C2+1
4
1+C2+3+C2+1 2
1+C2+3+C2+1 2
1+C2+3+C2+1 3
1+C2+3+C2+1 4
1+C2+3+C2+1 4
1+C2+3+C2+1
4
Custom
24.381-30.360
1+02+2+C2+1 2
1+C2+2+C2+1
3
1+C2+2+Cx+1 4
I+Cx+2+C2+1 4
1+C2+2+C2+1
4
1+C2+2+C2+1 2
1+C2+2+C2+1 2
1+C2+2+C2+1 3
1+C2+2+C2+141+C2+2+C2+1
4
1+C2+2+C2+1
4-30.360
1+C2+3+C2+1 2
1+C2+3+C2tt
3
1+C2+3+(x+1 4
1+C2+3+(2+1 4
1+C2+3+(�+1
4
1+C2+3+C2+1 2
1+C2+3+C2+1 2
1+C2+3+(x+1 3
1+CZ+3+C2+1 4
1+(xt3+C2+1 4
1+(+3+C2+1
4
Max. Anchor O.C, Anchor Anchor
Spacing for "Integral- Group E Group F
Fin" Installation 2.9" 4"
'• MIN, SASH SIZE WINDOW WIDTH - 59.28 NOTES: SEE TABLE 9 FOR DESIGN PRESSURE
2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34).
SASH SIZE IS AS PER THE FIGURES ON SHEETS 63.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES.
4) •1/4-1/2-1/4" AND-IrJ-1/3-1/3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.01
Expiration Date 09/2412025
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Glass Types
5 & 6
sesn
Sash
Anchor Quantities for XOX 1Mndows
24- Height
30" Height
38" Height
48" Height
54" Height
63- Height
24- Height
30" Height
36- Height
48- Height
54" Height
63" Height
Reinf. Leval
R4
Configuration
Width
Range m)
9
Head & S61
E Head & SIII
E Head & Sill
Head & Sill
Head & Sill
Head & Sig
Head & Sill
Head & Sill
n Head &Sill
E Heed & Sill
m
Head 8 Sill
Head &Sill
Anchor Group A
AnchorGroup C
,00
m
35-114"
%-Yaa-%a
11.391-11.391
-
Not Allowed
1+C2+0+C2+1
2 t+C2+OrC2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
38'
%%-%
12.308 - 12.308
1+12+0+C2+1
2 1+C2+0+C2+1
2 i+C2+0+C2+1
3 1+C2+0+C2+1
4 1*C2+O+C2+1
4 1+C2+O+C2+1 4
%Y, %
11.391-13.397
1+a+0+C2+1
2 1+CZ+O+C2+1
2 t+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+O+C2+1 4
/a-/a-Ya
13.398-14.683
NC2 0*C2+1
2 1*C2+0+C2 1
2 1+C2+0+C2 1
3 1 C2+O+C2 1
4 1 C2+0 C2+1
4 1 C2+O+C2 1 4
473,4"
%a-ji %
11.391-12.297
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+CZ+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+t 4
-),
12.298-15.558
t+C2*0+C2+1
2 1+C2+0+C2+1
2 1+C2*0rC2*1
3 1+C2+0+C2+1
4 1+C2+0+C2*1
4 1+C2+0•C2+1 4
52-1/8'
Custom
11.391-12.016
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
%% %
12.017-13.397
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2r1
4 1+C2+1+C2+1
4 NC2+1+C2+1 4
%-M-M
13.398-17.016
t+C2+0+C2+1
2 1+C2+0+C2+i
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
80'
Custom
11.391-13.397
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1-C2+1 4
%-'M-y
13.398-15.360
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
Y 36-%a
15.361-19.641
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C2+D+C2+1 4
75"
Custom
11.391-13.397
1+C2+3+C2+1
2 1•C2+3+C2+1
2 1+C2+3+C2+1
3 I+C2+3+C2+1
4 1+C2+3+C2+1
4 t+C2+3+C2+1 4
/4-/:-ia
13.398-19.110
1+C2+2+C2+1
2 1+CZ+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1 4
y%%a
19.111 - 24.641
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+02+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
96"
Custom
18.360-19.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
Y%-y
19.398-24.360
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
Custom
24.361-30.360
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2*2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1 4
120'
% '% %
"-30.360
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2*1
4 1+C2*3+C2+1
4 1+C2+3+C2+1 4
Anchor Group B
AnchorGroup D
35-1/4-
%%-%
11.391-11.391
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+D+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+O+C2+1 4
1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C2+O+C2+1
3 1+C2+O+C2+1
4 1+C2+O+C2+1
4 1+C2+0+C2+1 4
38"
%-y-Y3
12.308-12.308
1+C2+0+C2+1
2 1+C2+0+C2+1
2 7+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+O+C2+1 4
1+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
11.391-13.397
1+C2+O+C2+1
2 1+C2+0+C2+1
2 14C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 I+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+O+C2+1 4N
45 1/8°
13.398-14.683
1+C2+0rC2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 t+C2+0+C2+1
4 C2+0*C2+1
4 1+C2+0+C2+1 4
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2*0+C2+1
3 1+C2+0•C2+1
4 1+C2+0*C2+1
4 1*C2+0+C2r1 4
'/a %-)'
11.391-12297
1+C2+1+C2+1
2 NC2+1+C2+1
2 1+C2+1+C2+1
3 t+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 NC2+1+C2+1
4 1+C2+1+C2+1 4
4TJ/4°
%a- %
12.298-15.558
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+O+C2+1
4 1+C2+0+C2+1 4
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
Custom
11.391-12.016
NC2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
1 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
52-1/8'
%%-y
12.017-13.397
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+CZ+1+C2+1 4
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
-y
13.398-17.016
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+D+C2+1
4 1+C2+D+C2+1
4 1+C2+O+C2+1 4
1+C2+0+C2+1
2 t+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
m
Custom
11.391-13,397
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
1+C2+1+C2+1
2 1+C2*1rC2+1
2 i+C2+1+C2N
3 1+C2+1+C2*1
4 1+C2*1+C2+1
4 1+C2*1+C2*1 4
0
60'
Y %%
13.398 - 15.360
1+C2+1+C2+1
2 t+C2+1+C2+1
2 NC2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1*C2+1+C2+1 4
-%-Ya
15.361-19.641
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1*C2+0+C2+1
3 1+C2+D+C2+1
4 1+C2+0+C2+1
4 1+C3+0+C3+1 4
t+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+O+C2+1
4 1+C2+O+C2*1 4
Custom
11.391-13.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1*C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
1+C2+3+C2+1
2/+C2+3+C2*1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
75"
is-Y2-%
13.398-19.110
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1 4
1+C2+2+C2+1
2 NC2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1 4
%-Y,-%
19.111-24.641
1+C2+1+C2+1
2 1+C2N+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+i
4 1+C2N+C2+1
4 1+C2+NC2+1 4
1+C2+NC2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+NC2+1
4 1+C2+NC2+1 4
Custom
18.360-19.39T
1*CZ+3+C2+1
2 1+C2+3+C2+1
1+C2+3+C2+1
3 1+C2+3+C2+1
4 1rC2*3+C2+1
4 1+C2*3+C2+1 4
1+C2+3+C2+1
2 1+C2+3+C2*1
2 1+C2+3+C2N
3 1+C2+3*C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+t 4
g8"
is-Y/Z %
19.398-24.360
1+C2+3+C2+1
2 1+C2+3+C2+1
1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
Custom
24.361-30.360
1+C2+2+C2N
2 1+C2+2+C2+1
211 +C2+2+C2+1
3 1+C2+2+C2+t
4 NC2+2+C2H
4 1+C2+2+C2+1 4
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+CZ+2+C2+1
3 1+C2+2+C2+1
4 1*C2+2+C2+1
4 1+C2+2+C2+1 4
120"
Y%-Y4
-30.360
1+C2+3+C2+7
2 1+C2+3+C2+1
NC2+3+C2+1
3 1+C2+3+C2+7
4 NC2*3+C2+1
4 1+C2+3+C2+1 4
i+C2+3+C2+1
2 1-C2+3+C2+1
2 1+C2+3+C2*1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
Max. Anchor O.C. EAnchor
Spacing for "Integral_up F
Fin" Installation "
WINDOW WIDTH -59.28 NOTES: J" 'ro" "`°'� """"" r"`•"""`
"MIN. SASH SIZE = 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34).
SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8.
2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE
3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES.
4) "1/4-1/2-1/4° AND °1r3-113.113" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
IN THE ADJACENT COLUMN. "CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE
PRODUCT REVISED
as complying with the Rorlda
Building Code
NOA-No. 20.0406.01
Expiration Date 09/24/2025
By
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7 & 8
Sash
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Anchor Quantities for XOX Windows
24° Height
30" Height
36° Height
1 48" Height
54- Height
1 63- Height
24• Height
30° Height
36" Height
I 48" Height
1 54- Height
63' Height
Reint Leael
R4
Configuration
Width
Range (n)
Head 8 Sili
a a
Head & S01
Head & Sill ,�
a
Head & Siil
a
' Head 8 Sill
a
Head 8 Sill
a
Head & S01
a
, Heed 8 Sill
a
Head 8 Sill
-
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a
Head & SIII
a
Head & Sili
a
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Anchor Group A
Anchor Group C
m
35.1/4"
Y.-Y.-Y.
11.391-11.391
Not Allowed
1+C2+0+C2+1
1+C2+0+C2+1
1+C2+D+C2+1
1+C2+D+C2+1
1+C2+1+C2+1
1+C2+0+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+O+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+D+C2+1
1+C2+3+C2+1
1+C2+2+C2+1
1+C2+1+C2+1
1+C2+3+C2+1
1+C2+3+C2+1
1+C2+2+C2+1
1+C2+3+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C7+0+C2+1
2 1+C2+1+C2+1
2 1+C2+D+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+0+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+WC2+1
2 1+C2+3+C2+1
2 1+C2+2+C2+1
2 1+C2+1+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+2+C2+1
2 1+C2+3+ 1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+02+1
2 1+C2+1+C2+1
2 1+C2+0+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+0+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+D+C2+1
2 1+C2+3+C2+1
2 1+C2+2+C2+1
2 1+C2+1+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+2+C2+1
2 1+C2+3+C2+1
3 1+C2+O+C2+1
3 1+C2+o+C2+1
3 1+C2+0+C2+1
3 1+C2+O+C2+1
3 1+C2+1+C2+1
3 1+C2+D+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+0+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+0+C2+1
3 1+C2+3+C2+1
3 1+C2+2+C2+1
3 1+C2+1+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+2+C2+1
3 1+C2+3+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C2+1+C2+1
4 1+C2+0+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+0+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+0+C2+1
4 1+C2+3+C2+1
4 1+C2+2+C2+1
4 1+C2+1+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+2+C2+1
4 1+C2+3+C2+1
411+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+1+C2+1
4 1+C2+0+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+0+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+0+C2+1
4 1+C2+3+C2+1
4 1+CZ+2+C2+1
4 1+C2+1+C2+1
4 1+C2+3+C2+1
4 1+C3+3+C3+1
4 1+C3+2+C3+1
4 1+C3+3+C3+1
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
38°
% Ys%
12.308-12.308
45.1/8"
-Y
11.391-13.397
-/-/
13.398-14.683
473/4'
Y/a-Y Y4
11391-12297
12.298-15.558
52-1/6°
Custom
11.391-12.016
% Yz-y
1ZO17-13.397
%a-%s-%
13.398-17.016
60"
Custom
11.391-13.397
%-j/z-'/a
13.398-15.360
%%s-%
15.361 - 19.641
75'
Custom
11.391-13.397
Y.-Y2-'/e
13,398 - 19.110
+++
/s-/-/
19.111 - 24.641
96°
Custom
18.360-19.397
%a-y %
19.398 - 24.360
Custom
24.361 - 30.360
120"
%a-Y2 %
-30.360
Anchor Group -
Anchor Group
35-1/4"
'Y/s-'-Y/r
11.391-11.391
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+D+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C2+0+C2+1
4 1+C2+D+C2+1
4 1+C2+0+C2+1 4
38°
%s--%s-%
12.308 - 12.308
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C2+G+C2+1
4 1+C2+0+C2+1
4 1+C2+D+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+D+C2+1
4 1+C2+0+C2+1 4
/a-Yz-y
11.391.13.397
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
45-1/8"
13.398-14.683
1+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
% %-'/e
11.391-12.297
1+C2+1+C2+1
2 1+02+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
47-&4"
Y.-y %
12.298-15.558
1+C2+O+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+D+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
Custom
11.391-12.016
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1tC2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 7+C2+1+C2+1 4
L
52-118"
j4-% %
12.017-13.397
1+C2+1+C2+1
+1
2hI+C2+l+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+
m
% %%a
13.398-17.016
1+C2+0+C2+1
2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+O+C2+1
4 1+C2+0+C2+1
2 1+C2+D+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+D+C2+1 4
m
Custom
11.391-13.397
1+C2+1+C2+1
2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
60"
%%%
13.398-15.360
i+C2+1+C2+1
22+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4%%-'/a
15.361-19.641
1+C2+o+C2+1
22+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C3+O+C3+1
4 1+C2+O+C2+1
2 1+C2+o+C2+1
2 1+C2+D+C2+13
1+C2+ptC2+1
4 1+C2+O+C2+
+++ +Custom
11.391-13.397
1+C2+3+C2+1
22+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
75'
'/a-'/z-'/o
13.398.19.110
1+C2+2+CZ+12
2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C3+2+C3+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2+1 4
-YY.
19.111-24.641
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C3+1+C3+1
4 1+C2+1+C2+1
2 1+C2+1+02+1
3 1+C2+1+C2+1
4 1+C2+1+C2+1
4 1+C2+1+C2+1 4
Custom
18.360. 10.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C3+3tC3+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
95"
Y/e-%-Y/a
19.398-24.360
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C3+3+C3+1
4 1+C2+3+C2+1
2 1+C2+3+02+1
E22+-+l
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C2+3+C2+1 4
Custom
24.361-30.360
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C3+2+C3+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C2+2+C2+1
4 1+C2+2+C2±1 4
12W
Y4-Y/z-Y/a
"-30.360
1+C2+3+C2+1
2 1+C2+3+C2+121+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C2+3+C2+1
4 1+C3+3+C3+14
1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
+0
4 1+C23^e
c
41+CL+3+Ce22+114
c
Max. Anchor O.C. Anchor
Spacing for "Integral- Group F
Fin" Installation 3.7"
'• MIN. SASH SIZE= WINDOW WIDTH -59.28 NOTES:
2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). SASH SIZE IS AS PER THE
FIGURES ON SHEETS 6.8.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABLE.
3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES.
4) "1/4-1/2-1/4" AND "1/3.1/3.113" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE
PRODUCT REVISED
as complying with the Florida
Buriding Code
NOA-No. 20-0406.01
Expiration Date 09/24/2025
By
Miami -Dade Product Control
C) NO CHANGES THIS SHEET.
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TABLE 26: MINIMUM ANCHOR OUANTITIFS SHOWN_ At ANCHORAOF MUST ALSO COMPI Y WITH THE MAx O.C. SPACING. SHOWN ON TI-IF FI EVATmm.q
Glass Types
10 -12
Sash
Sash
Width
Anchor Quantities forXOX Windows
24' Height
30" Height
36' Height
1 48' Height
54' Height
63° Height
24' Height
30' Height
36' Height
1 48' Height
54' Height
1 63" Height
Relnt Lew
R4
Configuration
Range (m)
Head & Sig
a
' Head & Sill
a
' Head & Sill
' Head & SRI
a
E- Head & Sill
a
' Head & Sig
E Head It Sill
a
Head & Sig
a
' Head & Sig
a
E Head & Sill
Head & Sill
Head & Sig
Anchor Group A
Anchor Group C
m
-'S
354/4'
%-1/r-j5
11.391-11.391
Not Allowed
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+CZ+1
4 1+C2+0+C2+1 4
38'
%a--%-%
12.308-12.308
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0iC2+1
4 1+C2+0+C2+1
4 1+C2+0+CZ+1 4
45-1/8'
11.391 - 13.397
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2-1
4 1+C2+0-:C2+1
4 1+C3+0+C3+1 4
h%%
13.398 - 14.683
1+C2+0+C2+1
2 i+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+02+1
4 1+C3+0+C3+1 4
47-3/4'
Y%-)0
11.391-12.297
i+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 t+C2+0+C2+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
%-%-%
12.298-15.558
1+CZ+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C3+O+C3+1
4 1+C3+0+C3+1 4
52-11W
Custom
f1.391-12.016
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+D+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
%%-%
12.017 - 13.397
1+CZ+O+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
Yi %a
13.398-17.016
1+C2+0+C2+1
2 1+02+0+C2+1
2 1+C2+O+C2+1
3 1+C2+0+C2+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
60'
Custom
1 1.391 -13.397
1+C2+2+C2+1
1+C2+1+C2+1
2 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
4 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+C3+2+C3+1 4
4 1+03+2+C3+1 4
% %-%
13.398-15.360
%-%-%
15.361-19.641
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C4+0+C4+1 4
75'
Custom
11.391-13.397
1+C2+2+CZ+1
2 1+C2+3+CZ+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C3+3+C3+1
4 1+C3+3+C3+1 4
%-% %
13.398-19.110
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+3+C2+1
3 1+C3+3+C3+1
4 t+C3+3+C3+1
4 1+C4+3+C4+1 4
h %-%
19.111 - 24.6411
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C3+D+C3+1
4 1+C4+0+C4+1
4 1+C4+0+C4+1 4
96'
Custom
17.641-19.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C3+4+C3+1
4 1+C3+4+C3+1
4 1+C4+4+C4+1 4
%-y %
19.398-24.360
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C3+4+C3+1
4 1+C3+4+C3+1
4 1+C4+4+C4+1 4
%-%-%
24.361-31.641
1+C2+2+CZ+1
2 2+C2+2+C2+2
2 2+C2+2+C2+2
3 2+C3+3+C3+
4 2+C3+3+C3+
4 2+C4+3+C4+2 4
12T
Y� y4
29.641-32.515
2+C2+3+C2+2
2 2+C2+3+C2+
2 2+C2+3+C2+2
3 2+C3+4+C3+
4 2+C3+4+C3+2
4 2+C4+4+C4+ 4
32.516 - 39.641
2+C2+2+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+
3 2+C3+3+C3+2
4 2+C4+3+04+2
4 2+C4+3+C4+2 4
140`
Custom
••-38.641
2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
3 2+C3+4+C3+2
4 2+C4+4+C4+2
4 2+C4+4+C4+2 4
Anchor Group B
Anchor Group D
35-IW
%%%
11.391-11.391
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+0+C2+1
4 1+C2+01+C2+1
C2+1
4FI+C2+O.C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
38-
% %
12.308 - 12.308
1+CZ+O+C2+1
2 1+C2+D+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 I+C2+O+C2+1
4 1+C2+O+C2+1
4 1+C2+0+C2+1 4
45-V8'
11.391-13.397
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1
4C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C3+0+C3+1 4
-y %
13.398-14.683
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+CZ+1
4 1+C3+0+C3+1
42+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C3+0+C3+1 4
47-3/4'
/a-%-y4
11.391-12.297
1+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1
4C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
-%-Y3
12.298-15.558
1+C2+0+C2+1
2 1+C2+D+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C3+0+C3+1
4 1+C3+U+C3+1
4C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
Custom
11.391-12.016
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1
4C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
52-IIW
%%%
12.017-13.397
1+C2+0+C2+1 2
1+C2+D+C2+1
2 1+C2+0+C2+1
3 1+C3+o+C3+1
4 1+C3+D+C3+1
4 1+C3+0+C3+1
4C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+O+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
13.398-17.016
i+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3+1
3kI+C3-3+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C2+0+C2+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
x
Custom
11.391-13.397
1+C2+2+C2+1I
2 1+C2+2+C2+1
2 1+C2+2+C2+1
32+1
4 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+C2+2+C2+1
2 t+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
4 1+C3+2+C3+1
4 1+C3+2+C3+1 4
m' 60"
%%-%
13.39B - 15.360
1+C2+2+C2+1 2
1+C2+2+C2+1
2 1+C2+2+C2+1
3+1
4 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
4 i+C3+1+C3+1
4 1+C3+1+C3+1 4
$
�h-j,
15.361-19.641
1+C2+0+C2+1 2
1+C2+0+C2+1
2 1+C2+0+C2+1
33+1
4 1+C3+0+C3+1
4 1+04+0+C4+1
4 1+C2+D+C2N
2 1+C2+0+C2+1
2 i+C2+0+C2+1
3 1+C3+O+C3+1
4 1+C3+0+C3+1
4 1+C4+0+C4+1 4
Custom
11.391-13.397
1+C2+3+C2+1 2
1+C2+3+C2+1 2
1+C2+3+C2+1 3Z+1
4 1+C3+3+C3+1
4 1+C3+3+C3+1 4
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
4 1+C3+3+C3+1
4 1+C3+3+C3+1 4
75"
%% %
13.398-19.110
1+C2+2+C2+1 2
1+CZ+3+C2+1 2
1+C2+3+C2+1 33+1
4
1+C3+3+C3+1
4 1+CA+3+04+1 4
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+C4+2+C4+1 4
-t/a-%
19.111-24.641
1+C2+0+C2+1 2
1+C2+0+C2+1
2 1+C3+0+C3+1 33+1
4
1+C4♦0+C4+1
4 1+04+0+04+1 4
1+C2+0+C2+1 2
1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C3+0+C3+1
4 1+C4+0+04+1
4 1+C4♦0+04+1 4
Custom
17.641-19.397
1+C2+3+C2+1 2
1+C2+3+C2+1 2
1+C2+4+C2+1 3
1+C3+4+C3+1 4
1+C3+4+C3+1
4 1+C4+4-C4+1 4
1+C2+3+C2+1 2
1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C3+4+C3+1
4 1+C3+4+C3+1
4 1+C4+4+C4+1 4
96"
%- %
19.398-24.360
1+C2+3+C2+1
1+C2+3+C2+1 2
1+C2+4+C2+1 3
1+C3+4+C3+1 4
1+C3+4+C3+1
4 1+C4+4+C4+1 4
1+C2+2+CZ+1 2
1+C2+3+C2+1 2
1+C2+3+C2+1
3 1+C3+3+C3+1
4 1+C3+3+C3+1
4 1+C4+3+C4+1 4
Y%
24.361-31.6,41
2+C2+2+C2+22+C2+3+C2+2
2
2+C2+3+C2+2 3
2+C3+3+C3+2 4
2+C3+3+C3*2 4
2+C4+3+C4+ 4
1+C2+2+C2+1 2
1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
4 1+03+2+C3+1
4 1+C4+2+C4+1 4
120"
%-y %
29.641-32.515
2+C2+3+C2+2
2+C2+3+C2+ 2
]22+
2+C2+4+C2+2 3
2+C3+4+C3+2 4
2+C3+4+C3+2 4
2+C4+4+C4+2 4
2+C2+3+C2+ 2
2+C2+3+C2+2 2
2+C2+3+C2+
3 2+C3+4+03+2
4 2+C3+4+C3+2
4 2+C4+4+04+2 4
h-y-h
32.518-39,641
2*C2+3+C2+2
C2+3+C2+2 2
2+C2+3+C2+2 3
2+C3+4+C3+2 4
2+C4+4+C4+2 4
2+C5+4+C5+2 4
2+C2+2+C2+2 2
2+C2+3+C2+2 2
2+C2+3+C2+
3 2+C3+3+C3+2
4 2+C4+3+C4+ 4
2+C4+3+C4+2 4
140"
Custom
-39.641
2+C2+3+C2+2
2+C2+3+C2+22
2+C2+4+C2+2 3
2+C3+4+C3+2 4
2+C4+4+C4+Z 4
2+C5+4+C5+ 4
2+C2+3+C2+2 2
2+C2+3+C2+2 2
2+C2+3+C2a 3
2+C3+4+C3+2
4 2+C4+4+C4+2
4 2+C4+4+C4+2 4
NOTES: SEE TABLE 15 FOR DESIGN PRESSURE
1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34).
TYPES ID-12 & 14-16
"• MIN. SASH SIZE = WINDOW WIDTH
-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8.
'GLASS
MAY NOT BE USED WITH
2
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
J-CHANNEL OR INTEGRAL
3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES.
FIN FRAMES
4)-1/4.1/2-1/4-AND "113-1/3-1/3' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
IN THE ADJACFM COLUMN. "CUSTOM* INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.01
Expiration Date 09/24/2025
By
Miami -Dade Product Control
C) NO CHANGES THIS SHEET.
AK - 03/27120
U
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Of
•�
Y
a
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UO
In
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0
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2
LL
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U U_
DMDJD
F- WZ q 00
DN
OMO
lL
On
> t
0 Z W
W
e0
J
m
LL
O
FQ
K
LU
rn
"
m
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F-
J
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® N
H
O
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0
O
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sauag
TABLE 27'
IM ANCHOR OUANTrr1ES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.0
Glass Types
14 -16
Sash
Sash
Anchor Quantities for XCIX Windows
24' Height
30' Height
38' Height
48' Height
54' Height
63' Height
24' Height
30' Helght
38' Height48'
Height
54' Height
83' Heght
RelnC Le'el
R4
Configuration
width
Range (in)
Head 8 Sill
a
m Head 8 Sill
a
Head 8 SIII
n
Head 8 S(II
a
Head 8 S01
a
E Head & S01
E Head 8 Sal
a
E Head 8 Sill
a
Head 8 Sill
a
Head 8 Sill
E Head 8 Sill
a a
E Head & SillE
Anchor Group A
Anchor Group C
m'
35-1f4'
%-%-Y
11.391-11.391
-
Not Allowed
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+02+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+O+C2+1 4
38'
12.308.12.308
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C3+0+C3+1 4
45-1/8°11.391-13.397
1+C2+O+C2+1
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
2 i+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3+t
3 1+C3+O+C3+1
4 1+C3+0+C3+1
4 1+C3+O+C3+1
4 1+C4+O+C4+1 4
4 1+C3+O+C3+1 4
13,398-I 633
47.9/4'11.391
gY4-%-'%4
-12.297
1+C2+0+C2+1
1+C2+O+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C3+0+C3+1
3 1+C3+O+C3+1
4 1+C3+0+C3+1
4 1+C3+O+C3+1
4 1+C4+O+C4+1 4
4 1+C3+O+C3+1 4
12.298-15.558
52-1/6"
11.391-12.016
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C3+0+C3+1
4 1+C4+0+C4+1
4 1+C4+D+C4+1 4
% X-%
12.017-13.397
1+C2+0+C2+1
1+C2+0+C2+1.2
2 1+C2+0+C2+1
1+C2+0+C2+1
2 1+C3+0+C3+1
2 1+C3+0+C3+1
3 1+C3+0+C3+1
3 1+C3+O+C3+1
4 1+C4+0+04+1
4 1+C4+a+C4+1
4 1+C4+O+C4+1 4
4 1+C4+D+C4+1 4
Y, %-%
13.398-17.016
6[r
Custom
11.391-13.397
i+C2+2+C2+1
1+C2+1+C2+1
1+C2+0+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+O+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C3+0+C3+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1
3 1+C4+D+C4+1
4 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+C4+0+04+1
4 1+C4+2+C4+1 4
4 1+C4+2+C4+1 4
4 1+CS+O+C5+1 4
++/,_h_Y,
13.398-15.360
%-Ys
15.361-19.641
75,
Custom
11.391-13,397
1+C2+2+C2+1
1+C2+2+C2+1
1+C2+0+C2+1
2 1+02+3+C2+1
2 1+C2+2+C2+1
2 1+C3+0+C3+1
2 1+C2+3+02+1
2 1+C2+3+C2+1
2 1+C3+0+C3+1
3 1+03+3+C3+1
3 1+C3+3+C3+1
3 1+C4+0+C4+1
4 1+C4+3+C4+1
4 1+C4+3+C4+1
4 1+C5+0+C5+1
4 1+C4+3+C4+1 4
4 1+C4+3+C4+1 4
4 1+C5+0+C5+1 4
% X-X
13.398-19.110
%-Y,-Y.
19.111-24.641
96-
Custom
17.641-19.397
1+CZ+3+C2+1
1+C2+3+C2+1
1+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 2+C2+2+C2+2
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 2+C2+2+C2+2
3 1+C3+4+C3+1
3 1+C4+4+04+1
3 2+C4+3+C4+2
4 1+C4+4+CA+1
4 1+C4+4+C4+1
4 2+C4+3+C4+
4 1+C4+4+C4+1 4
4 1+C4+3+C4+1 4
4 1+C4+2+C4+1 4
%%-X
19.398-24.360
-y %
24.361 - 31.641
120'
X-y M
29.641-32.515
2+C2+3+C2+2
2+C2+2+C2+2
2+C2+3+C2+2
2+
2 C2+3+C2+
2 2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+1x+3+C2+
3 2+C4+4+C4+2
3 2+C4+3+C4+2
3 2+C4+4+C4+2
4 2-04+4-C4+2
4 2+C4+3+C4+2
4 2+C4+4+C4+2
4 2+C4+3+C4+2 4
4 2+C4+3+C4+2 4
4 2+C4+3+C4+2 4
-%-Y,
32.516 - 39.641
14P
Custom
—-39.641
Anchor Group B
Anchor Group D
35-1/4'
%-%-%
11.391-11.391
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+C2+0+C2+1 4
38'
Ys-Ya %
12.308 - 12.308
1+C2+O+C2+1
2 1+C2+0+C2+1
2 t+C2+0+C2+1
3 1+C2+O+C2+1
4 1+C2+O+C2+1
4 1+C3+0+C3+1
4 1+C2+O+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+D+C2+1
4 1+C2+O+C2+1
4 1+C3+O+C3+1 4
Y4-y-y4
11.391-13.397
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C4+0+C4+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C3+O+C3+1
4 1+C3+0+C3+1
4 1+C4+0+C4+1 4
45-11V
13.398 - 14.683
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+O+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
X-%-X
11.391-12.297
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+O+C3+1
4 1+C3+O+C3+1
4 1+C4+0+C4+1
4 1+C2+O+C2+1
2 1+C2+0+C2+1
2 1+CN0+C2+1
3 1+C3+O+C3+1
4 1+C3+D+C3+1
4 1+C4+0+C4+1 4
47-314'
-%
12.298 - 15.558
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C2+0+02+1
2 1+C2+0+C2+1
2 1+C2+D+C2+1
3 1+C3+O+C3+1
4 1+C3+0+C3+1
4 1+C3+0+C3+1 4
Custom
11.391-12.016
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C3+O+C3+1
4 1+C4+0+C4+1
4 1+C4+0+C4+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+D+C3+1
3 1+C3+O+C3+1
4 1+C4+O+C4+1
4 1+C4+0+C4+1 4
52-119'
X-X %
12.017-13.397
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C3+0+C3+1
4 1+C4+0+C4+1
4 1+04+0+C4+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C3+0+C3+1
4 C4+1
4 1+C4+0+C4+1 4
S%-%-%
13.398-17.016
1+C2+0+02+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+03+0+C3+1
4 1+C4+O+C4+1
4 1+C4+O+C4+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C3+O+C3+1
4 C4+1
4 1+C4+O+C4+1 4
Custom
11.391-13.397
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+C4+2+C4+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 4+C3+2+C3+1
4 3+1
4 1+C4+2+C4+1 4
60'
X-y-X
13.398-15.360
1+C2+2+C2+1
2 1+C2+2+C2+1
2 I+C2+2+C2+1
3 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+C4+2+C4+1
4 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+02+1+C2+1
3 1+C3+1+C3+1
4 3+1
41+C4+1+C4+1 4o%
%
15,361-19.641
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C3+0+C3+1
3 1+C4+0+C4+1
4 1+C4+0+C4+1
4 t+C5+0+C5+1
4 1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C3+O+C3*1
3 1+C4+O+CA+1
MI+C3+2+C3+1
4 C4+1
4 1+C5+D+C5+1 4
Custom
11.391-13.397
t+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+03+3+C3+1
4 1+C4+3+C4+1
4 1+C4+3+C4+1
4 1+C2+2+C2N
2 1+C2+2+C2+1
2 1+C2+3+C2+1
3 1+C3+3+C3+1
4 C4+1
4 1+C4+3+C4+1 4
76,
X-%-X
13.398-19.110
1+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C3+3+C3+1
4 1+CA+3+C4+1
4 1+C4+3+C4+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
4 C4+1
4 1+C4+2+C4+1 4
-%-Y,
19.111-24.641
1+C2+O+C2+1
2 1+C3+0+C3+1
2 1+C3+0+C3+1
3 1+C4+0+C4+t
4 t+CS+0+C5+1
4 1+C5+0+C5+1
4 1+C2+O+C2+1
2 1+C3+0+C3+1
2 1+C3+O+C3+1
3 1+C4+0+C4+1
4 C5+1
4 1+CS+O+CS+1 4
Custom
17.641-19.397
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
3 i+C3+4+C3+1
4 1♦C4+4+C4+1
4 1+C4+4+C4+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C3+4+C3N
4 04+1
4 1+C4+3+C4+1 4
96,
'/e-X-X
19.398-24.360
1+C2+3+C2+1 2
1+C2+3+C2+1
2 1+C2+4+C2+1
3 1+C4+4+C4+1
4 1+C4+4+C4+1
4 1+C4+3+C4+1
4 1+C2+2+C2+1
2 i+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C4+3+C4+1
4 1+C4+3+ L+1
4 1+C4+3+04t1 4
-%
24.361-31.641
2+C2+2+C2+2
2 2♦C2+3+C2+2
2 2+C2+3+C2+2
3 2+C4+3+C4+2
4 2+C4+3+C4+2
4 1+C4+2+C4+1
4 1+C2+2+C2+1
2 1+C2+2+C2N
2 1+C2+2+C2+1
3 1+C4+2+C4+1
4 1+C4+2+C4+1
4 1+C4+2+C4+1 4
%% %
29.641-32.515
2+C2+3+02+2 2
2+C2+3+C2+2
2 2+C2+4+C2+2
3 2+C4+4+C4+2
4 2+C4+4+C4+2
4 2+C4+4+C4+2 4
2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+
3 2+C4+4+C4+2
4 2+34+4♦C4+
4 +3+C4+2 4
120
32.518-39.641
2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
3 2+C4+4+C4+2
4 2+Cd+4+C4+2
4 2+C4+3+C4+2 4
2*C2+2+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
3 2aC4+3+C4+
4 2+C4*3+C4+2
�2+C4+2+
4 +214T
Custom
••-39.641
2+C2+3+C2+22
2+C2+3+C2+2
2 2+C2+4+C2+2
3 2+C4+4+04+24
2+C4+4+C4+2 4
2+C4+3+C4+2 4
2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+3♦C2+
3 2+C4+4+C6+
4 2+C4+4+C4+
4 +3+C4+ 4
'GLASS TYPES 10-12&14.16 "MIN.SASHSIZE=WINDOWWIDTH-6072
MAY NOT BE USED WITH 2
J-CHANNEL OR INTEGRAL
FIN FRAMES
NOTES: stt IAHLt 10 t•VK UeWUN t•nesaune
1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4).
SASH SIZE Is AS PER THE FIGURES ON SHEETS 6.8.
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES.
4) "1/4-1/2-IM' AND-1/3-1/3-1/3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
IN THE ADJACENT COLUMN. "CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE.
PRODUCT REVISED
as complying with the Florlda
Building code 20A406.01
NOA-No.
EVIratlon Date 09/24/2025
C) NO CHANGES THIS SHEET.
AK - 03/27/20
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TABLE 28:
Bill of Material
#
Part#
Description
Material
1
520121
Frame Head, Sill and Jambs - J-Channel
PVC
2
620122
Frame Head, Sill and Jambs - Flange
PVC
3
620123
Frame Head, Sill and Jambs - Fin
PVC
4
620124
Fra a Head, Sill and Jambs - Equal Leg
PVC
13
620172
Anti -Lift Insert / Trim Cover
PVC
14
620131
Fixed Meeting Rail
PVC
15
620158
Tracklnsert
6063 T6 At
16
620129
Sash Rail (Sides, Top & Bottom)
PVC
17
620166
Monorail
6063 T6 Al
19
620156
Pull Rail Interlock
6063 76 Al
20
620144
Pull Rail Interlock Cover
PVC
21
620150
Light Sash Reinforcement
6063 T6 AI
22
620151
Standard Sash Reinforcement
6063 T6 Al
23
620152
HD Sash Reinforcement
6063 T6 Al
24
620153
Standard Meeting Rail Reinforcement
6005 T5 All
25
e20154
HD Meeting Rail Reinforcement
6005 T5 Al
28
620155
H.D. Holz. Roller Meeting Rail Reinforcement
6005 T5 AI
27
710X114PPA
#10 x 1-1/4" PH. PH SDS (Monorail Screw)
410 SS
28
61644
Weatherstrip, .187" x .270" Fin Pile
29
61719
Weatherstrip, .1 Or x .220" Poly Pile
30
#8 x 1" Ph. PH SDS pntedock Mounting Screw)
410 SS
31
78X312PPA
#8 x 3-1/2" Ph. PH SMS (Fixed Meeting Rail Screw)
410 SS
32
71669SP
Meeting Rail Screw Support Plate
6063 T5 Al
33
720210
Weep Hole Cover
PVC
34
720187
Installation Screw Hole Plug
PVC
37
720197
Auto Lock
C Steel
38
720199
Sweep Lock
Cast Zinc
39
720196
Auto Lock Cover Assembly
Cast Zinc
40
#6 x 1-1/8" Ph. FH SDS (Auto and Sweep lock Screw)
SS
41
720200
Auto and Sweep Lock Keeper
Cast Zinc.
42
76X34PPA
#6 x 314" PH. PH SDS (Keeper Screw)
SS
43
7612FPTX
#6 x 1/2" FPH Tek (Reinforcement Screw)
SS
44
Leadstile Top Comer Key
Nylon
45
Leadstile Bottom Comer Key
Nylon
46
Lockstile Top Comer Key
Nylon
47
Lockstile Bottom Corner Key
Nylon
48
720204
Wheel _
Nylon
72
620135
Lemi. I.G. Bead
PVC
74
Backbedding, GE 7700 or Dow 791 or Dow 983
Silicone
75
7168415
Setting Block (718" x 2" x 118"), 85 +1- 5 duro.
EPDM
80
61011
Roll4onned Screen
Alum
81
61012
Extruded Screen Frame
Alum
82
Extruded Screen Spreader Bar
Alum
83
47042W
Screen Comer Key with Pull Ring
PVC
84
47041W/CKGLB
Screen Comer Key No Pull Ring
PVC
85
7CASPM
Tension Spring
SS
86
61816048
Screen Cloth
Fiberglass
871
61635161614 1.140"
Screen Spline (Machine/Hand Rolled) I
Vinyl
NOTES:
1) ITEMS # 5.12. 18, 35. 36. 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL
2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FORAAMA EXTRUDER CODE.
.62}T5"
I
r
3.500" --I - 3.500" 3.500" ---+�
��❑aao�ooaa a 2A452.445D
�2.445"
EILj:�
J_ o o
.625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME
OHEAD, SILL & 1. 1 5' O3 AM�SIl L & O HEAD, SILL & JAMBS
JAMB
1.87r 1.641" -1
1.507" 1� " 1.437"
�fl 2.100" -►{ 2.776"
.772" '065" o O 1.D20"
Ivl .590"
I+I " lS 1J�
.065" 1.231" �-'•- -060" �'It�- � izo(r �- 070" .050"
FIXED
LIFT RAIL
13 & TRIM COIVER T 14 MEETING RAIL 15 INS RT 76 SASH RAIL t9 INTERLOCK 20 LIFT RAIL
INTERLOCK COVER
:300" .316" '�'{ I� .070" .060" 1.100° ti
.750" � .754" .715" 715"
.025"---0-�-� .035"--�'t'�-� -� 1.185 .060" J
LAW IG LIGHT SASH STANDARD
ROLLED EXTRUDED
72 SH
BEADING 80 SCREEN FRAME 81 SCREEN FRAME 21 REINFORCEMENT O REINFORCEMENT
I 070" 1.182" jam- -4 1.182" �- .260"
���.070 tl .791"I ^�1� " 1.04L1" .130" 1.OL I vUL_J 0. 6d" 1.229T
074,.
.810" U �j������������ ILJF''--1�1J�1.150 � 1.331" r- .� 1.340" 1.340" F--
HD SASH STANDARD HD MEETING HD HR MEETING
23 REINFORCEMENT OMEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL
REINFORCEMENT REINFORCEMENT REINFORCEMENT PRODUCT REVISED
as complying with the Florida
Building Code
Revtslon: NOA-No. 20.0406.01
' C) ADDED BACKBEDDING. Expiration Date 09/24/2025
�� '.•' or EN , lF AK-o312n2o 0
BY
No. 58705 * ; ® M .11-Dade Product Control
D$senption: Drown By:
7412V3 1o7oTEcHNoLooYDPm WINDOW EXTRUSIONS & BOM J ROSOWSKI
,N. VENICE, FL 34275TIBa Oate:
� �
i�iti�` •••pL OR10?: •'••G.�=` (9at}4ealsoa HORIZONTAL ROLLER -LM 05/15/15
ALON Na! E1R RE.\ Sertes/Mod h SWIM Smet: Drartrrg No. Rev.
P.flC 58705 REGISTRATION R292B8- HR-5510 NTS 170E 18 MD-HR5510-01 C
SCREEN
ASSEMBLY
DETAILS
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
EXTERIOR - • FRAME
t� ASSEMBLY
NOTES: DETAILS
1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PART # 1. OTHER FRAMETYPES APPLY.
3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS &S.
SASH
ASSEMBLY
DETAILS
EXTERIOR.
C1
ATTACHED TO
SASH RAIL
ATTACHED TO—/
!I FRAME JAMB
0"".
OPT. AUTO LOCK
20 ATTACHEDTO
FRAMEJAMS
OPT. SWEEP LOCK
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
Egress Lock Bill of Material
#
Part#
Description
Material
100
7MC7024
Multi -Point Lock Operator
Cast Znc
101
73340
Operator mounting Plate
Steel
102
72015
Mullipoint Lack Keeper
Aluminum
103
720214
Multipoint Lock Guide
Nylon
104
220217-221
Tie Bar (Length Varies)
Stainless Steel
105
71024X12HFX
#10 x 1/2' HFI MS
Stainless Steel
108
78X1FPAX
#8 x 1" Ph. FH SMS
Stainless Steel
107
78X75FPTX
1#8 x 3/4' Ph. FH SDS
Stainless Steel
EGRESSLOCK
DETAILS
(NOT TO SCALE
iED TO
JAMB
LYP! '�.
N�
Ravin an
........
:�
C) NO CHANGES THIS SHEET.
�jCCNS6-',. �
AK-03127/20
No. 58705
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EXPLODED WINDOW VIEW
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HORIZONTAL ROLLER - LM
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Serree/Mod�k
HR-5510
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NTS
Sheet:
18 OF 18
P.E.,Y 58705
PRODUCT REVISED
as complying with the Morlda
DuA-No. liding code 20-0406.01
NO
Expiration Date 09/24/2025
By
Mloml-Dade Product Control
iN C40111
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
REGISTRATION #29296
J ROSOWSKI
Date:
05115/15
hewing No. Ray.
MD-HR5510-01 C
S