HomeMy WebLinkAboutNOA - HORIZONTAL SLIDER7/7/2018 - Miami -Dade County
Miami -Dade County Building
Product Information for N.O.A. 17-0411.09
NOA 17-0411 04r "_(library_/productcontrol/noa/17041109.pdf)
Superseded —BY
File Status File Approved OCA
File Classification High velocity hurricane zone
f�
Category Windows
Subcategory Horizontal Slider
Material Vinyl - PVC
Applicant PGT Industries, Inc. (pc -result detail app.asp?app alias=101544)
Expiration —Date September/24/2020
Impact Rate [None]
Maximum Design —Pressure —Positive 65
Maximum Design_Pressure_Negative 130
Description Series "HR-5410" PVC Horizontal Rolling Window - N.I.
Green —Sustainable —Attributes NONE
For a detailed description on the File Status, click the NOA File Status Key. (/bOdin g/pc-result key app.asp )
Page Last Edited: Wed Jan 25, 2017 10:40:27 AM
https://www.miamidade.gov/building/pc-result_app.asp?fldNOA=17-0411.09&BasicSearch=Go&Classification=6%2CListing"/o2C2&applicantlist=0&cat... 1 /1
MIAMI•DADE MUM-DADE COUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 "13R 5410" PVC horizontal Rolling Window — N.I.
APPROVAL DOCUMENT: Drawing No. MD-EW410-01 titled "Horizontal Roller - NI", sheets 1
through 15 of 15, dated 05115115, with revision B dated 03/27/17, 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.
XIISSELE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.18 and consists of this page 1 and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0411.09
IAM1 DARE COUNTY Expiration Date: September 24, 2020
t7 Approval Date: August 31, 2017
-oiPage 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.15-0903.11)
2. Drawing No. MD-HR5410-01 titled "Horizontal Roller - NI", sheets 1 through 15 of
15, dated 05/15/15, 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 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 1(i-0714.18)
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.15-0903.11)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014) dated 08/28/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA No. 15-0903. 11)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jorge M. Plasencia, P.E.
Product Control Unit -Supervisor
NOA No. 17-0411.09
Expiration Date: September 24, 2020
Approval Date: August 31, 2017
E-1
i
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of.Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA,
for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18.
2. Notice of Acceptance No.16-0712.04 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 09/15/16, expiring on 04/16/20.
3. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 09/1516, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC-
6th Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No.16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
(Submitted under previous NOA No.16-0714.18)
4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section.
(Submitted under NOA No. 15-0903.11)
G. OTHERS
1. Notice of Acceptance No.16-0714.18, issued to PGT Industries, Inc. for their Series
"HR-5410" PVC Horizontal Rolling Window - N.I., approved on 09/01/16 and
expiring on 09/24/20.
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 17-0411.09
Expiration Date: September 24, 2020
Approval Date: August 31, 2017
E-2
2-5 ANCHORS, SEE
CLUSTER DETAILS SHEET 5 —�•� 12-3/4° MAX. O.C.
8" MAX --►{ %+- _ __ I _.t, B. SEE
SHEEf3
A, SEE r— -- 10' MAX
SHEET3i -7T—
I
19' 72'
EQUALLY MAX, O.C.
SPACED MAX.
ANCHORS PER BUCK
TABLES 13-16 / / HEIGHT
8' MAX.
SEE SILL
WEEPHOLE� v 4' O.C. W MAX.
DETAILS, BETWEEN
SHEEi3 EEPHOLE �5' MAX BUCK WIDTH
ELEVATION FOR TYP. EQUAL LEG FRAME
SHOWN AS OX CONFIGURATION
1.114"
MAX
C, SEE
SHEET4
T1
SEE T
SHEETS J
9-13
SEE SHEETS
D. SEE
SHEET4
1
72°
MAX.
BUCK
HEIGHT
SEESILL E1EEPHOL5S
WEEPHOLE4'O.C. WMAX
DETAILS, BETWEENSHEET4 D
75' MAX. BUCK WIDTH
MAX.
_
I
O X
ELEVATION FOR TYP. FIN OR J-CHANNEL
FRAME SHOWN AS OX CONFIGURATION
ANCHORED THROUGH THE NAIL -FIN
2-5 ANCHORS, SEE
CLUSTER DETAILS SHEET 5—�
8"
I+-
E,
SHE
EC
5
ANCHOF
TABLE
e
SEE Sit
WEEPHOI
DETAIL
SHEET
DESIGN PRESSURE RATING IMPAUI KAI IN'.
VARIES PER REINORCEMENi NOT RATED OR
LEVEL, SEE SHEETS 6-8 IMPACT RESISTANCE
18.94' MAX O.C.
nnnr nr I I _
MAX -+{
SEE j
ET 3 f
E
63'
PACED / / MA)
91Q1 a I BUC
517-19 � HEIGI
15.67'
X_ O
MAX
- B
E 4' O.C. BETWEEN 3' MAX
S. WEEPHOLES
3 140' MAX BUCK WIDTH
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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRYAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED OR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE.
4) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-112' THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER 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. NSTALLATION ANCHORS
SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE P 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 TESTING AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1137' 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; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZFJUG. HTER SHADES OF CAP
COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL
I1)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7.
2) OWIING YOUR FRAME TYPE. WINDOW CONFIGURAXO, XOX). SM GLAZINGFROM crAsLE i) AND
REIN ORCEMENTLEVEL DETERMINEYOUR WIINDOW'STION DESIGGNPRESSURE QUIREMENTOFOR THE WINDOW OPENING USING ��.0p f LYNN7j''�
.,
TABLES 6.12 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING \y'C�; •' iCEN V�
OBTAINED INSTEP 1. USE INDEX TABLE 6 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. V 'jam
3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION
No. 58705
CONDITIONS. •. * _=
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19 (SHEETS 9-13). VERIFY THE ANCHORISUBSTRATE WILL MEET :
REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS
SHEETSETAREMET. %�Q•.� ��:{(!��
5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. i ,n .• �/�
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS, ��i��''•ORIDp`. •' G,\��
NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS ORALL FRAME TYPES (J-CHANNEL, FLANGE, S�ONAL
INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. �.'LM.F#587 R)b.E.
P.E1O58705
ELEVATION FOR TYP. FLANGE FRAME
SHOWN AS XOX CONFIGURATION
CODES I STANDARDS USED.
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDIT ON
•ASTM E1300-09
:ASTM
NDS-2015 FOR WOOD CONSTRUCTION
:ALUM•ALUMINUM DESIGN MANUAL, ADM-2.015
INUM
•AISC 36D-1D
GENERAL NOTES..........___..„... 1
ELEVATIONS .... .......... _................ 1
FRAME, GLASS&ANCHOR
OPTIONS ...... _........ ........... 2
INSTALLATION, FLANGE &
EQUAL LEGIBOX........._._. 3
INSTALLATION, INTEGRAL FIN
& J-CHANNEL......._.._._.. 4
GLAZING DETAILS-._.-_.__....... 5
DESIGN PRESSURES ................... 6-8
ANCHOR QUANTITIES.._ ............. 9.13
EXTRUSION PROFILES & BOM.... 14
ASSEMBLY ........... _..... ..... ........ ..15
R"Is d By: I Dale: Re11e11:
JR 03/27/17 NOTE o ANCHHOR QTY.TTBBIDS..
Revfsed Dy: Dale: Re E6k :
® Dewdp0on:
GENERAL NOTES & ELEVATION
70 TECHNOLOGY DRIVE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.09
Expiration Date 09/24/2020
By
Miami-D de Product Control
J ROSOWSKI
IENICE, R.34275 -"---
)4MI600 HORIZONTAL ROLLER- NI 05/15/15
rIBOHrown Par emuSTREs, INc.
ALLRia 6E5 A/Ee SeHe odeL• Smle: Shwi Drawing No. Rer.
CERT.OFAUTH.829298 HR-5410 Nib 1 OF 15 MD-HR5410-01 B
ELEVATION FOR TYP. FIN OR J-CHANNEL
FRAME SHOWN AS OX CONFIGURATION
ANCHORED THROUGH THE NAIL -FIN
2-5 ANCHORS, SEE
CLUSTER DETAILS SHEET 5—�
8"
I+-
E,
SHE
EC
5
ANCHOF
TABLE
e
SEE Sit
WEEPHOI
DETAIL
SHEET
DESIGN PRESSURE RATING IMPAUI KAI IN'.
VARIES PER REINORCEMENi NOT RATED OR
LEVEL, SEE SHEETS 6-8 IMPACT RESISTANCE
18.94' MAX O.C.
nnnr nr I I _
MAX -+{
SEE j
ET 3 f
E
63'
PACED / / MA)
91Q1 a I BUC
517-19 � HEIGI
15.67'
X_ O
MAX
- B
E 4' O.C. BETWEEN 3' MAX
S. WEEPHOLES
3 140' MAX BUCK WIDTH
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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRYAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED OR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE.
4) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-112' THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER 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. NSTALLATION ANCHORS
SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE P 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 TESTING AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1137' 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; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZFJUG. HTER SHADES OF CAP
COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL
I1)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7.
2) OWIING YOUR FRAME TYPE. WINDOW CONFIGURAXO, XOX). SM GLAZINGFROM crAsLE i) AND
REIN ORCEMENTLEVEL DETERMINEYOUR WIINDOW'STION DESIGGNPRESSURE QUIREMENTOFOR THE WINDOW OPENING USING ��.0p f LYNN7j''�
.,
TABLES 6.12 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING \y'C�; •' iCEN V�
OBTAINED INSTEP 1. USE INDEX TABLE 6 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. V 'jam
3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION
No. 58705
CONDITIONS. •. * _=
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19 (SHEETS 9-13). VERIFY THE ANCHORISUBSTRATE WILL MEET :
REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS
SHEETSETAREMET. %�Q•.� ��:{(!��
5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. i ,n .• �/�
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS, ��i��''•ORIDp`. •' G,\��
NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS ORALL FRAME TYPES (J-CHANNEL, FLANGE, S�ONAL
INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. �.'LM.F#587 R)b.E.
P.E1O58705
ELEVATION FOR TYP. FLANGE FRAME
SHOWN AS XOX CONFIGURATION
CODES I STANDARDS USED.
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDIT ON
•ASTM E1300-09
:ASTM
NDS-2015 FOR WOOD CONSTRUCTION
:ALUM•ALUMINUM DESIGN MANUAL, ADM-2.015
INUM
•AISC 36D-1D
GENERAL NOTES..........___..„... 1
ELEVATIONS .... .......... _................ 1
FRAME, GLASS&ANCHOR
OPTIONS ...... _........ ........... 2
INSTALLATION, FLANGE &
EQUAL LEGIBOX........._._. 3
INSTALLATION, INTEGRAL FIN
& J-CHANNEL......._.._._.. 4
GLAZING DETAILS-._.-_.__....... 5
DESIGN PRESSURES ................... 6-8
ANCHOR QUANTITIES.._ ............. 9.13
EXTRUSION PROFILES & BOM.... 14
ASSEMBLY ........... _..... ..... ........ ..15
R"Is d By: I Dale: Re11e11:
JR 03/27/17 NOTE o ANCHHOR QTY.TTBBIDS..
Revfsed Dy: Dale: Re E6k :
® Dewdp0on:
GENERAL NOTES & ELEVATION
70 TECHNOLOGY DRIVE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.09
Expiration Date 09/24/2020
By
Miami-D de Product Control
J ROSOWSKI
IENICE, R.34275 -"---
)4MI600 HORIZONTAL ROLLER- NI 05/15/15
rIBOHrown Par emuSTREs, INc.
ALLRia 6E5 A/Ee SeHe odeL• Smle: Shwi Drawing No. Rer.
CERT.OFAUTH.829298 HR-5410 Nib 1 OF 15 MD-HR5410-01 B
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 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRYAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED OR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE.
4) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-112' THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER 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. NSTALLATION ANCHORS
SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE P 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 TESTING AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1137' 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; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZFJUG. HTER SHADES OF CAP
COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL
I1)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7.
2) OWIING YOUR FRAME TYPE. WINDOW CONFIGURAXO, XOX). SM GLAZINGFROM crAsLE i) AND
REIN ORCEMENTLEVEL DETERMINEYOUR WIINDOW'STION DESIGGNPRESSURE QUIREMENTOFOR THE WINDOW OPENING USING ��.0p f LYNN7j''�
.,
TABLES 6.12 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING \y'C�; •' iCEN V�
OBTAINED INSTEP 1. USE INDEX TABLE 6 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. V 'jam
3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION
No. 58705
CONDITIONS. •. * _=
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19 (SHEETS 9-13). VERIFY THE ANCHORISUBSTRATE WILL MEET :
REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS
SHEETSETAREMET. %�Q•.� ��:{(!��
5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. i ,n .• �/�
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS, ��i��''•ORIDp`. •' G,\��
NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS ORALL FRAME TYPES (J-CHANNEL, FLANGE, S�ONAL
INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. �.'LM.F#587 R)b.E.
P.E1O58705
ELEVATION FOR TYP. FLANGE FRAME
SHOWN AS XOX CONFIGURATION
CODES I STANDARDS USED.
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDIT ON
•ASTM E1300-09
:ASTM
NDS-2015 FOR WOOD CONSTRUCTION
:ALUM•ALUMINUM DESIGN MANUAL, ADM-2.015
INUM
•AISC 36D-1D
GENERAL NOTES..........___..„... 1
ELEVATIONS .... .......... _................ 1
FRAME, GLASS&ANCHOR
OPTIONS ...... _........ ........... 2
INSTALLATION, FLANGE &
EQUAL LEGIBOX........._._. 3
INSTALLATION, INTEGRAL FIN
& J-CHANNEL......._.._._.. 4
GLAZING DETAILS-._.-_.__....... 5
DESIGN PRESSURES ................... 6-8
ANCHOR QUANTITIES.._ ............. 9.13
EXTRUSION PROFILES & BOM.... 14
ASSEMBLY ........... _..... ..... ........ ..15
R"Is d By: I Dale: Re11e11:
JR 03/27/17 NOTE o ANCHHOR QTY.TTBBIDS..
Revfsed Dy: Dale: Re E6k :
® Dewdp0on:
GENERAL NOTES & ELEVATION
70 TECHNOLOGY DRIVE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.09
Expiration Date 09/24/2020
By
Miami-D de Product Control
J ROSOWSKI
IENICE, R.34275 -"---
)4MI600 HORIZONTAL ROLLER- NI 05/15/15
rIBOHrown Par emuSTREs, INc.
ALLRia 6E5 A/Ee SeHe odeL• Smle: Shwi Drawing No. Rer.
CERT.OFAUTH.829298 HR-5410 Nib 1 OF 15 MD-HR5410-01 B
ELEVATION FOR TYP. FLANGE FRAME
SHOWN AS XOX CONFIGURATION
CODES I STANDARDS USED.
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDIT ON
•ASTM E1300-09
:ASTM
NDS-2015 FOR WOOD CONSTRUCTION
:ALUM•ALUMINUM DESIGN MANUAL, ADM-2.015
INUM
•AISC 36D-1D
GENERAL NOTES..........___..„... 1
ELEVATIONS .... .......... _................ 1
FRAME, GLASS&ANCHOR
OPTIONS ...... _........ ........... 2
INSTALLATION, FLANGE &
EQUAL LEGIBOX........._._. 3
INSTALLATION, INTEGRAL FIN
& J-CHANNEL......._.._._.. 4
GLAZING DETAILS-._.-_.__....... 5
DESIGN PRESSURES ................... 6-8
ANCHOR QUANTITIES.._ ............. 9.13
EXTRUSION PROFILES & BOM.... 14
ASSEMBLY ........... _..... ..... ........ ..15
R"Is d By: I Dale: Re11e11:
JR 03/27/17 NOTE o ANCHHOR QTY.TTBBIDS..
Revfsed Dy: Dale: Re E6k :
® Dewdp0on:
GENERAL NOTES & ELEVATION
70 TECHNOLOGY DRIVE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.09
Expiration Date 09/24/2020
By
Miami-D de Product Control
J ROSOWSKI
IENICE, R.34275 -"---
)4MI600 HORIZONTAL ROLLER- NI 05/15/15
rIBOHrown Par emuSTREs, INc.
ALLRia 6E5 A/Ee SeHe odeL• Smle: Shwi Drawing No. Rer.
CERT.OFAUTH.829298 HR-5410 Nib 1 OF 15 MD-HR5410-01 B
R"Is d By: I Dale: Re11e11:
JR 03/27/17 NOTE o ANCHHOR QTY.TTBBIDS..
Revfsed Dy: Dale: Re E6k :
® Dewdp0on:
GENERAL NOTES & ELEVATION
70 TECHNOLOGY DRIVE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.09
Expiration Date 09/24/2020
By
Miami-D de Product Control
J ROSOWSKI
IENICE, R.34275 -"---
)4MI600 HORIZONTAL ROLLER- NI 05/15/15
rIBOHrown Par emuSTREs, INc.
ALLRia 6E5 A/Ee SeHe odeL• Smle: Shwi Drawing No. Rer.
CERT.OFAUTH.829298 HR-5410 Nib 1 OF 15 MD-HR5410-01 B
Glass
Type
k ,V..� Description (Usted from Exterior to Interior)
A Extedor Cap + 1/2" Air Space + 1/8' A Exterior Cap
2
314' I.G.: 1/8' T Exterior Cep + 112' Air Space + 1/8' T Exterior Cep
3
3/4° I.G.: 3116- A Exterior Cap+ 3/8' AV Space+ 3119" A Extedor Cap
4
3/4° LG : 3116' T Exterior Cap + 318°Air Space + 3116' T Exterior Cap
GLASS TYPES 1 & 3 MAY
NOT BE USED IN THE
® _IV
ABOVE 39.
Group
..,.,........, ....
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment'
A
#10 SMS
(steel, 18-8 S.S-
of 410 S.S.)
P.T, Southern Pine (SG=0.55)
7/16"
1.318"
Steel, A36'
3/8°
0.050°
Steel Stud, A653 Gr. 33'
31a-
Q0451° (18 Ga.)
Aluminum, 606345'
3/6"
0.050"
aH6° steel Ultracon
P.T. Southern Pine (1513=0.55)
7/16"
1 188"
Concrete (min. 285 ksl)
1°
1-3/8"
Ungrouted CMU, (ASTM C-90)
2-112
1-1/4"
B
SMS
(steel, 184 S.S.
Or 410 S.S.)
P.T. Southern Pine (SG=0.55)
lt/1fi
11-3/8"012
Steel,
Steel Stud, A653 53 Gr. 33'
38"
318°
0.050'
0.0451° (18 Ga.)
Aluminum, 6063-T5'
318
0.063°
C
1/4' steel Uliracon
Concrete (min. 2.85 ksi)
1"
Ungrouted CMU• (ASTM 0-90)
2-117
1AW
1/4' steel Creteflex
Concrete (min. 3.35 ksi)
1"
1-ve
114' steel Ultracan
Concrete (min. 285 ksi)
2-1/2"
13/4"
1/4' steel UBracon
P.T Southern Pine (SG=0.55)
1'
13/6"
1/4" steel creteflex
Concrete (min. 3.35 Rai)
2-1/2'
13/4"
D
1/4" steel CreteflPx
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-1/4'
P.T. Southern Pine (SG=0.55)
1'
1318"
1/41 steel Aggre-Gator
Concrete (mirL 3.276 ksl)
1-1/2"
steel Aggre-Gator
ePine (SG=0.55)
�1ETM0�n
g114"
mCMU, (A-11 C 90)
T
Group
Anchor
Substrate
Min. ce
Distannce
ed
EmbmenP
E
1 2-1/2' x .131' Common Nag
I P.T. southern Pine (SG--0.55)
318'
2 7/16°
2-112' Ring -shank Roofing Nail
P.T. Scuthem Pine (S(=0.55)
318'
27116"
p
#10 Trusshead SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
1/2"
1-V8"
Aluminum, 6063-T5'
31W
OA50'
Steel Stud, Gr. ST
3l6°
0.0451' (18 Ga.)
Steel, A36'
31W
0.050'
#12SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9116
13/8"
Aluminum, 6063-T5'
318'
0.063°
Steel Stud, Gr. 33'
3/8'
0.050"
Steel, A36'
3/8°
0.050°
Material
Min. Fy
Min. F.
Steel Screw
I 92 ksi
120 ksi
I" Screw
60 Kai
95 ksl
410 Screw
90list
110 ksl
Him Aggre-GatorO
57 ksl
g6 kill
Elio UltraCcrAD
155 kai
177 ksf
41D SB Elco [aeteFlaz®
127.4 ksl
189.7 kill
6063.75 Aluminum
i6 Ksl
—kat
A36 Steel
36 kai
66 kai
Gr. 33 Steal Stud
m Net
I 45 ksl
7TON METHODS PER FRP..
I PJ]LC 9: Irvuen
Frame
Type.
(see pig Hit
Vr II��I�,I-v�
Glass
Options
(sae Table 1)
1nsMifeSon
Conditions
- -
Substrate Option Detail Sheet
J-Channel
(iH)
1-4
Thmugtl Ste
integral fin,,,,..
..-into 2XWDod FramelBuckstdp -shed 4, option 5
....into Metal -sheet 4, option 8
Through the hams
of the window......
-.•.Into 2XWood FralpalBucksr p -sheel 4, option 6
„_into Metal -sheet 4, option 7
FlangeFThrough
the fame
afthe window......
....into 2X Wood Freme/Bucksidp -sheet 3, option 1
into Concrete/CMU -sheet 3, option 2
,,,,miough 1X Bucksidp Into ConcreterCNU -sheet 3, option 3
....into Metal -sheet 3, option 4
0ntegral Fin
03)
1 4
Through the
integral fin......
....into 2XWood Frame/Buckstrip-sheet 4, option
...-iota Metal - sheet 4, option 8
Threugh the hems
ofthe window......
7:into 2XWoed FremPlBuckstdp -sheet 4, option e
into Meted -sheet 4, option 7
Box /
EquaFLeg
�)
1 -4
Through the tams
ofthe window......
....into 2XWeod F/eme/BucksMp-sheet 3, option 1
....into Concrete/CMU -sheet 3, option 2
,...through 1XBuckstdp into Concrete/(?AU -street 3, option 3
....into Metal -sheet 3, option d
MIN. OF 3
THREADS BEYOND
THE METAL
-
SUBSTRATE
'UNGROUTED
CMU' VALUES
MAY BE USED FOR
FIGURE B• FRAME TYPES
GROUTED CMU
APPLICATIONS.
INSTALLATION NOTES SEE SHEETS 3 &4 FOR ILLUSTRATIONS:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENTAND EDGE
DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE
USED ON ANY SIDE OF THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE
2, THIS SHEET. ALL WOOD BUCKS LESS THAN 1.1/2" THICK ARE TO
BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED AS 2X ARE 1-lira' 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 15 FOR OPTIONAL EGRESS LOCK DETAILS
FLANGE
o d�L�J
BOX OR
EQUAL-
LEG
LJ- °moo
J-CttANNEL
O
-
3 0 e
INTEGRAL
FIN (�
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No 17-0411.09
L7 t l l l l l/ i
explration Date 09/24/2020
\\ NY NA/ l i
�'
Revised 8y: Dare: Reviefon:
��.GEN �'�
1.L SF -• .(� :'
� Q�' • •,•.p �
JR 03/27/17 NOc""GEsTHISeHEET.
Mlaml-Da roduct Control
By
Revised BY:
Date:
Revv7on:
* := No. 68705
Description:
GLASS/ANCHORS/FRAME OPTIONS
Drown BY
J ROSOWSKI
®
'MIN. OF
0 ••'. 5T30
1070TECHNOLOGY DRIVE
(41}480.18
HORIZONTAL ROLLER - Ni
Date:
05/15/15
.�4/�
�i�SS,,��UR�UP'•
3EYONDTHE
�jG\
Ilr7�NAL1�\\\\
0�2T5
INC,
Sariaw/Afodek Scale:
HR-5410
NTS
Sheet
2 OF 15
Drawing No.
MD-HR5410-01
Rav:
B
4UBSTRATE.
A. LYNN P.E
COPYRIGHr0701TPOT NDUMRIE&
ALLRowm RESEavEn
MILLER
P.E.# 58705
CERT.OFAUTH.#29298
INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES
'
TYP. ANCHOR TYPE.
INSTALLATION
EMBEDMENT AND EDGE
OPTION 1"DISTANCE
DISTANCE PER SUBSTRATE,
ANCHOREDTHROUGH EDGE
SEE TABLE 2, SHEET 2.FRAME
INT02X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, SHEET2.FLANGEIEMBED.MENT
FRAMEfl(ji
ME
#10 OR#12 STI
i SMS (G5)„
SHOWN II
_
TABLE 2, SHEE
VISIBLE FIXED
LIGHT LITE
HEIGHT
BUCK /
\
HEIGHT EXTERIOR
21 ROOR 23
VISIBLE
LIGHT
(SEE SHEETS 6-8)
HEIGHT
TYPICAL FOR
J
ALL SASH_
ASH
.J-
WEEP
NOTCHES
3/4" X 1/47-
1414" X 1/4'-
OPERABLE
SASH
MAX SHIM
DADE APPROVED MULLION,
FBC COMPLIANT
ALUMINUM/STEEL FRAMING
OR STEEL STUD. MAY BE
VERTICAL OR HORIZONTAL
SEE SUBSTRATE PROPERTIES,
TABLE 2, SHEET 2
FLANGE
FRAME
SHOWN
1/4' MAX
EQUAL LEG
FRAME SHOWNTj
INSTALLATION
EMBEDMENT
OPTION 2
•�..'
ANCHORED THROUGH
FRAME DIRECTLY INTO
CONCRETEICMU.
EDGE
TYP. ANCHOR TYPE,
DISTANCE
EMBEDMENT AND EDGE
VERTICAL
DISTANCE PER SUBSTRATE,
SECTION B-B
SEE TABLE 2, SHEET2.
INSTALLATION
OPTION 4
ANCHORED THROUGH
FRAME INTO METAL
SEE INSTALLATION NOTES SHEET 2
(SEE SHEETS 6.6) TYPICAL FOR ALL
"XO" OR "OX" FIXED MEETING RAIL BUCK WIDTH
HORIZONTAL SECTION A -A (OX)
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX
BUCKSTRIP INTO CONCRETE/CMU,
SEE NOTE 2, SHEET 2.
EMBEDMENT
. EDGE
_. DISTANCE
"XOX° FIXED MEETING RAIL
BUCKWIDTH
_ I
PRODUCT REVISED
HORIZONTAL SECTION E-E (XOX)
EQUAL -LEG
FRAME
as complying with the Florida
Building coda
INSTALLATION AS PER SECTION A -A ABOVE
SHOWN
NOA-No. 17.0411.09
Expiration Data 09/24/2020
L...... �� •,,
Reused By
Data:
ReWs
NOfNANGESTHISSHEEI.
CH
.• L1cENSF ;�!_
JR
03/27/17
gy
Mlam ad roduct Cantroi
'' ,.� �
Revised Dy:
Date:
Revision:
.�. No. 5S705
VISIBLE LIGHT FORMULAS
=� '. �i % a�
®
------------
Description:
FLANGE &EQUAL -LEG/BOX FRAMES
Drown Bp.
J ROSOWSKI
(EQUAL -CITE, XO & OX)
���`'•. AT � .•' �!/��
i •'•:C<ORIDP , •' �C��
% S' ••
107OTECHNOLOGYDRIVE
N VENICE, FL34275
Vie'
HORIZONTAL ROLLER - NI
05/15/15
g
WIDTH: BUCK WIDTH /2-4.1/4°
HEIGHT: BUCK HEIGHT -7-1/4°
r' _\C� �•
`ors/ONAL y``�``
/i111 I0,
9e, o-t600
(GOPIMGHrozm7 PGTMUSMEs. wa
ALLPIG nE9SWM
- -
SeAwAwet Smlc
Sheet
Droning No.
Rev:
A. LYNN MILLER, P.E.
CERT. OF AUTH. OZ296
HR-5410
NTS
3OF15
MD-HR5410-01
B
REN SS705
INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES
INSTALLATION
OPTION 7 21 OROOR 23
INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET (SEE SHEETS 6 8)
ANCHOREDTHROUGH INTO METAL (INTEGRAL _ TYPICALFORALL
INTEGRAL FIN INTO 2X �- EMBEDMENT FIN/FLANGE REMOVED) 'XO' DR "OX" SASH
i
WOOD FRAME OR BUCK- —16
STRIP.SEENOTE2, EDGE 1/4°MAX. SHIM 19 16 30
SHEET2. DISTANT 13 20 40 OPERABLE
J-CHANNEL 910011SASH#125TEEL 37-39
FRAME SHOWN frl _ SMS (05), SEE
'I II TABLE 2, SHEET2.
28
1 FDCED 41 I
1!4°MAXSHIM LITE VISIBLE
TYP.ANCHORTYPE, FIN AND/OR o LIGHT WIDTH
EMBEDMENT AND EDGE FLANGEMAYBE ❑ O
DISTANCE PER SUBSTRATE, REMOVED IN -FIELD �I O
SEE TABLE 3, SHEET 2 85 87
BUCK
HEIGHT
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO 2X
WOOD FRAME OR BUCKSTRIP. SEE
NOTE 2, SHEET 2-
EMBEDMENT
29 a
28 EDGE
DISTANCE
TYP. ANCHORTYPE,
❑ EMBEDMENTAND
EDGE DISTANCE PER
�^1 nn, SUBSTRATE, SEE
II I TABLE 2, SHEET2.
(SCREW SHOWN)
FIN
FRAME
SHOWN
INSTALLATION
OPTION 8
�- ANCHOREDTHROUGH
FIN INTO METAL
(FLANGE MAY BE REMOVED)
#iD OR#12 STEEL
SMS (GS), SEE
TABLE Z SHEET 2.
WEEP NOTCHES 29R�9HOWN v v L - LJ �— -�„ UL_._1❑0
VISIBLE 42 EXTERIOR
3/4'X1/4° 25 OR 26 LIGHTWIDTH 73 14 J-0CHANNEL
1-i/4• X 1/4'3 (SEE SHEETS 6-8) TYPICAL FOR ALL ��..JJ FRAME
"AOX° FIXED MEETING RAIL SHOWN��BUCKWIDTH PRODUCT REVISED
1/4• MAX HORIZONTAL SECTION F-F (XOX) as complying with the Florida
SHIM (1)ATMID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE Building Code
FIN FRAME43 (1) 3-12'FROM EACH SASH 11111111 //OA-No. 17-0411.09
SHOWNCORNERAND(1)ATCENITEROF `� r R*4i dW. Date: Revrelan: Expiration Date09/2412020
o......... /��JR 03/27/17NO CHANGES n,lssr T.TYP. ANCHOR TYPE•
EMBEDMENTAND Q' (n MlamWad roduct Con rolEDGE DISTANCE PER'Revised BY: Date: Revision:SUBSTRATE, SEE SEE No, 58705
TABLE 3, SHEET 2. _ /nq Drown Ry.
—�-1 EMBEDMENT •0 vlt�'r-p-�-�-� ® Dwoription:
VISIBLE LIGHT FORMULAS MATE rrk J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI
INSTALLATION OPTIONS VERTICAL (EQUAL -CITE, XO(EQUAL- & O� �' •° kt�� 1WOTECHNOLOGY DRIVE DOte:
ANCHORED THROUGH INTEGRAL FIN SECTION D-D'.,c�`Sy •'•F�ORIDP. •''G\=\� N VEMCE,FL34275 na0`
WIDTH: BUCK WIDTH/2.4-1/4• ., S+� N �� (a1t}4aD-1s❑D HORIZONTAL ROLLER- NI 05/15/15
INTO 2X WOOD FRAME OR BUCK- �r/1 ANAL `�� appyreGHio7afTPGT amt7smles, ING
STRIP. SEE NOTE 2, SHEET 2. HEIGHT: BUCK HEIGHT-7-114' �l......11��
�L ins i�vEo r-Al
odel: Scats: Sheet: prawin9 No. Rav:
A LYNN MRLER P.E CERT. OF AUTH.02=8R-5410 NTS 4OF 15 MD-HR5410-01 B
P.E�5B705
SILICONE
STRUCTURAL 1/4'NOM.
POLYISOBUTYLENE
WITH DESICCANT
KODISPACE
EXT.°' GLASS 7B 4SG TPS
INT. GLASS
HOT -MELT BUTYL
STRUCTURAL
3116" NOM.
SILICONEtINT.(ILASS
FOAM
WITH
DESICCANTSUPER
EXT. GLASS SPACER® NXT'm
5/i 6" NOM.
BUTYL 8
DESICCANT
FOAM
DU RASEAL®
EXT. GLASS
7e SPACER
INT. GLASS
POLYISO•
DESICCANT FILL AREA,
BUTYLENE
5/16° NOM.
SEAL
LICONE SEAL
ROLL-FORMED79
STAINLESS STEELXL
EDGET"
V"WTS,
ExT. GLASSSPACER
LASS
Part #
Description
Material
76
Kommerfing 4SG TPS Spacer System
77
Quanex Super Spacer nXr with Hot Melt BLltyl
See this
Sheet for
78
Quanex Duraseal Spacer
Materials
79
Cardinal X - Edge Spacer
ttcrcrccncc ;ca i rccrvnro. ri vo. u, v.�..� �..a...
1/8" A GU
1/2" AIR
G
---�-{ 314" NOM. �-+-
GLASS TYPE 1
314" NOM.
3/16" A GLASS
3/8" AIR SPACE
3/16" A GLASS
a EXTERIOR
3/4" NOM..
VIT' T GLASS
1W AIR SPACE
1/8' T_ GLASS
< T ] EXTERIOR
7s-7s
GLASS TYPE 2
3/4" NOM.
3/16" _T GLASS
3/8" AIR SPACE
3/16" T GLASS
aEXTERIOR
TYP. GLAZING DETAIL
OM.GLASS
rYP.
GLASS TYPE 3
GLASS TYPE 4
PRODUCT REVISED
GLAZING NOTES-
as complying with the Florida
"A"=ANNEALED
T=TEMPERED
Building Code
NOA-No. 17-0411.09
Expiration Data 09/24/2020
RertxBy.alm
NO CHANGES THIS SHEET.
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JR
03/27/17
By
Mlaml-Dad roduct Control
Revised By:
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D-.dptkn:
GLAZING DETAILS
-
J ROSOWSKI
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1070 TECHNOLOGY DRNE
N VENICE, FL 34275
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Index to AN Design Pressure and Anchor Quantity Tables
Max.
Width
Max.
Helght
Glass
Type
Reint
Level
Oeslgn Pn399Yn1
AnetwOwn@y
Table #
Paga #
Tabla #
Pepe #
FOX
75"
54"
54"
1
1
6
8
13
9
2
7
6
14
9
83'
3
10
7
15
10
76,
54°
2-4
13
2
7
6
14
9
ar
72'
3
10
7
15
10
4
11
a
16
10
XOX
1W
By
1
3
B
7
17
11
14T
or
2-4
3
9
1
16
12
4
12
8
19
13
--� r- 4" MAX O.C.
5-ANCHOR
CLUSTER DETAIL
4" MAX. O.C. �--
4ANCHOR
CLUSTER DETAIL
4' MAX O.C. --•I
3-ANCHOR
CLUSTER DETAIL
W MAX. O.C.
4" MIN. O.C.
rNCHOR
STER DETAIL
Gass Types
1-4
Design Pressure (lbsile) forXO or OX Windows
ReIM. Level
Rt
Window Suck
Height
30'
36'
48"
54"
28-117
+65.0
-100.0
1 +65.0
1 -100.0
+65.0
-100.0
1 +65.0
1 -100.0
v 28"
+65.0
-100.0
+65.0
1 -100.0
+65.0
400.0
1 +05.0
1 -100.0
36"
+65.0
-100.0
+65.0
-100.0
+65.0
-942
+65.0
•81.6
m 42-
+66.0
-100.0
+85.0
-100.0
+65.0
•e•3.9
+65.0
72.4
48'
465.0
-100.0.
+65.0
.100.0
+65.0
76.5
1 +65.0
-65.fi
•p
$ EO'
+65-D
-100.0
+65.0
-100.0
•60.5
1 86.6
-56.5
5 766"
+65.0
-100A
+65.0
•94.9
+60.3
,3
+60.0
50.0
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R1 REINFORCEMEI`
(REINFORCEMENTS SHOWN
IN FIGURES APPLYTO ALL
FRAME TYPES a
CONFIGURATIONS)
F:cfEnbn
a
SASH WIDTH ri
R
TABLE T
Gias9 Types
1.4
Design Pressure Qbslft2) for XO or OX Windows
Reint Level
Window
Book Height
R2
30'
36'1
4T
54"
25117
+65.0
-130.0
+65,0
.130.0
+65.0
.130.0
+65.0
.130.0
28'
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
.130.0
36"
+85.0
-130.0
+65.0
-13D.0
+65.0
.116.5
+65.0
-109.5
m 47
+65.0
-130.0
+65.0
-130.0
+85.0
•91.7
+65.0
-624
48"
+65.0
-130.0
+65,0
-129.4
+65.0
-85.9
+1i5.0
-726
1? 80"
+65.0
-130.0
;E.
-114.8
+65.0
-63.5
+65.0.
-71.B
75-
+65.0
-109.5
+65.0
-94.9
+66.0
-72.9
165.0'
-65.5'
-+oar-tu rurc u�nao i rrw <-. acc inoi.c iv r�n.av�.n...v.��
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R2 REINFORCEMB
H (REINFORCEMENTS SHOWN
iT IN FIGURES APPLYTOALL
FRAME TYPES 8
CONFIGURATIONS)
MEETING RAIL
FXIERIOa
a
R
H
fi
MEETING RAIL
21(21M
JAMB 6xrERcR
JAMB 6xrBnroA
eas
PRODUCT REVISED
complying with the Florida
Bwlding Code
NOA-No. 17-0411.09
NOTES:
FORALLWINDOWS
y7
Expiration Date 09/24/2020
♦ ♦
?�i�'.
Revised Hp.
Dots:
Reriston:
1)USE THESE TABLES
INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
`♦a'ta�'•'•.....`C••
`, �• : LICEN F ,
JR
03/27/17
NocHANGESTH"KE6T.
By
Mlam a Product Control
2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK
THE
•�
� 7F :• No. 58)OS '�
Revised iir
Dote:
Revision:
HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER
FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
= •; 7�'
--0
•; 3` �Y.'•t��
®
009erlp4ale
PRESSURE TABLES
Drevn Dy:
J ROSOWSKI
ONTHETABLE.
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DESIGN
Tom:
Data:
THOSE STANDARD SASH CONFIGURATIONS FALL
WITHIN THE SASH WIDTH RANGE W 7HE ADJACENT
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1 '0�°
HORIZONTAL ROLLER - NI
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STANDARD SASH CONFIGURATIONS FALL WITHIN
A. LYNN MILLER, P.E.
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cf
Glass Types
Anchor Quantities for XO or OX Windows
1-4
Sash
Width
30" Height
1 36' Height
1 48" Height
I 54" Height
30' Height
1 36" Height
48" Height
64" Height
HeadS
Head
E Head
a Head
E
Head
E Head
E Head
E Heed
E
Re1nE Level
(in)&
Sill-
& Sig
' & Sig
&Sill
&Sill
& SIII
& Sill
9, & SIII
Ri
Anchor Group A
Anchor Group C
25-1/2'
12.147
1+C1+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
28"
13.397
t+C2+1
2 1+C2+1
3 1+C2+1
3 1+02+1
3
1+62+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
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
1+C2+1
2 1+102+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
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
3 2+C2+2
3 2+C2+2
3
2+C2+2
21 2+C2+2 1211
2+C2+2 131
2+C2+2
3
Anchor Group 8
Anchor Group 13 .
25-1/2'
12.147
1+C2+1
2 1+02+1
3 1+C2+1 131
1+C2+1
3
1+C2+1
2 1+C2+1
3 1+C2+1
3 1+C2+1
3
2W
13.397
1+C2+1
2 1+C2+1
3 i+C2+1
3 1+C2+1
3
1+C2+1
2 1+C2+1
3 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
3W
17.397
1+C2+1
2 1+C2+1
3
3 1+C2+1
m
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
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+G2+2
2 2+C2+2
3 2+62+2
3 2+C2+2
3
75"
36.897
2+C2+2
2r2.1 C2+2 3
2+C2+2 3
2+C2+2
3
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+102+2
3
SEE TABLE 6 FOR DESIGN PRESSURE
TART F —
Glass Types
Anchor Quantities for XO or OX Windows
1-4
Sash
Width
30" Height
36" Height
48" Height
54' Height
30" Height
36" Height
48° Height
54' Height
Head
Head
EtO,
Head
Head '
Head
Head
Head
Head
Reinf. Le%d
M)
& Sill
& Sill
&SIIIIt1
&Sill '
&SIII
W &SIII
' . &SIII
&SIII
R2
Anchor Group A
AnchorGroup C
.
25-1/2°
12.147
1+C2+1
2 1+C2+1 131
1+C2+1
31 1+C2+1
13
28"
13.397
1+C2+1.
2 1+C2+1
31 1+C2+1
3 1+C2+1
3
36°
17.397
1+C2+1
2 1+C2+1
31 1+C2+1
3 1+C2+1
3
m
Not Allowed
42"
20.397
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
3
c
�
60"
29.397
2+132+2
2 2+02+2
3 2+C2+2
3 2+C2+2
3
75'
36.897
2+C2+2 12
2+C2+2
31 2+02+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+102+1
3 1+C2+1
3
1+02+1
2 1+C2+1
3 1+02+1
3 1+C2+1
3
j9
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
Y
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
U
m
42°
20.397
1+C2+1
2 1+C2+1 3
1+C2+1
3 1+C2+1
3
1+C2+1
E.
2 1+02+1.
3 1+C2+1
3 1+C2+1
3
0
48"
23.397
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
c
�
60'
29.397
2+C2+2 2'
2+C2+2 3
2+C2+2
3 2+C2+2
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 3
2+C2+2 3
2+C2+2
3
2+C2+2
2 2+C2+2
3 2+C2+2 31
2+C2+2 13
SEE TABLE 7 FOR DESIGN PRESSURE
Max. Anchor O.C. Anchor Anchor
Spacing for "Integral- Group E Group F
Fin" Installation 2.64°
GUIDE TO USING ANCHOR QUANTITY TABLES
FOR OX WINDOWS (XO SIMILAR):
ANCHOR QUANTITY
PERJAMB
2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY:
(2) ANCHORS ATTHE FDIED SECTION
+A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+(2) ANCHORS ATTHE SASH
TOTAL OF 7 ANCHORS ATTHE HEAD AND 7 ANCHORS ATTHE SILL
SEE ELEVATIOELEVATION, E
J—I SEE SHEET 1
SEE CLUSTER DETAILS, SHEET
SEE ELEVATION,
X / SHEET
SEE —
ELEVATION,
SHEET 1 MEETING RAIL
I1 REPEAT ANCHOR PATTERN AT SILL
FOR XOX WINDOWS:
ANCHOR QUANTITY
PER JAMB
1tC3+2+C3+1 Q HEAD AND SILLANCHOR QUANTITY.'
(1) ANCHOR ATTHE SASH
+A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+ (2) ANCHORS AT THE FDEI SECTION
+ A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+ (1) ANCHOR ATTHE SASH
TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL.
SEE ELEVATION. SHEETI
SEE ELEVATION, SHEET 1
SEE ELEVATION, SHEET 1.
--_
SEE ELEVATION,
sEE
X
O X
SHEET1
ELEVATION,
'
SHE I
MEETING RAIL
SEE CLUSTER
DETAILS,
REPEAT ANCHOR PATTERN AT SILL
SHEETS
NOTES;
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 UPT
THE NEXT AVAILABLE WIDTH OR HEIGHT
I I MINIMUM ANCHOR QUANTRIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THETABLE
Max. Anchor O.C. Anchor
Spacing for"Integral- Group F
Fin" Installation 4"
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 117-0411.09
Expiration Date 09124/2020
ey
MIamF fl da Product Control
m ADDED NOTE TO ANCHOR
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11131
TABLE 15:
Glass Types
Anchor
Quantities for
XO or OX
Windows
1-4
Sash
Width
30• Height
1 36" Height
1 48" Height
I SW Height
1 63" Height
30' Height
I 3V Height
1 48' Height
I 54" Height
1 63" Height
Head
Head
" Head
Head
Head S1
Head
Head
Head
Head
a Head
m
Reinf. Level
(in)
& Sill
m & Sill
m &Sill
m & S01
8, Sill
m & Sill
& Sill
R & SillIII
& Sill
'E° .& sill
Anchor Group A
Anchor Group C
25-1/2"
12.147
1+02+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+t
4
28"
13.397
1+02+1
2 1+C2+1
3 1+C2+1'
4 1+C2+1
4 1+C3+1
4
1+C2+1
2 1+C2+1.
3 1+C2+1
4 1+W+1
4 1+C2+1
4
36"
17.397'
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C3+1
4 1+C3+1
4
1+C2+1
2 1+C2+1
3 i+C2+1
4 1+C2+1
4 1+C2+1
4
in42-
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+p+1
4 1+C3+1
4
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
O
48'
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+132+1
4
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
60-
29.397
2+C2+2
2 2+C2+2
3 2+C3+2
4 '2+C3+2
4 2+C3+2
4
2+C2+2
2 2+102+2
3 2+C2+2
4 2+C2+2
4 2+C2+2
4
75"
36.897
2+C2+2 121
2+C2+2 131
2+133+2 141
2+p+2
4 2+C3+2
4
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2 141
2+C2+2
4
Anchor Group B
Anchor Group D
25-112"
12.147
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+R2+C2+2
1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4
29
28"
13.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
412+C2+2
4
Y
36"
17.397
1+C2+1
2 .1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
2 1+C2+1
3-1+C2+1
4 1+C2+1
44
m
42"
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
2 1+02+1
3 1+C2+1
4 1+C2+1
44
$
48"
23.397
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+02+1 4
1+C2+1-
2 1+C2+1
3 1+C2+1
4 1+C2+1 44
60"
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2 4
2+C2+2
2 2+C2+2 3
2+C2+2 4
2+C2+2 44
75-
36.897
2+C2+2
22+C2+2
3 2+C2+2 4
2+C2+2
¢ 2+C2+2
2
2+C2+2 3
2+12 4
2+C2+2 4q
Max. Anchor O.C.
Spacing for"Integral-
Fin" Installation
Anchor Anchor
Group E Group F
25' 4'
NOTES:
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 NEXT AVAILABLE WIDTH OR
HEIGHT DIMENSION SHOWN ON THE
TABLE
3) SEE SHEET 9 FOR A GUIDE TO USING
THESE TABLES,
4)" IM-1/2-1/4- AND-1/3-1/3.1/3"
INDICATE THAT THOSE STANDARD
SASH CONFIGURATIONS FALL WITHIN
THE SASH WIDTH RANGE W THE
ADJACENT COLUMN. -CUSTOM'
INDICATES THAT NO STANDARD SASH
CONFIGURATIONS FALL WITHIN THE
RANGE
Glass Types
Anchor Quantities for XO or OX Windows
2-4
Sash
Width
30" Height
3W Height
48" Height
54' Height
63' Height
72" Height
SW Height
1 36- Height
1 48- Height
I 54" Height
I 63' Height
1 72- Height
Head
Head
E Head
E Head
E Head
E. Head
E
Head
Head
E Head
E Head
Head
E Head
E
Reinf. Lew]
On)
& Sill
, &Sill -1°
&Sill
&Sill
& SI11
,° & Sill
& Sill
& Sill
& Sill
& Sill
'0, & SIII
m, & 818
R4
Anchor Group A
Anchor Group C
25-1/2"
12.147
1+C2+1
2 1+02+1
3 1+C2+1
41 1+p+1.
4 1+p+1
5 1+C4+1
5
28"
13.397
1+C2+1
2 •1+C2+1
3 1+p+1
4 1+C3+1
4 1+C3+1
5 1+C4+1
5
36'
17.397
1+C2+1
2 1+C2+1
3 1+C3+1
4 1+04+1
4 1+04+1
5 1+C4+1
5
m
42'
20.397
NotAllowed
1+C2+1
2 1+C2+1
3 1+C3+1
4 1+C4+1
4 1+C4+1
5 1+C4+1
5
48"
23.397
•1+C2+1
2 1+C3+1
3 1+C4+1
4 1+04+1
4 1+04+1
5 1+C4+1
5
c
�
i
60"
29.397
2+C2+2
2 2+C3+2
3 2+C4+2
4 2+04+2
4 2+C4+2
5 2+C4+2
5
75"
36.897
2+C2+2 121
2+C3+2
3 2+C4+2
4 2+C4+2
4 2+C4+2
5 2+04+2
5
Anchor Group B
Anchor Group D
25-1/2'
12147
1+C2+1
2 1+C2+1
3 1+C2+1
4 1+p+1
4 1+C3+1
5 1+C4+1
5
1+G2+1
2 1+CL+1 _
3 1+C2*1
4 1+p+1
4 1+p+1
5 1+C4+1
5
v
28"
13.397
1+C2+1
2 1+C2+1
3 1+C3+1
4 1+C3+1
4 1+C3+1
5 1+C4+1
5
1+C2+1
2 1+02+1
3 1+C3+1
4 1+p+1
4 1+p+1
5 1+C4+1
5
3V
17.397
1+C2+1
2 1+C2+1
3 1+C3+1 4
1+C4+1
4 1+C4+1
5 1+C4+1
5
1+C2+1
2 1+C2+1
3 1+C3+1
4 1+04+1
4 1+04+1
5 1+04+1
5
m
42'
20.397
1+C2+1
2 1+C2+1
3 1+C3+1 4
1+C4+1
4 1+C4+1
5 1+C4+1
5
1+C2+1
2 1+C2+1
3 1+C3+1
4 1+64+1
4 1+C4+1
5 1+C4+1
5
o
48"
23.397
1+C2+1
2 1+C3+1 3
1+C4+1 4
1+C4+1
4 1+04+1 5
1+C4+1
5
1+C2+1
2 1+C3+1
3 1+C4+1
4 1+C4+1
4 1+C4+1
5 1+C4+1
5
60"
29.397
2+02+2
2 2+C3+2
3 2+C4+2 4
2+04+2
4 2+C4+2 5
2+C4+2
5
2+C2+2
2 2+C3+2
3 2+C4+2
4 2+C4+2
4 2+C4+2
5 2+C4+2
5
75"
36.897
.2+C2+2
2 2+C3+2 3
2+C4+2 4
2+04+2
4 2+C4+2 5
2+C4+2
5
2+C2+2 2
2+C3+2
3 2+64+2
4 2+C4+2
4 2+C4+2 5
2+C4+2
5
Stt IAULL 11 rUK ULb1UN YHtSuUHt
MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C. SPACING SHOWN ON THE ELEVATIONS.
Max. Anchor O.C.
Spacing for
"Integral -Fin"
Anchor Group F
3.1"
PRODUCT REVISED
os oomptying with the Florida
Building Code
NOA-No. 17-0411.09
Expiration Date 09/24/2020
m ADDED NOTE TO ANCHOR
s CITY. TABLES.
tJ r-
z
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ALYNMMIIIFR P.E.
P.E#587D5
TARLF 17:
Glass Type
1
Sash �
Sash
Anchor Quantifies for XOX Windows .
24° Height
9
30" Hal ht
8
36' Height
9
48° Height
8
54' Height
63- Height
B
24' Height
8
30" Wight
9
36" Height
g
48' Haight
54° Height
8
ST Height
Reird L WI
R3
Configuradon
Width
Raree (n)
Head & Sill
Head & Sill
Head & Sill
' Head & Sli
Head & SI11
Head & Sill
Head & Sig
m Head & Sill
Head & Sill
a Ia
Head 8 Si0
Head 8 SIII
' Head 8 Slg
Anchor Group A
Anchor Group C
35.1/4'
K-%-%.
11.391-11.391
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+02+0+C2+1
3 14C2+0+C2+1
q 1+C2+0+C2+1
4 1+C2+0+C2+1
4 1+CZ+o+C2+1
2 1+C2t0+G2+1
2 1+C2+O+C2+1
3 1+C2+D+C2+1
4 1+C2+D+C2+14
1+C2+p+C2+1
4
38'
K-K•K
112.30a-12.308
1+C2+G+C2+1
2 1+C2+D+t2+1
2 1+C2+0+C2+1
3 1+C2+D+C2+1
4 1+C2+0+C2+1
4 1+p+0+C3+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+03+0+C3+1
4
K-
%K
11.391-13.397
1+C2+0+C2+1
2 1+C2+0+C2+i
2 1+C2+0+C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C3+0+03+1
4 i+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
45-1/8"
K-K-K
13.398-14.683
1+C2+6+C2+1
2 1+C2+O+C2+1
2 1+C2+0+C2+1
3 1++D+C3+1
C3
4 i+C3+0+C3+1
4 1+CS+D+C3+1
4 1tC2+0+C2+1
2 1+C2+0+02+1
2 1+C2+0+C2+1
3 1+C3+O+C3+1
4 1+C3+0403+1
4 1+C3+0+C3+1
4
-Yr-y
ti.391 -12297
ltC2+0+C2+1
2 1+C2+0+02+1
2 1+C2+0+02+1
3 1+p+D+C3+1
4 1+C3+0+C3+1
4 1+C3+0+CS+1
4 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 i+p+G+C3+1
4
47-3/4'
Ys-K-K
72298-15.658
1+C2+G+C2+1
2 1+02t0+C2+1
2 1+C2+0tC2t1
3 itC3+0+C3+1
4 1+p+p+p+1
4 1+q+0+q+1
4 1+C2+0+C2+1
2 1+C2+D+C2+1
2 1+02+0+C2+1
3 1+CS+O+q+1
4 1+p+Otp+i
4 7+q+D+C3+1
4
Custom
11.391-12.010
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+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+CZ+1+02+1
3 1+C2+1+CZ+1
4 1+02+1+02+11
4 1+C2+1+C2+1
4
Y
52-1/8'
'/a-+frK
12017-13.397
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+q+D+03+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+p+0+p+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C3+0+q+1
3 1+C3+O+C3+1
4 1+03+0+C3+1
4 1+C3+D+q+1
4
m
K-K-Ys
13.398 - 17.016
1+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1
4 1+C3+0+W+1
4 1+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C3+D+C3+1
3 1+C3+0+C3+1
4 1+C3+D+C3+1
4 1+C3+0+C3+1
4
Custom
ii.391 - 13.397
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C3+1
4 1+C3+2+C3+1
4 1+C3+t+C3+1
4 1+C2+2+C2+1
2 1+C2+2+02+1
2 1+C2+2+C2+1
3 1+C2+1+1)2+1
4 1+C3+1+C3+1
4 1+C3+1+C3+1
4
60°
%-K-K
13.398-15.360
1+C2+2+C2+1
21+C2+2+C2+1
21+C2+2+C2+1
31+C3+2+C3+1
41+C3+1+C3+1
4 1+C3+1+C3+1
4 1+C2+1+C2+1
21+C2+1+C2+1
21+C2+1+C2+1
31+C3+i4C3+1
4 1+C3+1+p+14
1+03+1+03+1
4
-K
15.361-19.641
1+C2+0+C2+i
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C3+0+C3+1
4 1+q+0+C3+1
4 1+q+0+03+1
4 1+C2+0+02+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+q+G+C3+1
4 i+p+O+C3+1
4 1+q+0+q+1
4
%-K
17.141-19.110
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+C3+2+C3+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+1+C2+1
4 1+C3+1+C3+1
4 1+C3+1+03+1
4
75'
3;-K-Ya
19.111-24.841
1+C2+D+C2+1
2 1+C340+C3+1
2 1+C3+0+C3+1
3 1+C3+D+C3+1
4 1+C4+o+C4+1
4 1+C4+G+c4+1
4 1+C2+0+C2+1
2 1+q+0+C3+1
2 1tC3+0+03+1
3 1+C3+O+pt1
4 1+C4+0+C4+1
4 1+04+O+CA+1
4
ZT.641-32.516
2+C2+2+C2+2
2 2+C2+2+C2+
2 2+C2+2+C2+2
3 2+C3t2+C3+2
4 1+p+2+C3+1
4 1+03+2+c3+1
4 1+CZ+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+1+C3+1
4 1+C3+1+C3+1
4 1+C3+1+C3+1
4
96'
Custom
32.517-39.641
2+C2+0+C2+2
2 2+p+D+C3+2
2 2+C3+0+C3+2
3 2+C3+O+C3+2
4 2+C3+0+p+2
4 2+C3+0+p+2
4 2+C2+0+C2+2
2 2+C3+O+C3+2
2 2+C3+0+q+2
3 2+C3+O+C3+2
4 2+C3+0+ 4
2+C3+O+p+2
4
120°
-39.641
2+C2+2+C2+2
2 3+C2+2+C2+
2 2+C2+2+C2+3
9 2+C3+2+C3+2
4 2+C3+2+C3+2 4
2+C3+2+C3+
4 2+C2+2+C2+2
2 2+C2+2+C2+2
2 2+02+2+C2+2
3 2+C3+2+C3+2
4 2+C3+2+C3+ 4
2+C3+2+q+2
4
Anchor Group B
AnchorGroup D
35-1/4'
Ya-Yn-K
11.391-11.391
1+C2+O+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+q+C2+1
4 1+C2+O+C2+1 4
1+C1+W02+1
9 1+C2+WC2v1 2
1+C2+0tC2+1
2 1+C2+p+C2+1 9
i+C2+0+C2+1 4
1+C2+0+C2+1 4
1+C2+6+C2+1
4
38'
Ya-%-K
12308-12308
1+C2+D+CZ+1
2 1+02+0+C2+1
2 1+C2+O+C2+1
3 1+C2+0+C2+1
4 1+C2+0+C2+1 4
1+C3+0+p+1
4 1+C2+0+C2+1 2
1+C2+0+C2+1 2
1+C2+0+C2+1 3
1+C2+GtC2+1 4
1+C2+O+C2+1 4
1+C3+0+C3+1
4
%-%
11.391-13.397
1tC2+D+C2+1
2 i+C2+0+C2+1
2 1tC2+0+C2+1
3 1+C3+0tC3+1 4
1+C3+0+C3+1 4
1+03+0+C3+1
4 i+C2+D+C2+1 2
1+C2+D+C2+1 2
1+C2+0+02+1 3
1+C3+GtC3+1 4
1+C3+0+C3+1 4
1+C3+D+C3+1
4
45-1/8'
K-K-K
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
i+C3+0+C3+1 4
1+C3+0+C3+1
4 1+C2+D+C2H 2
1+C2+O+C2+1 2
1+C2+O+C2+1 3
1+C3+Dtq+1 4
1+C3+0+C3+1 4
1+C3+0+C3+1
4
%K-34
11.381-12.297
1+CZ+D+C2+1 2
1+02+0+C2+1 2
1+C2+0+C2+1
3 1+C3+0+gt1 4
1+C3+0+gt1 4
1+C3+G+C3+1
4 1+C2+D+C2+1 2
1+C2+0+C2+1 2
1+C2+0+C2+1 3
1+C3+O+p+1 4
1+C3+G+C3+1 4
1+C3+0+C3+1
4
473/4'
K-Ya-K
12298-15.558
1+C2+Dtp+1 2
1+CZ+O+C2+1 2
1+02+0+C2+1
3 1+p+O+C3+1 4
1+C3+0+C3+1 4
1+C3+D+C3+1 4
1+C2+0+C2+1 21+C2+0+C2+1
2
i+C2+0+C2+1 3
1+p+04C3+1 4
1+C3+0+C3+1 4
1+C3+D+p+i
4
v
Custom
11.391-12.016
1+C2+1+C2+1 2
1+C2+1+CZ+1 2
1+C2+1+C2+1 3
1+C2+1+C2+1 4
1+02+1+02+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
52-1/8' 1
K-}i-K 112.017-13.397
1+C2+0+C2+1 2
14C2+0+C2+1 2
1+C3+0+q+1 3
1+C3+O+C3+1 4
1+C3+O+C3+1 4
1+C3+9+C3+1 4
1+C2+G+C2+1 2
1+C2+o+C2+1 2
1+C3+0+C3+1 3
1+C3+MC3+1 4
i+C3+0+C3+1 4
1+p+0+C3+1
4
m
-K-K 113.398-17.016
1+C2+0+C2+1 2
1+C2+0+C2+1 2
1+p+0-+p+1 3
t+q+0+p+1 4
1+C3+0+q+1 4
1+pt0+C3+1 4
1tC2+0+C2+1 2
1+C2+0E-
1+gt0+p+1 3
1+C3tDtp+1 4
1+ptp+C3+1 4
1+q+p+C3+1
4
Custom
11.391-13.397
1+C2+2+C2+1 2
1+02+2+C2+1 2
1+C2+2+C2+1 3
1+C2+1+C2+1 4
1+q+1+C3+1 4
1+C3+1+C3+1 4
1+C2+1+C2+1 2
1+C2+2
1+C2+2+C2+1 3
1+C2+1+C2+1 4
1+C3+1+C3+1 4
1+C3+tap+1
4
60°
is-M-K
13.398-15.360
1+C2+1+C2+1 21+C2+2+C2+1
2
1+C2+2+C2+1 3
1+q+1+C3+1 4
1+C3+1+C3+1 4
1+C3+1+C3+1 4
1+C2+1+C2+1 2
1+C2+1
1+C2+1+C2+1 3
1+C3+1+C3+1 4
1+C3+1+C3+1 4
1+C3+1+C3+1
4
K-K-%
15.361-19.641
1+C2+0+C2+1 2
1+C2+0+C1+1 2
1+C3+0+C3+1 3
i+C3+0+C3+1 4
i+C3+0+C3+1 4
1+C3+D+C3+1 4
1+C2+0+C2+1 2
1+C2+D
1+C3+0+C3+1 3
1+C3+0+p+1 4
1+C3+Dtp+1 4
1+p+O+C3+1
4
75"
75'
%-Y %
17.141-19.110
i+C2+2+CL+1 2
1+C2+2+C2+1 2
1+C2+2+C2+13
1+C2+2+C2+1 4
1+C3+1+C3+1 4
1+C3+1+C3+1 4
1+C2+2+CZ+1 2
1+C2+2
1+02+2+C2+1 3
1+C2+1+C2+1 4
1+C3+1+C3+1 4
1+C3+1+C3+1
4
%-K
19.111-24.641
1+C2+O+C2+1 2
1+p+D+q+1 2
1+p+0+C3+1 3
1+p+ptC3+1 4
7+C4+DtC4+1 4
1+C4+0+(yq+1 4
1+G2+p+C2+i 2
1+p+p1+Z_C3+1
3
1+q+Otpr1 4
1+C4+O+C4+1 4
1+C4+G+C4+1+yi_j�_K
27.641 -32516
2+C2+2+C2+2 2
2+C2+2+C2+2 2
t+C2+2+C2+2 3
1+q+2+C3+1 4
1+C3+1+C3+1 4
1+C3+1+C3+1 4
1+C2+2+C2+1 2
1+C2+21+C2+2+C2+1
3
1+C3+1+C3+1 4
1+p+1+C3+1 4
1+p+1+C3+1
4
Custom
W-617-39.6411
2+C2+O+CL+2 2
2+C3+O+C3+ 2
2+p+O+q+2 3
2+C3t0+p+2 4
2+q+p+q+2 4
2+p+0+p+2 4
2+C2+D+C24 2
2+C3+p2+C3+O+C3+2
3
2+C3+D+p+2 4
2+p+0+C3+2 4
2+q+p+pt2120°
%-K
-39.641
2+C2+2+C2+2 2
2+C2+2+C2+ 2
Z+C2t2tC2+2 3
2+p+2+C3+2 -0
2+C3+9-C- +1 42+C3+2+pr
4
2tC2+2+C2+ 2
2+C2+2
2+C2+2+C2r 3
2+CS+2+p+ 4
2+C1+2+q+2 4
2+q+2+q+2
4
MaX.AnchorO.C.
Spacing for "Integral-
Fin" Installation
Anchor
Group E
Anchor
Group F
• 23'
1 4'
"MIN. SASH SIZE= WINDOW WIDTH-40.72
SEE TABLE 8 FOR DESIGN PRESSURE
2 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) "1/4-1/2-1/4" 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.
MINIMUM ANCHOR QUANTITIES SHOWN- ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C. SPACING SHOWN ON THE ELEVATIONS.
PRODUCT REVISED
es complying with the Florida
Building Codo
NOA-No. 17-0411.09
Expiration Date 019/24/2020
ADDED NOTE TO ANCHOR
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P.F_# 58705
mess Types
Anchor Quantities for XOX Windows
2-4
Sash
Sash
SO' Height
36' Height
48- Height
54' Height
ST Height
24' Height
30° Haight
36- Helghl
48- Height
54' Heigh[
6T Heigm
Rein Leval
R3Anchor
Configuration
��
Range n
8 Q)
4Wj..
H
Head 8 901
� Head 8 SDI
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R Heed 8 SiD
� Head 8 SIII
1 HeadB 91II
9 Fad 8 SIII "
� Head 8 SIII
� Head 8 Sfil
� Head 8 9111
� Head 8 Sill
Group A
AnchorGroupC
35-114'
-%-'/n
11.391-11.391
1+
1+C2+0+C2+1
2 1+C2+D+CL+1
3 1+C2+0+C2+1
4 1+C2+O+C2+1
4 1+CZ+O+C2+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+CZ+1
3 1+C2+0+C2+1
4 1+t7+04C2+1
4 1+CZ+O+C2+1 4
38'
K-%ra-K
17308-12.306
1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C2+D+C2+1
3 1aC2+0+C2+1
4 1+C2+O+C2+1
4 1+p+0+C3+1
4 1+C2+0+C2+1
2 1+C2+O+C2+1
2 i+C2+0+C2+1
3 1-C=+O+C2+1
4 1+CZ+CICZ+1
4 1+p+0+ca+1 4
%%%
11.391-13.397
1+C2+D+C2+1
2 1+C2+O+C2+i
2 1+C2+0+C2+1
3 1+C3+D+p+1
4 1+C3+0+C3+1
4 1+C4+6+C4+1
4 1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 1+C3+O+C3+1
4114 D+C3+1
4 1+C4+0+C4+1 4
45-118'
K-%-K
13.398-14.683
1+C2+0+C2+1
2 1+C2+D+C2+1
2 1+C2+G-M+1
3 1+Ca+D+C3+1
4 t+p+6+C3+1
4 1+C3+0+C3+1
4 i+C2+0+C2+1
2 1+C1+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
11.391 -12297
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+CZ+1
3 1+C3-0+C3+1
4 1+C3+0+C3+1
4 1+C4+0+C4+1
4 1+C2+D+C2+1
2 Hi2+O+CZat
2 1+CZ+O+C2+1
3 1+03+0+C3+1
4 1+C3+0+C3+1
4 1+C4+O+CA+1 4
473I4'
12298-15.558
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 i+p+0+C2+1
2 IaC2+D+C2+1
2 1+C2+O+C2a1
3 1+C3+G+C3+1
4 1+C3+0aC3+1
4 1+C3+0+p+1 4
Custom
11.391-12n16
1+C2+O+C2+1
2 1+C2+O+CZ+1
2 1+C3+0+C3+1
3 1+C3+0+p+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+03+0+C3+1
3 1+C3+G+p+i
4 1+C4+0+C4+1
4 1+C4+D+O4+1 4
52-1/8'
Y-K=/
12017-13El-
2+O+C2+1
2 1+C2+0+C2+1
2 1+C3+6+C3+1
3 1+C8+8+C3+1
4 t+C4+0aC4+1
4 I+C4+0+C4+1
4 f+C2+0+C2+1
2 1+C2+O+C2+1
2 1+C3+0+C3+1
3 1+p+D+C3+1
4 1+C4+0+C4+1
4 1+04+0+04.1 4
13.398-172+O+C2+1
2 1+C2+0+02+1
2 1+p+0+C3+1
3 1+CS+O+C3+1
4 I+C4+0+C4+1
4 1+C4+DtC4+1
4 1+C2+O+C2+1
2 1+C210+C2+1
2 1+p+0+C3+1
3 1+p+0+C3+1
4 I-C4+0+04+1
4 1+C4+O+C'4+1 4
x
Custom
11.391-132+2+C2+1
2 I+C2+2+C2+1
2 1+C2+2+C2+1
31+p+2+C3+1
4 1+C3+2+C3tl
41+C3+2+C3+1
4 f+C'2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+p+2+C3+1
41+p+2+p+1
4 1+p+1+C3+1 4
m 60°
ia-h-Y
13.398-152+2+CZ+1
2 1+C2+2+CZ+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+C2+1+C2+1
2 f+C1+1+C2+1
2 1+C2+1aC2+1
3 1+p+1+C3+1
4 iap+f+p+1
4 1+pal+p+1 4
K-K-K
15.361-192+O+C2+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C4+0+C4+1
4 1+C4+D+C4+1
4 1+04+O+C4+1
4 1+02+0+C2+1
2 1+CZ+O+C2+1
2 1+C3+0+C3+1
3 1+C4+0+04+1
4 1+C4+0+04+1
4 1+C4+0+C4+1 4
Custom
11.391-132+3+C2+1
2 1+C2+9+C2+1
2 1+C2+4+C2+1
3 1+p+4+p+1
C3+1
4E2+C3+4+C3+2
4 1+C3+3+C3+1
4 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+G2+3+CL+1
3 1+C3+3+C3+1
4 1+C3+3+p+i
4 1+C3+2+C3+1 4
75'
+/+-K=/
13.398-192+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+p+3+p+1
4+C3+1
4 1+p+2+C3+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+C3+2+C3+1 4
19.111-242+O+C2+1
2 1+p+D+C3+1
2 1+C3+0+C3+1
3 1+CA+G+C1+1
4+C4+1
4 1+CA+O+C4+1
4 1+C2+0+C2+1
2 1+p+0+C3+1
2 i+p+G+CS+1
3 1+C4+0+C4+1
4 1+C4+0+C4+1
4 1+C4+D+CA+1 4
Custom
17.641-19.397
1+C2+4+C2+1
2 1+C2+4+C2+1
2 1+C2+4+C2+1
3 1+C3+4+C3+1
4C3+1
4 t+p+3+C3+1
4 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C3+3+p+1
4 1+C3+3+C3+1
4 1+p+2+p+1 4
96'
Y-K-K
19.398-24.360
1+C2+3+C2+1
2 1+C2+4+CZ+1
2 1+C2+4+CZ+1
3 1+C3+4+C3+1
4C3+1
4 1+C3+3+CS+i
4 1+C2+2+C2+1
2 1+C2+3+C2+1
2 1tC2+3+C2+1
3 1aC3+3+C3+1
4 1+p+3+C3+1
4 1+C3+2+C3+1 4
)S-K-K
24.361-31.641
2+C2+3+C2+2
2 2+CZ+3+C2
2 2+C2+3+C2+2
3 2+C3+3+Ci+
4C3+i
4 1+C3+2+C3+1
4 1+C2+2+C2+1
2 1+C2+2aa+1
2 1+C2+2+C2t1
3 1+C3+2+C3+1
4 1+C3+2+C3+1
4 1+p+2+03+1 4
K-K-y
29.841-32.515
2+C2+4+C2+2
2 Z+C2+4+C2+2
2 2+C2+4+C2+2
3 2+C3+4+C3+
4C3+
4 2+C3+3+C3+2
4 2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2t
3 2+p+3+p+ 4
2aC3+S+C3+2
4 2+C3+2+C3 4
120'
),_ K
32516.39.641
2+C2+3+C2+2
2 3+C2+4+C2+3
2 3+C2+4+C2+3
.3 2aC3+4aC3+
4C3+2
4 2+C3+2+C3+2
4 2+C2+2+C2+
2 2+C2+3aC2a2
2 2+C2+3+C2+
3 2+p+3+p+2 4
2+C3+2tC3+
4 2+p+2+p+2 4140'
Custom
-39.641
+CZ+4+C2+2
2 3+C2+4+C2+3
22+C2+4+C2+3
3 2+p+4.
4+C3+2
4 Zap+3+C3+2
4 2+C2+3+C2+
2 2+C2a3+C2+2
2 2tC2+3+C2+2
3 2+C3+3+C3a2 4
2+C3+3+p+
4 2+--+2+C3+2 4
Anchor Group B
Anchor Group O . -
354V4'
%-K-K
11.391-11.391
1+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+&C2+1 13
1+C2+D+C2+1
4 1+C2+O+C2+1
4 1+C2+O+C2+1
4 11aC2+0+CZ+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1 4
f+C2+G+C1+1
4 1+C2+0+C2+1
4
38'
Y.+Y.-K
12308-12308
I+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+0+C2+1
3 1+C2+O+C2+1
4 I+C2+0+C2+1
4 1+C3+0+C3+1
4 1+C2+0+C2+1
2 1+C2+D+CZ+1
2 1+C2+0+C2+1
3 1+C2+0+C2+1 4
1+CZ+O+C2+1 4
1+p+0+py
4
11.391-13.39T
1+C2+D+C2+1
2 1+C2+0+C2+1
2 1+02+0+C2+1
31 1+C3+Gic3+1
4 iiC3+0+p+1 4
1+04+0+04+1 4
1+C2+D+C2+1
2 i+C2+0+C2+1
21+C2+D+C2+1
3 1+C3+0+p+1 4
1+C3+0+C3+1 4
1+C4+0+C4+1
4
45-1/e^
K-K-K
13.398-14.693
f+C2+D+C2+1
2 i+C2+0+C2+1
2 1aC2Q-C2+1
3 1+C3+0+C3+1
4 1+C3+0+C3+1 4
1+p+D+p+1 4
1+C2+D+C2+1
2 1+02+13+CZ+1 2
1+C2+0+C2+1
3 1+C3+0+CS+1 4
1t03+0+C3+1 4
1+C3+NC3+1
4
Ya-K-%
11.391 -12297
1+C2+0+C2+1
2 i+C2+0+C2+1
2 1+C2+0+C2a1
3 1+C3+0+C3+1
4 1+p+D+C3+1 4
1+C4+0+C4+1 4
1+C2+D+C2+1
2 1+C2+0+CZ+1 2
1+C2+0+C2+1
3 1+p+0+p+1 4
1+p+0+C3+1 4
I+C4+D+C1+1
4
47.914°
K-K-K
12-298-16.558
1+C2+D+C2+1
2 i+C2+0+C2+1
2 1+C2+0+CZ+1
3 1+p+O+C3+1
4 1+C3+D+C3+1 4
1+C3+0+p+1 4
1+C2+0+C2+1
2 1+C2i0+C2+1 2
1+C2+0+C2+1
3 i+p+0+C3+1 4
1+C3+0+c3+1 4
1+p+0+p+1
4
Custom
11.391-12.016
t+C2+D+C2+1
2 1+C2+0+C2+1
2 1+C3+0+p+1
3 1+C3+D+C3+1
4 1+C4+G+C4+1 4
1+C4+0+C4+1 4
1+C2+0+C2+1
2 1+C2+0+C2+1 2
t+c3+0+CS+1
3 1+p+0+C3+1 4
1+C4+0+CA+1 4
1+C4+D+C4+1
4
52-118'
y-K-j±
I 12017-13.397
1+C2+0+C2+1
21+C2+0+C2+1
2 1+C3+0+C3+i
3 1+C3+D+C3+1 4
1+C4+0+C4+1 4
1+C4+O+C4+1 4
1+C2+0+CZ+1
2 1+C1+O+C2+1 2
1+p+0+C3+1
3 1+p+0+C3+1 4
1+C4+0+C4+1 4
1+C4+0+C4+1
4
h-'/a-%
113.398 -17.016
I+C2+D+C2+1
2 1+CZ+DtC2+1
2 1+p+0+C3+1
3 1+C3+D+C3+1
4 1+C4+0+C4+1 4
1+C4+O+CA+1 4
1+C2+0+C2+1
2 i+C2+0+C2+1 2
i+C3+0+C3+1
3 1+p+0+C3+1 4
1+C4+0+C4+1 4
1+C4+0+C4+1
4
Custom
11.391-13.397
1+C2+2+C2+1
21+C2+2+C2+1 2
1+C2+2+C2+1 3
1+p+2+C3+1 4
1+C3+2+C3+1 4
1+C3+2+C3+1 4
1+C2+1+C2+1
21+C2+2+C2+1 2
1+C2+2+C2+1
31+C3+2+C3+1 4
1+C3+2+C3+1 41+C3+1+C3+1
4
m 60'
13.398-15.360
1+C2+1+C2+1
2 1+C2+2+C2+1 2
1+C2+2+CZ+1
3 t+c3+2+C3+1
4 1+C3+1+C3+1 4
1+C3+1+C3+1 4
1+02+1+C2+1
2 i+C2+1+02+1 2
1+C2+1+C2+1
3 1+C3+1+p+1 4
1+03+1+C3+1 4
1+C3+1+p+1
4
o
Y-K-K
15.361-19.641
1+C2+O+C2+1
2 1+C2+D+C2+1 2
1+p+G+p+1
3 1+Ct+0♦CA+1 4
1+C4+0+C4+1 4
1+C4+D+C4+1 4
1+C2+0+C2+1 2
1+C2+0+C2+1 2
1+C3+0+C3+1
3 1+04+0+04+1 4
1+04+0+C4+1 4
1+C4+O+C4+i
4
Custom
11.391-13.39T
1+02+2+C2+1
2 1+C2+3+C2+1 2
1+C2+3+C2+1
31+C3+3+C3+1 4
1+C3+3+C3a1 4
1+C3+2+C3+1 4
1+C2+2+C2+1 2
1+C2+2+C2+1 21+CZ+2+C2+1
3
1+C3+3+C3+1 41+W-2+C3t1
4
t+c3+2+p+1
4
75'
% K%+
13.398-19.110
1+C2+2+C2+1
2 1+CZ+2+C2+1 2
1+C2+3+C2+1 3
1+C3+3+p+1 4
1+p+2+C3+1 4
1+p+2+C3+1 4
1aC2+2+C2+1 2
1+C2+2+C2+1 2
1+C2+2+02+1 3
I+p+2+C3+1 4
1+p+2+C3+1 4
1+C3+2+C3+1
4
-K-K
19.111-24.641
1+C2+0+C2+1
2 i+C3+0+C3+1 2
1+C3+0+p+1 3
1+04+0+C4+1 4
1+C4+0+C4+1 4
1+C4+0+C4+1 4
1+C2+0+C2+1 2
I+C3+0+C3+1 2
1+C3+0+C3+1 3
1+C4+0+C4+1 4
1+CA+0+C4+1 4
1+C4+0+CA+1
4
Custom 117.641-19.397
1+C2+3+C2+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+C3+3+C3+1
1+C2+2+C2+1 2
1+C2+3+C2+1 2
1+C2+3+C2+1 3
1+p+3+p+1 4
1+C3+3+C3+1 4
1+C3+2+C3+1
4
96'
Y-%-'/a
19.398-24.360
1+C2+3+CZ+1
2 1+C2+3+C2+1 2
1+C2+3+C2+1 3
1+C3+3+C3+1 4
1+C3+3+p+1 4
1+p+2+C3+1
1+C2+2+C2+1 2
1+C2+3+C2+1 2
1+C2+3+C2+1 3
1+CB+3+03+1 4
1+p+2+C3+1 4
1+C3+2+C3+1
4
24.361-31.641
1+C2+2+C2+1 2
2+C2+2-C2+2 2
2+C2+3+C2+2 3
1+C3+2+C3+1 4
1+C3+2+C3+1 4
1+p+2+C3+i
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+CS+1 4
1+C3+1+C3+1
4
-K=/
29.841-32515
2+C2+3+C2+2
2 2+C2+3+C2+ 2
2+C2+3+C2+2 3
2+t3+3+C3+2 4
2+C3+3+C3+ 4
2+p+2+C3+2
142+C2+2+ C2+2 2
2+C2t3+C2+2 2
2+C2+3+C2+2 3
2+C3+3+C3+2 4
2+C3+2+C3+2 4
2+C3+2+C3+
4120'
32516-39.641
2+C2+3aC2+2 2
2+C2+3+C2+2 2
2+C2+3+C2+2 3
2+p+3rp+2 4
2+p+2aC3+ 4
2tp+2aC3+2
2+C2+2+C2+2 2
2+C2+2+C2+2 2
2+C2+3+C2+2 3
2+C3+2+C3+2 4
2+C3+2+C3+ 4
2+C3+2+p+
4140'
Custom
-39.641
+C2+3+C2+22
2+02+3+C2+2 2
2+02+3+C2+2 3
2+C3+3+C3+2 4
2+p+3+C3+2 4
2+p+2+C3+2
2aC2+2+C2+2 2
2+C2a3*C2+ 2
2+C2a3+C2+2 3
2+C3+3+C3+2 4
2+p+2+p+2 4
2+p+2+p+
4
NOTES: SEE I ABLE U FUR UE91GN PRESSURE
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
Anchor Anchor WINDOW WIDTH -60.72 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT.(SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE.
Max. Anchor O.C. Sp acing for Q-h-r GmupP '+ MIN. SASH SIZE= 2 3) FOR SIZES NOT SHOWN, ROUND UP TO THE. NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
"NtegralFin"InsfagaGon up
37 4)-1/4-1/2-1/4'AND'1/3-1/3-1/3'INDORI-ETHATTHOSESTANDARD 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 connPI&S with the Florida
Building Code
NOA-No. 17-0411.09
Expiration Date 09/24/2020
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ALSO COMPLY WITH THE MAX.O.C.
Glass •types
2-4
Hash
Sash
Anchor Quantities for XOX Windows
24' Hel 9m
30' Height
ght
36' Haight
9
48' Height
54° Height
g
83• Height
9
24" Height
9
30' Height
9
38' Hel ht
9
48' Haight
B
54' Haight
B
83' Height
9
Reint Le%W
R4
Configuration
Vldth
Ran e
B (N)
Head & Bill
Head & Sill
Head & Sill
Head B Sig
Head & SO
Head & Sig
Head & Stil
Head & SIII
Head a Sill
Head & SAI
Head & SDI
Head & SIII
Anchor Group A -
Anchor Group C
35.114"
38'
•}/6'
47-34°
52-1/8'
o
m 60•
75•
96'
120'
14Q'
Y 13
11.391-11.391
NotAlowed
-
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+O+C2+1 4
Ys-%-%
12.308-12.30E
1+C2+0+C2+1
21+C2+D+02+1
2 1+C2+0+C2+1
3 1+C3+0+C3N
41+C340+p0
4 1+C3+0+C3+1 4
Y4--YI-Y4
11.391-13.397
1+C2+0+C2+1
2 1+C2+0+CZ+1
2 1+C3+0+C3+1
3 1+C4+0+C4N
4 1+Gi+0+CR+1
4 1+CA+0+04+1 4
Yi-Y3-'/a
13.396-14-663
1+C2+0+C2+1
2 1+C2+O+C2+1
2 1+p+0+C3+1
3 1+G3+0+C3+1
4 1+p+0+p+1
4 1+C3+0+p+1 4
Y,-y
11.391 -12297
1+C2+0+C2+1
1+C2+0+C2+1
2 1+C3+0+C3+1
2 1+C3+0+C3+1
2 1+03+0+p+1
2 1+p+0+C3+1
3 1+04+0+04+1
3 1+C3+0+p+1
4 1+C4+0+C4+1
4 1+p+D+CS+1
4 1+04+0+C4+1 4
4 1+C3+0+C3+1 4
}3',3-'r3
-
12298-15.558
Custom
11.391-12.016
1+C2+0+02+1
2 1+C3+0+C3+1
2 1+C3+0+C3+1
3 1+C4+0+04+1
4 1+p+0+C5+1
4 1+C5+0+05+1 4
X-Y,-Ya
12017-13.397
1+02+0+C2+1
14C2+0+C2+1
2 1+C3+O+C3+1
2 1+C3+0+C3+1
2 1+C3+0+C3+1
2 1+C3+0+C3+1
3 1+CA+0+C4+1
3 1+C4+O+CA+1
4 1+CS+O+C5+1
4 1+CA+0+04+1
4 1+p+0+CS+1 4
4 1+C4+0+CA+1 4
%-Y
11398-'17,018
Custom
11.391-13.397
1+C2+2+C2+1
2 1+C2+2+C 2+1 .2
t+p+2+p+1
3 1+C4+2+CAN
4 1+CA+2aC4+1
4 1+C4+2+C4+1 4
y%_y
13398-15.360
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C3+2+CB+1
3 1+C4+2+C4+1
4 1+CA+2+CA+1
4 1+04+2+04+1 4
-Ya-Ys
15.361-19.641
1+C2+0+C2+1
2 1+C3+O+C3+1
2 1+C4+0+C4+1
3 1+CS+O+CS+1
4 1+CS+D+C5+1
4 1+CS+O+CS+l 4
Custom
11.391 -13397
1+C2+3+C2+1
2 1+02+3+C2+1
2 1+03+3+C3+1
3 1+C4+4+C6+1
4 1,04+3+C4+1
4 1+C4+3+04+1 4
%-%-Y4
13.398-19.110
1+C2+2+C2+1
2 1+C2+3+C2+1
2 1+C9+3+C3+1
3 1+C4+3+G4+1
4 t+CA+3+C4+1
4 1+C4+2+C4+1 4
%-Y-34
19.111-24.641
1+C3+0+C3+1
2 1+C4+0+04+1
2 1+C4+D+C4+1
3 1+C5+0+C5+1
4 1+CS+O+CS+1
4 1+CS+O+CS+1 4
Custom
17.641-19.397
I+C2+3+02+12
1+C2+4+C2+1
2 1+C3+4+C3+1
3 1+04+4+C4+1
4 1+CW+C4+1
4 1+04+3+C4N 4
ii-Ya=/4
19.398-24.360
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C3+4+03+1
3 1+C4+4+04+1
4 1+CA+.1+CA+1
4 1+C4+3+CA+1 4
%-%-Ya
24.381-31.641
2+C2+2+C2+2
2 2+C2+3+C2+2
2 2+p+3+p+
3 2+C4+3+C4+2
4 1+CA+2+C4+1
4 1+C4+2+C:4+1 4
Y%-y
29.641-32.515
2+C2+3+C1+
2 2+C2+4+C2+2
2 2+p+4+C3+
3 2+0444+C4+2
4 2+C4+4+C4+2
4 2+CA+3+c4+ 4
X-73-Ys
32-516-39.641
Z+C2+3+C2+2
2 2+C2+3+C 2+2
2 2+C3+4+C3+2
3 2+CA+3+CA+2
4 2+Gi+3+CA+
4 2+04+2404+2 4
Custom
--39.647
2+02+3+C2+
2 2+C2+4+C2+2
2 2+p+4+C3+
3 2+C4+4+04+2
4 2+C4+3, 04,7 4
2+C4+3+CA+2 4
Anchor Group B _
Anchor Group G
35714•
%-%-Ye
11.391 •11.391
1+C2+0+C2+1
2 1+C2+O+CZ+1
2 i+C2+D+C2+1
3 1+C2+O+C2+1
4 1+C2+0+C2+1
o+C2+1
4 1+(2+D+C2+1
2 1+C2+0+C2+1
2 t+p+D+p+1
3 1+C2+D+C2+1
4 1+C2+D+C2+1 4
1+CZ+0+(2+1
4
38'
)3-Y.-Ya
12308-12.308
1+C2+O+C2+1
2 1+C2+O+C2+1
2 1+C2+D+C2+1
3 1+C3+0+C3+1
4 1+p+0+p+1
O+p+1
4 1+C2+0+C2+1
21+C2+O+C2+1
2 1+C2+D+C2+1
3}+C3+0+C3+1 41+p+D+p+1
4
1+C3+0+pN
4
Y,%-Y
11.391-13.397
1+C2+0+C2+1
2 1+CZ+O+C2+1
2 1+C3+0+CB+1
3 1+C4.D+CA+1
4 1+CA+o+C4+1
O*C4+1
4 14C1+D+C2+1
2 1+C2+0+C2+1
2 1+C3+0+C3+1
3 1+C4+O+CA+1 4
i+C4+0+04+1 4
1+C4+0+04+1
4
45-1/8'
Ya-36.%
13.398-.14.653
1+C--+D+C2+1
2 1+C2+0+C2+1
2 1+C3+0+pN
3 1+C3+O+C3+1
4 1+C3+0+C3+1
O+C3+1
V1+r4+0-C4+`I
4 i+C2+0+C2+1 2
1+C2+0+C2+1
2 1+p+D+C3+}
3 1+p+0K2+1 4
1+C3+0+C3+1 4
1+C3+O+C3+1
4
%-%-y
11.391-12.297
1+C2+0+C2+1
2 1+C2+O+C3+1
2 1+p+D+p+1
3 1+G1+0+04+1
4 1+C4+D+C4+1
4 1+C'2+0+02+1 2
1+C3+WC3+1
2 1+p+0+C3+1 3
1+CA+O+04+1 4
1+04+0+CA+1 4
1+C4s0+C4+1
4
47J14•
Yi-%-Ya
17 298-15.558
1+C2+O+C2+1
2 1+C3+0+p+1
2 1+C3+O+C3+1
3 1+p+0+03+1 4
1+p+0+C3+1
0+p+1
4 1+C2+O+C2+1 2
1+p+0+C3+1 2
1+C3+0+C3+1 3
t+p+D+p+1 4
t+p+0+03+1 4
1+C3+0+p+1
4
Custom
11.391 -12016
1+C2+0+C2+1
2 1+p+0+C3+1
2 1+p40+C3+1
3 1+C4+0+CA+1 4
1+CS+O+C5+1
O+CS+1 4
1+C2+D+C2+1 2
1+p+0+C3+1 2
1+C3+O+C3+1 3
1+C4+6+C4+1 4
1+CS+g+C5+1 4
1+CS+O+C5+1
4
62-118'
%-h-Y
12017-13.397
}+C Z+O+C2+1
2 1+C3+0+p+1
2 1+C3+O+C3+1
3 1+C4+D+CA+1
4 1+C5+0+C5+1 4
1+CS+0+CS+1 4
1+C2+0+C2+1 2
1+C3+0+C3+1 2
1+p+0+p+1 3
1+C4+OMA+1 4
1+CS+O+C5+1 4
t+CS+D+CS+1
4
%-%-Ys
13398-17.016
1+C1+0+C2+1
21+C3+D+03+1 21+C3+D+C3+1
31+C4+O+C4+1 4
1+CA+O+CA+1 41+C4+B+C4+1
4
1+C2+0+C2+1 21+C3+O+p+1
2
1+p+OH3+1 31+C4+0+C4+1j4l+C5+G+CS+1
1+C4+D+CA41 4
1+CA+O+C4+1
4
Custom
11.391-13.397
1+C2+2+C2+1
2 1+C2+2+C2+1 2
1+C3+2+C3+1
3 1+04+2+CY4+1 4
1+C4+2+C4+1 4
1+C4+2+CA+1 4
1+C2+2+C2+1 2
1+C1+2+C2+1 2
t+p+2+p+1 3
1+C4+2+C4+11+04+2+CA+1
4
1+C4+2+C4+1
4
m' or
Y4-%-y
13.398-15,360
1+C2+2+C2+1
2 1+C2+2+C2+1 2
1++2+C3+1
p
3 1+CA+2+CA+1 4
t+G1+2+C4+1 4
1+Cy+2+CA+1 4
1402+2+C2+1 2
H C2+2+C2+1 2
1+p+2+C3+1 3
1+C4+2+C,1+11+CA+2+CA+1
4
1+CAN+CA+1
4
%w%-%
15,361-19.641
1+C2+0+C2+1 2
1+C3+0+C3+1 2
1+C4+0+C4+1
3 1♦cr+O+CS+1 4
1+C5+0+CS+1 4
1+CS+O+CS+1 4
1+C2+wC 2+1 2
1+p+0+C3+1 2
1+CA+o+C4+1 :3
1+p+D+C5+11+CS+O+C5+1
4
1+C5+0+C5+1
4
Custom
N.391-13.397
1+C2+3+C2N 2
1+(2+3+C2+1 2
1+p+4+C3+1 3
1+C4+4+CA+1 4
1+04+4+04+1 4
1+CA+3+(,`A+1 4
1+t2+2+C2+1 2
1+C2+3+02+1 2
1+pt3+p+1 3
1+04+3+C4+1
1*C4+3+C4+1 4
1+C4+3+04+1
4
75'
Y, +%-Y"
13.398-19.110
1+CZ+3+C2+1 2
1+C2+3+C2+1 2
1+C3+3+C3+1 3
1+C4+3+C4+1 4
1+CA+3+CA+1 4
14C4+2+CA+1 4
1+C2+2+C2+1 2
1+C2+3+CZ+1 2
1+C3+3+C3+1 3
1+C4+3+CA+1
1+C4+3+C4N 4
1+04+2+C4+1
4
'/-%-Ya
19.111-24.641
1+C3+e+p+1 _2
1+04+0+CA+1 2
1+CA+D+CA+1 3
1+C5+O+CS+1 4
1+p+O+CS+1 4
1+C5+0+C5+1 4
1+C3+0+p+1 2
1+C4+0+C4+1 2
1+G4+0+C4+1 3
1+CS+0+C5+1
4
I+C5+0+C5+1
4Custom
17.641-19.397
1+C2+3+C2+1 2
i+C2+4+02+1 2
1+p+4+C3+1 3
1+04+5+C4+1 4
1+CA+4+C4+1 4
14C4+4+C4+1 9
1+C2+3+C2+1 2
14C2+3+C2+1 2
1+C3+4+C3+1 3
1+G4+4+C +1
}+CA+4+C4+1 4
t+C4+3+CA+1
4
96,
Y.-A-Y 119.398-24.360
1+C2+3+G2+1 2}+C2+4+C2+1
2
1+p+4+C3+1 3}+C;4+4+Cq+i
4
1+Cq+4+C4+1 4
1+CA+3+C4+1 4
1+C2+3+C2+1 2
1+C2+3+C2+1 2
14C3+3+C3+1 3
1+04+440,10 4
14C4+3+CA+1 4
t+Cq+3+C4+1
4
)3--�-K
24.361-31.t141
+C2+3+(2+2 2
2+C2+3+C2+2 2
2+C3+3+p+2 3
2+G1+3+CA+ 4
2+CA+3+C4+2 4
1+CA+2+Cq+1 4
2+C2+2+C2+ 2
2+C2+2+C2+2 2
2+p+3+p+2 3
2+C4+3+C4+2 4
1MA+Z+CAN 4
1+CA+24Gtr1
4
Y++-/-y
29.641-32.515
+C1+3+C1+2 2
2+C2+4+C2+2 2
2+p+4+CS+2 3
2+C4+5+CA+ 4
2+04+4+04+2 4
2+04+3+C4+2 4
2+C2+3+C2+2 2
2+C2+3+C2+2 2
2+p+4+C3+2 3
2+CA#+C4+2 4
2+C4+3+C4+ 4
2+C4+3+CA+2
4
120'
-)3-Ys
32.616-39.641
+C2+3+C2+2 2
2+C2+4+C2+ 2
3+C3+4+p+2 3
2+C4+4+C4+2 4
2+CA+3+Cq+2 4
24CA+3+CA+2 4
2+C2+3+C2+2 2
2+C2+3+C2+2 2
2+p+3+C3+2 3
2+C4+3+C4+ 4
2+C4+3H:4+ 4
2+CA+2+CA+2
4
14I;
Custom
�-39.641
2+C2+34C2+2 2
2+C2+44C2+2 2
3+C3+4+C3+2 3
2+CA+4+CA+2 4
2+C4+4+CA+2 4
NCA+3+c4+2 4
2+C2+3+C 2-2 2
2+C2+3+C2+2 2
2+C3+4+p+ -3
2+C4+4+C4+2 4
2+C4+3+C4+ 4
2+CA+3+CA+2
4
Max. Anchor O.C. Sp acing for
"Integral -Fin" Installation
NOTES: , — — .+. °.. ,.,,, 1—...1.
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.
"MIN. SASH SIZE =WINOOWWIDTH-60.72 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE
2 4)'1/4-1/2-114" AND'in-i/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 FALLWIT-IIN THE RANGE.
7
PRODUCT REVISED
as comp%12 with the Florida
Busldino CCoodd0
NOA-No. 17-0411.09
Expiration Bate 09/24/2020
m ADDED NOTE TO ANCHOR
o= CITY. TABLES.
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_Z * :' No. 58705
STA
�",,/70NALtE
A LYNN MILLER, P.E.
P.E858705
Bill of Materlal
#
Part
Description
Material
1
620121
Frema Head, Sill and Jambs - J-Channel
PVC
2
620122 I
Frame Head, Sill and Jambs - Flange
PVC
3
620123
Frame Head, Sill and Jambs - Fin
PVC
4
620124 lFrams
Head, S81 and Jambs - Equal Lag
PVC
13
620172
Anti-LIR Insert / Trim Cover
PVC
14
620131
Fixed Meeting Rao
PVC
16
6201EB
Track Insert
6063T6A]
16
620129
Sash Rail (Sides, Top & Bottom)
PVC
19
620156
Pull Ra8lnterlock
6063T6AI
20
620144
Pull Rall Intedock Cover
PVC
21
620150
Light Sash Reinforcement
6053 TBAI
22
62051
Standard Sash Reinforcement
6053TeA]
23
620162
HD Sash Reinforcement
6063T6At
24
620163
Standard Meeting Rail Reinforcement
6006TbAl
25
62(3154
HD Meeting Rail Reinforcement
600S T5AI
26
620155
H.D. Horiz. Roller Meeting Rail Reinforcement
6005 T5Al
28
I 61644
Weatherstrip, AST' x .270" Fin Pile
29
61719
Weatherstrip, .187' x .220" Poly Pile
30
#8 x 1" Ph. PH SDS (Warlock Mounting Screw)
410 SS
31
78)012PPA
#8 x 3-112" Ph. PH SMS (Fixed Meeting Rall Screw)
410 SS
32
716695P
Meeting Rail Screw Support Plate
6063 T6A1
33
720210
Weep Hole Cover
PVC
34
720187
Installation Screw Hole Plug
PVC
37
720197
Auto Lock
CSteel
38
720199
Sweep Lock
Castzinc
39
720195
Auto Lock Cover Assembly
Cast Zinc
40
#6 x 1-116" Ph. PH SDS (Auto and Sweep Lock Screw)
SS
41
720200
Auto and Sweep Lock Keeper
Cast Zinc
42
76)34PPA
#6 x 314 PH. PH SDS (Keeper Screw)
SS
43
7612FPTX
#6 x 112' FPH TEK
SS
44
Leadstile Tap Comer Key
Nylon
45
Leadstile Bottom Comer Key
Nylon
46
Lockstila Top Comer Key
Nylon
47
Lockstite Bottom Comer Key
Nylon
48
720204
Wheel
Nylon
73
820136
I.G. Bead _
PVC
74
Beckbedding, GE 7700 or Dow 791
Silicone
75
7168416
Setting ®lock (718" x Tx 1/8"), 85 +1- 5 duro.
EPDM
80
61011
Roil -formed Screen
Alum
81
61012
Extruded Screen Frame
Alum
82
Extruded Screen Spreader Bar
Alum
83
47042W
Screen Comer Key with Pull Ring
PVC
84
47041WICKGLB
Screen Comer Key No Pull Ring
PVC
85
70ASPM
Tension Spring
SS
86
61815048
Screen Cloth
Fiberglass
87
61635161614
.140" Screen Spline (Machine/Hand Rolled)
Vinyl
NOTES:
1) ITEMS # 5-12, 17, 18, 27.35, 36 & 49.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL
21 PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FCR AAMA EXTRUDER CODE.
i-
.62r5"
I
3.500"
3.500"
.062'
�❑ 2.445' �❑ 2.445'
J❑❑❑� �❑❑0� ILJ�I
o
J-CHANNEL .625" FLANGE FRAME FIN FRAME
OFRAME & JAMBS HEAD, SILL T O JAMESSILL & 1. O HEAD, SILL &
1.872" 1.fi41" 1
1s07• 1.43T
.772" '085° o a 1.020° � u �1.31y75'
.065, 4 .060' --►I -�- 1
+1 1.231" [ 1.000" 1-+-
13 TRACK
&TRIM COVERRT 14 MEETIFD(EDNGRAIL 15 INSERT 16 SASH RAIL
2.445"
I
I
I�
2445°
0❑❑
❑a❑
EQUALLEGFRAME
OHEAD, SILL &
JAMBS
ssD° .471"
.050°
OLIFT RAIL O LIFT RAIL
19 INTERLOCK 20 INTERLOCK COVER
01, .316° -1 F 1 .070° .060" � 1.700'
'BQ .7T50".754' I .715" 771115'
.025' ---F- 1 .035' L-�-� -- '1 1.185` � .060" I
ROLLED EXTRUDED LIGHTSASH STANDARD
73 IG BEAD BO SCREEN FRAME 81 SCREEN FRAME 21 REINFORCEMENT O REINFORCEMENT
SFORCEMENT
1' 070° �� � 1.182" �-e- 1�-+-
1.184" � II(�l�J'j�IL,I� .070' .094°
.070" .791" lJ 1111 " 1 - .130' 1.11' Aw
.810° TTT} �'''
jT -t �- .150• I 1.331" �-+- .--1 1.340" 1""-- -►{ 1.340" 1-�--
' P3 HD SASH 124 STANDARD O HD MEETING OHD HRMEETING PRODUCT REVISED
MEETING RAIL 25 RAIL 26 RAIL as com 1 in with tho Florida
REINFORCEMENT P Y d9
REINFORCEMENT REINFORCEMENT REINFORCEMENT Building Co e
\joENSF•••4�� =�
`
No. 58705
3
S�T TE,�I� •' ((/�:
1070 TECHNOLOGY DRIVE
��•.•
i S'-.jPCORID?-. •'
(941"80.160034276
���\
/// STONAL ���`�
coPrRIMU027POTINDUST IMINC
/// \\
A Lkt11�ItII1f FF P.E.
ALLMGmsREsarvm
P.E4*68705
CERT. OF AIiRi. #29296
NOA-No. 17-0411.09
vbed W. Oat.: Revision: Expiration D e 09/24/2020
JR 03/27/17 NO CHANGES THIS SHEEL
sy
&.d W. Dote I Revleron: Miamt-D de Product Control
Descdpum um ��'-'
WINDOW EXTRUSIONS & BOM J ROSOWSKI
Title: Dote:
HORIZONTAL ROLLER - NI 05/15/15
5ede Aadeh Sale: Sheet Dmvinp No. Rer.
HR-5410 NTS 14 OF 15 MD-HR5410-01 B
MITFRFD FRAME WrrH
SCREEN
ASSEMBLY
DETAILS
NOTES:
1) GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY..
2) ..CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY.
3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 58.
SASH
ASSEMBLY
DETAILS
ATTACHED TO
SASH RAIL
Egress Lock Bill of Material
#
Part#
Description
Material
100
7MC7024
Mufti -Point Lack Operator
Cast Znc
101
73340
Operator mounting Plate
Steil
102
72015
Multi nt Lock Keeper
Aluminum
103
720214
Mu6'Ipant Lock Guide
Nylon
1D4
220217-221
Tie Bar (Length Varies)
Stainless Steel
105
71024X12HFX
#10 x 112'HH MS
Staintess-Steel
108
76XIFPAX
#8 x l" Ph. FH SMS
Stainless Steel
11071
76X/SFPTX
#8 x 314" Ph. FH SDS
Stainless Steel
ATTACHEDTO-.-103
3�0 FRAME JAMB
EGRESSLOCK
97 DETAILS
40 (NOTTOSCALE
39
- 104
OPT. AUTO LOCK
ZO ATTACHED TO
FRAMEJAM6
106
OPT. SWEEP LOCK
iED TO
JAMB
PRODUCT REVISED
as eomptying with the Florida
Building Code
NOA-No. 97-0411.09
Expiration Date43912412020
By
Miami-"e Product Control
1070 TECHNOLOGY DRNE
34275
MITERED FRAME WITH v
N. —.'CE, FL
INTERIORANDEXTERIOR
100
(941)-480-1600
FRAME WELDS
CERr. OF AUTH. #29296
1lllllll//
a:'• 1.10ENSF''•�C
Q': •'��
* . No. 58705
7 =
=-WA '; 31 ;'�
'%O�C��''•FCORIDp;..�' �C���
'111.11111\11
A. LYNN MILLER P.E.
P.E.# 59705
Revised Ry.
JR
Date:
03/27/17
Revisloo:
NocHANGESTH155HFET.
Revtsad Ey:
Dote:
Retsion•
Dessr/PBon:
EXPLODED WINDOW VIEW -
Drops W.
J ROSOWSKI
r%:
HORIZONTAL ROLLER - NI
Dote:
05/15/15
Series/Mudd- Scala
HR-5410 NTS
Sh-1: -
15 OF 15
Drowlny No.
1 MD-HR5410-01
Rar.
B