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OCT 2 3 7017
x FL# FL242-R21 PERMITTING
Application Type Revision St. Lucie County, FL
Code Version 2014
Application Status Approved
•Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Dr '
North Venice,FL 34
(941)486-0100 E 231 INqt r s3
druark@pgtindustrie .cam
Authorized Signature Jens Rosowski FjC� G[tYP,�E D
jrosowski@pgtindustries.com ,�
Technical Representative Jens Rosowski a �Q��
Address/Phone/Email 1070 Technology Drive OCT 4
Nokomis,FL 34275
(941)486-0100 Ext 21140 PERtAI1-TING
jrosowski @pgtindustries.com
St. Lucie County, FL
Quality Assurance Representative
Address/Phone/Email
Category C:Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/07/2016
Date Validated 10/17/2016
Date Pending FBC Approval
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL... 8/29/2017
Florida Building Code Online Page 2 of 4
Date Approved 10/17/2016
Summary of Products
FL# Model,Number or Name Description
242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/05/2022
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0629.02.Ddf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0612.14.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0612.14.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.14,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/27/2021
Design Pressure:N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.14.0
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party.
242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.13.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.13.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type, size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.10.pf
Approved for use Outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.10.Ddf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party
information. Evaluation Reports
Created by Independent Third Party:
242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714,15.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.15.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.7 1 HR-2710M(Impact) 2LT HR-2710M PVC Horizontal Rolling Window
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 DGCgL... 8/29/2017
Florida Building Code Online Page 3 of 4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAG 15-0528.23 M.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/23/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0528.23 M.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. (2-lite XX only) Evaluation Reports
Created by Independent Third Party:
242.8 HR-2710M1 (Impact) 2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 13-1125.03 MI.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/23/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 13-1125.03 Ml.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. (2-lite XX&3-lite XOX) Evaluation Reports
Created by Independent Third Party:
242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.18.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.18.1df
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type, size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.10 HR-5510(Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.17 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.17.0f
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type, size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.11 SGD-770 Window(Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629.09.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/12/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0629.09.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type, size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.12 SGD-2500 Window(Non-Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0609.09 WDW.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0609.09 WDW.Wf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type, size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.13 SGD-5570 Window(Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0505.01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/04/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0505.01.0f
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL... 8/29/2017
MIAMI•DADE MIAMI-DARE COUNTY
+® 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.miamidaae.eovIeconomv
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"HR-5410"PVC Horizontal Rolling Window—N.I.
APPROVAL DOCUMENT: Drawing No.MD-HR5410-01 titled"Horizontal Roller-Nr', sheets 1
through 15 of 15,dated 05/15/15,with revision A dated 05/05/16,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.
MISSII.E 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#15-0903.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 16-0714.18 t
�MMW�DECOLWTYMExpiration Date: September 24,2020
Approval Date: September 01,2016 r
��� �D Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No.15-0903.11)
2. Drawing No. MD-B 85410-01 titled "Horizontal Roller -NP', sheets 1 through 15 of
15, dated 05/15/15, with revision A dated 05/05/16, 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,Duraseale spacer system, Super Spacer®NXT rm 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.
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 previous NOA No.15-0903.1.1)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition P014), dated 08/28/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous 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).
Manuel P P.E.
Product Controlif.,xa liner
NOA No.1 714.18
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t'Edition(2014), dated
August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No.15-0903.11)
2. Statement letter of no financial interest, dated August 28,2015,issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NDA No.15-0903.11)
3. 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 previous NOA No.15-0903.11)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0903.11, issued to PGT Industries,Inc. for their Series
"HR-5410"PVC Horizontal Rolling Window-N.I., approved on 09/24/15 and
expiring on 09/24/20. ('
f
I
i
1
�f
5
S
Manuel er
Product Control Ex m' er
NOA No. 16-0 14.18
Expiration Date: September 24,2020 i
Approval Date: September 01,2016
E-2
E
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER REINFORCEMENT NOT RATED FOR
2-5 ANCHORS,SEE LEVEL,SEE SHEETS 6A IMPACT RESISTANCE
CLUSTER DETAILSSHEETS 12.3/4"MAX.O.C. MAX. SEE SHEETS
8 SEE
8"MAX. �— _..._ _ �. SHEET 3 MAX 9.13 �._. D.SEE 2-5 ANCHORS.SEE 15.85" 18.94'MAX.O.C.
SHEET4 CLUSTER DETAILS SHEETS MAX.O.C.
I 8'MAX � ff� F—+—8,SEE SHEET 3
A,BEE r"_—. ._ _— _._.__._._ �.. __ ___.__ __._._._._._._.J.. .,
SHEET 3 10"MAX. C,SEE� 10'MAX. - -- -
SHEET 4+
77
C E,SEE�--
SHEET 3+ - ........_---------. ._.--
I I
E
SPEQUALLYCED / / MAx90.C. MAX. 1 / a / I BUCK EQUALLY
UALLY
ACED / I MAX.
ANCHORS PER / / MEIIOFIT SEE 1 i CK HEIGHT TABLES 1'. / / / III �+
TABLES 13-19 / / j ANCHORS PER BUCK
/ / / HEIGHT
SHEETS
9-13 mer
O X I O X X 0 X MAX.O.C.
- -
--, 8'MAX. 8"MAX,
SEE SILL SEE SILL
WEEPHOLE� WEEP= SEE SIL
DETAILS 4'O.C. 3'MAX. DETAILS 4'O.C. I 3'MAX. WEEPHOLE 1 4'O.C.BETWEEN
BETWEEN I _ sHEEr4 BETWEEN L DETAILS, WEEPHOLES 3'MAX.
SHEETS EPHOLES L. 9 PHOLES D SHEETS
75'MAX.BUCK WIDTH 75'MAX.BUCK WIDTH 740"MAX.BUCK WIDTH -
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME
SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION
ANCHORED THROUGH THE NAIL-FIN
STANDARDS USED:
GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTSN OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ASTM E1300.
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. -ALUMINUM DESIGN MANUAL,ADM-2010
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 •AISI-S100-07/S2-2010
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2"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). GENERAL NOTES.........................1
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REWIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1
SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR
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. OPTIONS.............................2
7)DESIGN PRESSURES: INSTALLATION,FLANGE&
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E13D0. EQUAL LEG/BOX.................3
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN
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 &J-CHANNEL...................... 4
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 GLAZING DETAILS........................5
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES...................8-8
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9-13
10)REFERENCES:TEST REPORTS FTL-8072;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP EXTRUSION PROFILES&BOM....14
COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................15
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. PRODUCT REVISED
ex oamdYios with the Florida
USER INSTRUCTIONS: GA-caeplepw code
oce Na14.120820
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE T. Re Meed By: Dole: ReWelon: gel I)ato
2)KNOWING YOUR FRAME TYPE.WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND S ' A)ADDED SPACERS
JR 05/05/16 BY,
REINFORCEMENT LEVEL.DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TO SHEET 5.
TABLES 8-12(SHEETS 8.8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING >:4senl �o�RJ lJ
OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. RwisW By: Data: Revl�lon:
3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION
CONDITIONS. D'om ey.
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9.13),VERIFY THE ANCHOR/SUBSTRATE WILL MEET /; ® OesatptlE
REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2OR3,AND THAT ALL MIN.REQUIREMENTS FROM THIS (il• _L( 16 GENERAL NOTES&ELEVATION J ROSOWSKI
SHEET-SET ARE MET.
5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION 1070 TECHNOLOGY DRIVE T16e: �•'
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. �• N. VENICE, FL 34275 HORIZONTAL ROLLER-NI 05/15/15
P.O.P.O. BOX 1529
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, y1�'.` NOKOMIS. FL 34274 sp/yoda; �; SMd: pywNp No. R•r.
INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. A.LYNN 1.58705,P.E. CERT. OF AUTH. /29296 HR-5410 NTS 1 OF 15 MD-HR5410-01 A
P.E.#58705
TABLE 1:ALLOWABLE GLASS TYPES TABLE 4INDEX OF INSTALLATION METHODS PER FRAME TYPE
Glen Description alsaaDescription(Listed from Exterior to toInterior) Installation
Type Types Options Oomtltlona Substrate Option Debit Sheet
1 3/4"I.G.:1/8"A Exterior Ca +1/2"Air Space+1/8"A Exterior Ce GLASS TYPES 1 8 3 MAY (we Fig B) (me Table 11
P p p NOT BE USED IN THE
2 3/4'LG.:1/8"T Exterior Cap+1/2'Air Space+1/8'T Exterior Cep HVHZ ABOVE W. Thmgh the ....into ZX Wood Frame/Buckship•sheet 4,option 5
3 3/4"I.O.:3/16"A Exterior Cep+3/8"Air Space+3116'A Exterior Cap J-Channel Integral An...... ....into Metal-sheet 4,option 8
4 3/4"I.G.:3/16"T Exterior Cep+3/8"Air Space+3/16"T Exterior Cap (#1) 1 4 Though the frame ....Into 2X Wood Frome/Buckstrip-Sheet 4,option 6
SEE SHEET 6,TABLE 5 FOR OWINGIDESIGN PRESSURE/ANCHORAGE INDEX. I Of"window...... ....Into Metal-sheat 4,option 7
....into 2X Wood Frame/Buckstrip-sheet 3,option 1
Flange Through the frame ....Into ConcretelCMU-sheet 3,option 2
(#2) 1-4 of the window...... ,,,,though 1X Buckstdp into Concmts/CMU•sheet 3,option 3
....Into Metal-sheet 3,option 4
TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME
Through the ....into 7X Wood FremelBuckatrip-sheer 4,option 5
Group Anchor Substrata g
Min.Edge Min. Into nal Fin 1_4 Integral 1n...... ....into Metal-sheet 4,option 8
Distance Em bedmenC (#3) Though the term....Into 2X Wood FramelBuckstrip•sheet 4,option 6
#10 SMS Southern Pine( G= ) /1 1-3/8" of the window...... •,•,into Metal-shoot 4,option 7
(steel,18-8 S.S.
Steel,A36' 3/8" 0.050" MIN. ....Into 2X Wood Fnm*/Buckstdp-shoal 3,option 1
• Box/
Seel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) BEYOND
3 THREADS THE METALEThrough the frame ....Into Concrete/CMU-sheet 3,option 2
A or 410 S.S.) Aluminum,6063T5' 3/8" 0.050' SUBSTRATE.FOR q(#4)eg 14 of the window...... ....ttavugh lX Buckstrip Into ConeretelCMU-sheet 3,option 3
P.T.Southern Pine(SG=0.55) 7/16" 13/8" STEEL STUDS, into Metal-sheet 3,option 4
MIN.Fu=45 KSI 8
3/16"steel Ultracon Concrete(min.2.85 kei) 1" 1-3/8" MIN.Fy=33 KSI.
Ungrouted CMU,(ASTM C-90) 24/2" 1-1/4'
P.T.Southern Pine(SG=0.55) 9/16" 13/8" VALUES MAY CMU'
#12 SMS Sled,A36' 3/8" 0.050" VALUES MAYBE
B (steel,18-8 S.S. USED FOR CROONED FIGURE B:FRAME TYPES
Or 410 S.S.) Sled Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS.
Aluminum,608375' 3/8" 0.063"
Concrete(min.2.85 kei) 1" 13/4'
C 1l4"steel Ultracon 2 U 4Ungm /4"uted CMU,(ASTM C-90) 2-1/2" 1-11—/Q
114"steel Creteflex Concrete(min.3.35 kei) 1" 13/4' INSTALLATION NOTES,SEE SHEETS 3 8 4 FOR ILLUSTRATIONS: 7;
J
1/4"steel UAracon Concrete(min.2.85 k9l) 2-1/7 1-3/4' 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON - BOX OR
1/4"steel Ultracon P.T.Southern Pine SG=0.55) 1" 1-3/8' TABLES 2 8 3,THIS SHEET.FOLLOW EMBEDMENTAND EDGE FLANGE EOLEGL
7/4"Steel CreteAez Concrete min.3.35 kei 2-1/T 13/4" UA
DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE
( ) USED ON ANY SIDE OF THE WINDOW.
D 1/4"steel Cretellez Ungmuted CMU,(ASTM C-90) 2-1/2" 1-1/4"
P.T.Southern Pine(SG=0.55) 1" 13/8" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
1/4"steel Aggre-Gator Concrete(min.3.275 kai) 1-1/2" 13/8' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO
BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE o
1/4"Steel Aggro-Color P.T.Southern Pine SG=0.55 1" 1- OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD JEL
Grouted CMU,(ASTM C-90) 2" 2" BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X �OBUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHAINTEGRAL
ARCHITECT OF RECORD. FIN
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS
DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING.
PRODUCT REVISED
TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN the
4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. as complylog with the Florida
Group Anchor Substrata Min.Edge Min. Building Cc&
Nolo-O
Distance EmbadmenC .......
E 2-1/2"x.131"Common Nell P.T.Southern Pine(SG=0.55) 318" 2-7/18' .'h/:i... - Revised tlY: gbb: R..hbrr: Dole r
2-1/2"Ring-shank Roofng NBA P.T.Southem Plne(SG=0.55) 3/8" 2-7/10" of�l Pmdaxx
P.T.Southern Pine(SG-0.55) 1!2" 1-3/8'
_ R""W. Dow Redsbn:
#10 Trusshead SMS Aluminum,8063-T5' 318" 0.050"
(steal,1B$S.S. Sled Stud,Or.33' 318" 0.0451•(18 Go.) ® pssarr u-.* Down ay:
or 410 S.S.) IN.OF 3
F Steel,A36' 318" 0.05(r - G{ �y l� GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
THREADS BEYOND
P.T.Southern Pine(SG=0.55) 9116" 13/8" THE METAL 1070 TECHNOLOGY DRIVE 11th: Dor°
#12 SMS Aluminum,80833" S
75• 3/8' 0.00UBSTRATE.FOR N.VENICE, FL 34275
(steel,18-8 S.S. Steel Stud,Gr.33• 318" 0.050" STEEL STUDS, P.O. BOX 1529 HORIZONTAL ROLLER-NI 05/15/15
or 410 S.S.) MIN.Fu=45 KSI& `; NOKOWS, FL 34274 g y SsaN: Sheet OruWN No. R°
Steel,A36' 3/8" 0.080" MIN.Fy=33 KSI, A.'L•YNN MILL6k,P.E. CERT. OF AUTH. /29296 HR-5410 NTS 2 OF 15 MD-HR5410-01 A
P.E.#5870.5
INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES
INSTALLATION OPTION 3
TVP.ANCHOR TYPE, INSTALLATION R 22 OR 23 ANCHORED THROUGH FRAME AND 1X
21
INSTALLATION EMBEDMENT AND EDGE OPTION 4 SEE INSTALLATION NOTES SHEET 2 BUCKSTRIP OTE ,SHEEETE/CMU.
OPTION I DISTANCE PER SUBSTRATE, (SEE SHEETS 6-B) SEE NOTE 2,SHEET 2.
SEE TABLE 2,SHEET 2. ANCHORED THROUGH TYPICAL FOR ALL
ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL 'XO"OR"OX"SASH 1/4'MAX SHIM .
EMBEDMENT
FRAME INTO 2X WOOD
18 29
FRAME OR BUCKSTRIP. —.-{ � 1/4'MAX.SHIM 18 18 30
I 13 28
SEE NOTE 2,SHEET 2. •'
r—� EMBEDMENT 20 40 OPERABLE 43 EDGE
FLANGE #10 OR#12 STEEL SASH DISTANCE
FRAME SMS(GS),SEE 37-39 - Q
SHOWN TABLE 2,SHEET 2. o
TYP.ANCHOR TYPE,
L1/4"MAX SHIM 2 FIIXREED 41 26 J1 I 1� O O
2 I VISIBLE EDGE DISTANCE PER
13 E ---"'lll LIGHT WIDTH SUBSTRATE,SEE
❑a �i - TABLE 2,SHEET 2.
a85 87
DADE APPROVED MULLION, ��D
FBC COMPLIANT O0 VISIBLE 42 �p
29 T WI
ALUMINUM/STEEL FRAMING FLANGE nn EQUAL
OR STEEL STUD.MAY BE FRAME 73 LIGHDTH 14 24 OR 25 R 26 V EXTERIOR 4 LEG
VISIBLE VERTICAL OR HORIZONTAL. SHOWN (1)AT MID-SPAN OF INTERLOCK
LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL SHOWN FIXED (1)3-1/2"FROM EACH SASH
HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL BUCK WIDTH CORNER AND(1)AT CENTER OF
SASH STILESIRAILS
HORIZONTAL SECTION A-A(OX)
22 ORO
BUCK29 30 16 19 16 (SEE SHEETS 8-8)TYPICAL
HEIGHT 28 OPERABLE 43 FOR ALL'XOX"SASH
EXTERIOR OPERABLE 40 20
- o SASH _ - 0 SASH
o
VISIBLE _ 37-39
'��1
21 R 22 23 R LIGHT OPERABLE i �� 'j '
( EESHEETS 8.8) HEIGHT SASH 0 �� i 28
TYPICAL FOR 1 �1:1 "� I I Q L� 41 FIXED CJI
ALL SASH L 16 I VISIBLE _ LITE _ _I VISIBLE
�
46 47 "-yyy'111 LIGHT WIDTH II" -•�_ o o __ ����"lll LIGHT WIDTH
FLANGE , 11
-% C.-_- FRAME 87 85 ii o o_ ii
WEEP GPT. '2g F. 15 SHOWN
NOTCHES 80 �/ �p I 42 p
3/4"X 1/4' O _ I VISIBLE � 3 EXTERIOR
1-1/4'X 1q' 34 2 26 OR 28 ����'lll LIGHT WIDTH 73 14 4
4 (SEE SHEETS")TYPICAL FOR ALL
'XOX"FIXED MEETING RAJL BUCK WIDTH -
33 114"MAX � EQUAL-LEO PRODUCT REVISED
SHIM HORIZONTAL SECTION E-E(XOX) FRAME aax plying with tis Fwridn
o INSTALLATION AS PER SECTION A-A ABOVE SHOWN sWdin8 Code
A—pf., No 16"O 14.1&
EQUAL LEO RoW"d W. Dole: Ravwm: � Dole
FRAME SHOWN I i;III By
INSTALLATION EMBEDMENT
Muni P *Ellq Irnl
OPTION 2 R.N»d W. Dots: RoWsi :
ANCHOREDTHROUGH
FRAME DIRECTLY INTO Dmm By:
CONCRETE/CMU. /; - ® DescrVPDon.
TYP.ANCHORTYPE, DISTANCE VISIBLE LIGHT FORMULAS L(, 6 I� �6 FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI
EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO OX) 1070 TECHNOLOGY DRIVE TRI.: moo'
DISTANCE PER SUBSTRATE, {� N. VENICE, FL 34275
SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT BUCKHEI H/2-4-1/a" HORIZONTAL ROLLER-NI 05/15/15
HEIGHT:BUCK HEIGfiT-7-1/4' P.O. BOX 1529
NOKOMIS, FL 34274 5erfes/NodN: SrnN: ShN1: Draw;ng No. Ror.
A. IMA.LER,P.E. CERT. OF AUTH. /29296
P.E.#58705 HR-5410 NTS 3 OF 15 MD-HR5410-01 A
P.E
INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6
INSTALLATION ANCHORED THROUGH FRAME INTO 2X
OPTION 7 21 R 22 R 23 WOOD FRAME OR BUCKSTRIP.SEE
INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 S ETS 6.8) NOTE 2,SHEET 2.
ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT
INTEGRAL FIN INTO 2XEMBEDMENT FINIFLANGE REMOVED) "XO"OR"OX"SASH
y
WOOD FRAME OR BUCK-
18 29 0
STRIP.SEE NOTE 2. EDGE 1/4•MAX.SHIM 19 16 30 28 EDGE
SHEET 2. DISTANCE I 13 20 40 OPERABLE 43 DISTANCE
J-CHANNEL 510 OR 512 STEEL SASH o
SMS(X36),SEE 37-39
FRAME SHOWN 0 1 TABLE 2,SHEET 2.
p T 1 28 EMB ANCHOR TYPE.
LEMBEDMENT ANO
1/4'MAX SHIM FIXED 41 1 I 1� D EDGE DISTANCE PER
1 FC
LITE o_ VISIBLE I _ SUBSTRATE,SEE
EMB ANCHOR TYPE, FIN AND/OR ❑� �' LIGHT WIDTH II--"��
EMBEDMENT AND EDGE FLANGE MAYBE TABLE 2,SHEET)
DISTANCE PER SUBSTRATE, REMOVED IN-FIELD 2.
(SCREW SHOWN)
73 SEE TABLE 3,SHEET 2. o li 85 87 FIN
a 13 �� TQ —� FRAME
DADE APPROVED MULLION, 0 VISIBLE 42 EXTERIOR 0 SHOWN
29 FBCC.OMPLIANT 73 LIGHT WIDTH 14
ALUMINUM/STEEL FRAMING 24 R(25 R 26 3
OR STEEL STUD.MAY BE SEE SHEETS 6-8)TYPICAL FOR ALL
VISIBLE FIXED VERTICAL OR HORIZONTAL.
LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL
HEIGHT TABLES 2 6 3,SHEET 2. BUCK WIDTH INSTALLATION
HORIZONTAL SECTION C-C(OX) 22 R(23 OPTION 8
(SEE SHEETS 6-8) ANCHORED THROUGH
29 TYPICAL FOR FIN INTO METAL
28 30 16 19 16 ALL"XOX" (FLANGE MAY BE REMOVED)
SUCK40
EXTERIOR OPERABLE 20 OPERABLE 43 SASH
HEIGHT /ti''''' o SASH _ -- o SASH o 510 OR 512 STEEL
��rrVISIBLE U a=il 37-39 r-� SMS E 2, SEE
21 R�22 R 23 LIGHT OPERABLE Q i __ �I i a TABLE 2,SHEET 2.
(SEE SHEETS 6 8) HEI SASH L j. �`J 28 L J Q ❑
TYPICAL FOR ❑ _ I Q 41 FIXED
ALL SASH 18 I VISIBLEO ❑a _ LITE Q ti VISIBLE
45 47 ------����111 LIGHT WIDTH __ o " LIGHT WIDTH�_'
OPT. 43 _-_--� „ � ,
80 81 �- FIN o o o
FRAME 87 WEEP 85 _ I
NOTCHES 29 29 SHOWN 0 C__`_�^ 42
VISIBLE �73 EXTERIOR
3/4"X114"
(25 OR 28 LIGHT WIDTH 73 14J-CHANNEL
1-1/4'X 114" 3 (SEE SHEETS")TYPICAL FOR ALL 1 FRAME
15 "XOX"FOXED MEETING RAIL SHOWN
TREVIS
33 ' MAXns BUCK WIDTH
3 1/4" HORIZONTAL SECTION F-F(XOX) O ®
ply
a csmplyiog with the FFxidn
❑ p SHIM (1)AT MIDSPAN OF INTERLOCK INSTALLATION AS PER SECTION D-0 ABOVE Building Codc
FIN FRAME q(3�(1)312'FROM EACH SASH Acceptance
SHOWN �/CORNER AND(1)AT CENTER OF I 1 ,�� R-ieee Ry: Dote.- R*WsA-: Es anion Dot< lG
SASH STILESIRAILS By
TYP.ANCHOR TYPE, '
Miami e4e dgl
EMBEDMENT AND
CJ
EDGE DISTANCE PER
EDGE DISTANCE Revisee By -Dotes Rwio/on;
SUBSTRATE,SEE SEE
TABLE 3,SHEET 2. ---1 EMBEDMENT r7i
GoDwwvlptlon:VISIBLE LIGHT FORMULAs ( la J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI
INSTALLATION OPTION 5 VERTICAL EOE UAL-LITE,XO&OX) "F 1070 TECHNOLOGY DRIVEnW: �•
ANCHORED THROUGH INTEGRAL FIN SECTION D-D
WIDTH:BUCK WIDTH/2.4-114 r.. N. VENICE, FL 34275 HORIZONTAL ROLLER-NI 05/15/15
INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-114' f P.O. BOX 1529
STRIP.SEE NOTE 2,SHEET 2. - j t , NOKOMIS.' FL 34274 Ur•wirq No. Rw
It:'LYNNWIL�R,P.E. CERT. OF AUTH. /29296 HR-5410 NTS 4 OF 15 MD-HR -01 A
P.E.S 58705
SILICONE
STRUCTURAL 114"NOM.
POLYISOBUTYLEN
WITH DESICCANT
KODISPACE
EXT.GLASS 78 _4_SG TPS 314"NOM. —�{ 3/4"NOM.
112"NOM.GLA55
NA- 78-79 BITE TYP.
1/8"A GLASS 1/8"T GLASS
INT.GLASS — 73 a 74
1/2'AIR SPACE 12"AIR SPACE EXTERIOR
1/8"A GLASS 1/8"T GLASS (�
ALUMINUM vv-- ZB
REINFORCEMENT a EXTERIOR a EXTERIOR 75
29 O
v
NOM, 28
BUDESICCFDURASEAL@ �EXT.cLAsSPACER GLASS TYPE 2GLASS TYPE 1 T.GLASS
TYP. GLAZING DETAIL
HOT-MELT BUM
STRUCTURAL
SILICONE "NOM.. —�{ 3/1'NOM.
FOAM 3/16"NOM.
WITH
DESICCANT 3116"A GLASS 3/16"T GLASS
EXT.GLASS 78 SUPER 3/8"AIR SPACE 3/8"AIR SPACE
SPACERvNXTTm
3116"8 GLASS 3/18"T GLASS
EXTERIOR a EXTERIOR
INT.GLASS
7&7B 7&78
POLYISO- DESICCANT FILL AREA
BUTYLENE 5/16"NOM.
SEAL GLASS TYPE 3 GLASS TYPE 4
SILICONE SEAL
ROLL-FORMED
STAINLESS STEEL TM
XL EDGE GLAZING NOTES: PRODUCT REVISED
IS
SPACER -Ar=TEMP RED �41di.j ode Me Flaidn
ExT.cLAss -
Attcptaow No 1(o-b f 4 I�$ 1
R.Wad W. Dotr. Rw4alac ral Due %✓i"a
JR 05/05/16 AI ADDED SPACERS,
INT.GLASS MOVED CLSTR.DETAILS. By ?ede Pr R /
R-Npd W. DO.: RMNen:
7nF
Part# Description Material _
76 Kommeding 4SG TPS Spacer System
Pe Pa ` ® GLAZING DETAILS J ROSOWSKI
77 Quanex Super Spacer nxr WRh Hot Melt But I See this ( ( oot..
Y 1070 TECHNOLOGY DRIVE irw:
Sheet
78 Quanex Duraseal Spacer forn. N. , FL HORIZONTAL ROLLER WINDOW-NI 05/15/15
Box 152929
Materials P.O.P.o. B
79 Cardinal)L Edge Spacer `';:r NOKOMIS, FL 34274 sa l„/Md.r �,w: sn..e: aowr 9 No. R
REFERENCE TES REPORTS:FTI.-8717,8968 8 8970 A.'L}�rl�l)alµER;P.E. �� OF AUIH /29298 HR-541
0 NTS 5 OF 15 MD-HR5410-01 A
P.EJ W705
TABLE 5: TABLE 6: TABLE 7: -
Index to All Design Pressure and Anchor QuantityTables Oleos Types GNU Type•
1-4 Design Pressure(lbs/1t=)for XO or OX Windows 1-4 Design Pressure(lbsM2)for XO or OX Windows
Relnt.Level Window Buck Height Relnt Level Window Buck Height
Max, Max. Gins R.W. Design P'eseun Anchor Guar46y R1 30' 36' 48' 54' R2 30' 36' 48' 54'
Co N. Width H.1914 Type L.
251/7 +65.0 -100.0 +85.0 -100.0 +65.0 -100.0 +115.0 1-100.0 25-1/Z +85.0 -130.0 +85.0 -130.0 +85.0 -130.0 +65.0 1-130.0
Table# I Pegs# Table# Pepe# < c
54" 1 fl 13 9 28• +65.0 -100.0 +65.0 -100.0 +65.0 -1D0,D +65.0 -100.0 25' +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0
75• 64' 1 2 7 a 14 9 36• +65.0 -100.0 +65.0 -100.0 +65.0 -94.2 +65.0 -81.6 36' +65.0 -130.0 +85.0 -130.0 +65.0 -116.5 +65.0 -109.5
XID 63' 3 10 7 15 10 m 4Z +65.0 -100.0 +66.0 -100.0 +65.0 -03.9 +65.0 -72.4 42' +65.0 -130.0 +65.0 -130.0 +65.0 -91.7 +65.0 -82.4
54 1 a 6 13 9 48' +65.0 -100.0 +65.0 -100.0 +65.0 -76.5 +65.0 -06.6 48" +65.0 -130.0 +e5.0 -129.4 +65.0 45.9 +65.0
Ox 54' 2 6 14 8
75' 63' 2-4 3 10 7 1 10 eo• .es.D -100.0 +95.0 -100.0 +85.0 fi6.8 +58.5 X58.5 60' +85.0 -130.0 +65.0 -114.8 +85.0 -83.5 +65.0
72' 4 11 6 1a 10 75' +65.0 -100.0 +65.0 -94.9 +60.3 -80.3 +50.0 m 0 75" +65.0 -109.5 +65.0 -94.9 +85.0 -72.9 +65.0• -05.5'
120' 63' 1 3 e 7 17 11 SEE TABLE 13 FOR ANCHORAGE '+65/-70 FOR GLASS TYPES 2-4 SEE TABLE 14 FOR ANCHORAGE
7Q1X 140' 63• 2-4 3 9 7 16 12
4 12 6 19 1 13
O �
HEADER `--'^I ''�J HEADER
- I 4"MAX.O.C.
SECTION DETAIL SECTION DETAIL
FOR WINDOWS WITH z1 FOR WINDOWS WITH 21
LEVEL R1 REINFORCEMENT O LEVEL R2 REINFORCEMENT
5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH
/ 9V FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT
CLUSTER DETAIL FRAME TYPES 6 FRAME ETES&
CONFIGURATIONS) CONFIGU21 21
4'MAX.O.C. r- n
EXTERIOR EXTERIOR I SILL
SILL J
4-ANCHOR
CLUSTER DETAIL
SASH WIDTH --- SASH WIDTH --
® MEETING RAIL D o o MEETING RAIL
4"MAX.O.C. r- 25
24
21 21 21 21
JAMB exreslOn JAMB extelgR
r73-AINCHOR nv PR 10".EVISED u camPiriaB w;m 61enarlae
STER DETAIL loch e9_
Acccnbnoe Hn //i 714 IS
-O
er D.tc
NOTES: RevbW 8y: D.I.: Re.4e4orl:
1)USE THESE TABLES FOR ALL WINDOWS J R 05/05/16 A)MOVED CLUSTER M
INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. - DETAILS M p PrnQpU((4M7
W MAX.O.C. 2)FRAME DIMENSIONS ARE BACK WIDTH AND BUCK R*W W By: Date: R-Won:
4'MIN.O.C. I HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE
FIGURE,
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT _ Droan By:
AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN //� / ® Oselrlptk+n.
AV ILABLETHE I DESIGN PRESSURE TABLES J ROSOWSKI
4)'1/4-1/2-1/4"AND'1/3-113.1/3"INDICATE THAT 1070 TECHNOLOGY DRIVE 7Rle: Dots:
CLUSTER DETAIL THOSE THE SASH WIDTH DARD SASH CONFIGURATIONS
THE ADJACENT N. VENICE, FL 34275 HORIZONTAL ROLLER-NI 05/15/15
WITHINP.O. BOX 1529
COLUMN.*CUSTOM"INDICATES THAT NO NOKOMIS, FL 34274 Serfee/YsdsL SmN: t: doeMp No. Rer.
STANDARD SASH CONFIGURATIONS FALL WITHIN q,LYNN MILLER,P.E.
THE RANGE P.E.#58705 CERT. OF A17TH. #29296 HR-5410 NTS 6 OF 15 MD-HR5410-01 A
TABLE B:
- - TABLE 10:
Gua,Type Sash Sash Design Pressure(IbsMt 2)forXOXWindows Glass Types Design Pressure Ibsff?)for XOorOXWindows
Couigumtlm Yom 1 4
Whtf.Loral Rhe On) Window Buck Height Bold..Loral Window Buck height
R3 30' 38' 1 48• 54" 1 63" R3 30• 38' 48' SI' 1 63-
361/4• Yj-x-x 11.381-11.391 +85.0 1-100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -03.0 25-1/T +65.0 1-100.0 +65.0 1-iD0.0 +63.0 -100.0 +65.0 -100.0 *85.0 -100.0
38• x-x-x 12.3011-12.308 +65.0 -100.0 +65.0 -100.0 +05-0 -100.0 +65.0 -100.0 +05.0 -100.0 28• +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +85.0 -100.0 +05.0 -100.0
11.391-13.387 +614.0 -100.0 +65.0 -100.0 +63.0 49.0 +65.0 1 -77.9 +65.0 •89.5 36 +05,0 -100.0 +65.0 -100.0 +65.0 -100.0 +55.0 -100.0 +85.0 26.4
461!8' +86,0 -100.0 +65.0 -100.0 +85.0 •100.0 +65.0 -100.0 *65.0 -06.5
13.3%-14.683 4T +85.0 -100.0 +65.0 -100.0 +63.0 -01.7 +85.0 -82.4 *65.0 vie
m
11.301•12.297 +85.0 -100.0 +66.0 -100.0 +65.0 -03.6 +65.0 -72.2 *58.8 -69.6 48' +65,0 -100.0 +85.0 -100.0 +65.0 45.9 +65.0 -72.6 +60.9 47&4' 12.296-15.558 +85.0 •100.0 +%.0 -100.0 +65.0 -07.2 +65.0 -74.0 +65.0 -05B ' +65.0 -100.0 +85,0 -100.0 +85.0 -03.5 +65.0 -70.9 +38.7 Custom 11.391-12.018 +85.0 -100.0 +65.0 -100.0 +65.0 24.4 +65.0 -71.6 +58.3 -50.9 ' 000 +%.0 -84.9 +65.0 -72.0 +B2.B 22.8 +50.0
52-i/8" %-)j-+/ 12.017-13.397 +85.0 -100.0 +85.0 1-100.0 +65.0 -85.0 +65.0 -71.6 1+56.1 "56.1 SEE TABLE 15 FOR ANCHORAGE
13.398-17.016 +65.0 -100.0 +85.0 1-100.0 +05.0 -05.4 +65.0 -72.0 1+56.7 -58.7
Custom 11.391-13.397 +85.0 -100.0 +63.0 26.9 +65.0 •73.9 +65.0 -06.6 1*55.9 -05.9
13.3%-15.360 +85.0 -100.0 +85.0 -100.0 +65.0 20.6 +63.0 -70.7 +57.6 1 47.6 HEADER
15.361-18.641 +66.0 -100.0 +65.0 -100.0 +65.0 44.5 +85.0 -71.6 +58,3 •56.3
75* x-x_x 17.141-10.110 +65.0 -100.0 +65.0 -09.3 +85.0 28.8 +01.4 -01.4 +62.5 -525
x-x-x 10.111-24.641 +65.0 -100.0 +63.0 -96.1 +05.0 •74.5 +85.0 -07.2 +58.1 26.1
9W 27.641-32.516 +65.0 -100.0 +65.0 49.3 +65.0 -011.8 +61.4 -01.4 +52.5 22.5 SECTION DETAIL
Custom 32.517-38.641 +65.0 -100.0 +66.0 -81.3 +65.0 -70.8 +63.0 23.0 +33.7 23.7 FOR WINDOWS WITH 22
120 x_x_x -39.647 +es.a 400.0 +65.0 29.3 +65.0 28.6 +61.4 -01.4 +50.0 20.0 LEVEL R3 REINFORCEMENT
••MIN.SASH SIZE a WINDOW WIDTH-40.72 SEE TABLE 17 FOR ANCHORAGE (REINF•0RCEMENT3 SHOWN
SASH
TABLE 9: IN FIGURES APPLY TO ALL HEIGHT
Glass Types FRAME TYPES 6
2-4 Sash Sash Design Pressure(lbalR)for XOX Windows CONFIGURATIONS) D 22
Width
Reln1.Lmel Configuration Range On) Window Buck Height
R3 30' 48' 1 S4• 83'
361/4• x-x-x 11.391-11.391 +65.0 1-100.0 +65.0 -100.0 +65,0 -100.0 +85.0 1.100.0 +65.0 "100.0
311• )s-K-x 12.306•12.3% «e8.0 -100.0 +e5.0 1-100.0 +115.0 -100.0 +63.0 -100.0 +63.0 •100.0
ExrEmon SILL
161/C )4-x-x 11.391-13.397 +06.0 -100.0 +65.0 -100.0 +65.0 •100.0 +65.0 •100.0 +65.0 -97.9
){-}{-y` 13.3%•14.%3 +85.0 -100.0 +116.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0
47.&4
)fi-%-K 11.391-12.297 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +05.0 -100.0 +65.0 46.2
x-x-x 12.2%-15.558 +85.0 -100.0 +66.0 -100.0 +65.0 -100.0 +65.0 -100.0 «65.0 21.2
Custom 11.391-12.016 +65.0 -100.0 +86.0 -100.0 +05.0 -100.0 +65.0 -100.0 +65.0 -08.5 SASH WIDTH
52-1/6' x-)S-% 12.017-13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 *65.0 27.5
Jb-)4-x 13.398-17.018 +85.0 -100.0 +85.0 -100.0 +63.0 -100.0 +66.0 -100.0 1+65.0 24.0 a MEETING RAIL
Custom 11.391-13.387 +65.0 -100.0 +66.0 AW.0 +65.0 -100.0 +65.0 -04.8 +65.0 -77.0 0
60' x-%-)( 13.398-15.380 +65.0 -100.0 +65.0 -100.0 -+65.0 -100.0 +65.0 44.9 +65.0 -77.7 25
x-x-X 115.361-19.641 +65.0 -100.0 +63.0 -100.0 +64,0 400.0 +65.0 1 -02.1 +95.0 -75.7 22 22
Custom 111.301-13.387 +85.0 -100.0 *65.0 -100.0 +85.0 -94.1 +85.0 -06.8 +83.0 -08.7
JAMB 9z1eu0R
75• x_x-)( 13.3%-19.110 +85.0 -100.0 +65.0 -100.0 +65.0 -97.3 +65.0 -00.1 +83.8 -03.0 1L ° PRODUCT REVISED
19.111-24.841 +85.0 -100.0 +85.0 -100.0 +85,0 •84.1 +63.0 -79.1 +64.3 24.3 v o es cmipl)•io8 with 1611 Flrnide
x-%-x BuOding Oade
Custom 17.641-19.397 +65.0 -100.0 +050 20.4 +65.0 42.8 +06.0 -75.6 +60.9 20.9 Acceptaaos Nn
96' X_x_+/� 19.3%•21.360 +63.0 -100.0 +65.0 -97.4 +85.0 -07.8 +65.0 -71,2 +57.5 •57.5 Redeed W. Oats: Redeton: tetim I7ef
x-%-'/a 24.361-31.641 +65.0 -100.0 +05.0 -100.0 +55.0 -05.0 +05.0 -09.9 *SS.2 -65.2 By
){,_+%_% 29.641-32.515 .68.0 -100.0 +65.0 -00.4 +65.0 42.6 +65.0 48.8 +62.7 -52.7 Migfiljt.41
32.510.39.641 *65.0 -100.0 +05.0 -100.0 *05.0 -01.4 +65.0 -05.6 +50.5 -00.6 j`,..1;. R.vla.d W. Date: RaWelon:
140' Custom •• -39.641 +05.0 "100.0 *65.0 -00.4 +05.0 -01.4 +65.0
WINDOW WIDTH_60.72 SEE TABLE 18 FOR ANCHORAGE �"'"�"
MIN.SASH SIZE= 2 CIII�I(6 DESIGN PRESSURE TABLES J ROSOWSKI
NOTES:
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE TWO., Data:
2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. N. VENICE, t1 34275 HORIZONTAL ROLLER-NI 05/15/15
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i;. � •. P.O. BOX 1529
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 NOKOMIS, FL 34274 S���k Scala: 57ustr OMDmwkv No. R•r.
IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A LYWIIIILLER,P.E. CERT. OF AUTH. #29296 HR-5410
NTS 7 OF 15 MD-H R5410-01 A
P.E.R 58705