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,., Product Approval RECEIVED
USER:Public User
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Product AppAUG 3 0 2017
rove':Menu>Produt:t or Aoolication Search>A lic r.ist> ppkation Detail
._ � PERMITTING
�m 8 - FL# FL242-R21
�i .E'.tx... ''1,, Application Type Revision St.Lucie County,FL
Code Version 2014
Application Status Approved
*Approved by DB .Approvals by DBPR shall be reviewed and ratified by the POC
H . and/or the C isslon if necessary.
Comments
Archived `
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55l� r.
Product Manufacturer t%- PIOU
GT Industries � F; `
Address/Phone/Email '''''+ 1070 Technology Drive L -'� ;� " �`d,
' North Venice,FL 34
941 48 - xt 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory - Horizontal Slider
Compliance Method Certification M Listing
Certification Agency I. 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
Date Approved 10/17/2016
Mete.
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Florida Building Code Online -` '' Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window I
Limits of Use Certification Agency Certificate ;
Approved for use in HVHZ:Yes
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 Acceptance(NOA) FL242 R21 II 16-0629.02.1)df
for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
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 R2.1 C CAC 15-0612.14.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant:Yes 02/17/2021 I
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R21 II 15-0612.14.pdf
for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.3 HR-610(Non-Impact) WlnGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.14.1)df
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-Dide.County Notice of Acceptance(NOA) FL242 R21 it 16-0714.14.1)df
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing i Created by Independent Third Party:
Evaluation Reports
Createb by Independent Third Party:
242.4 .HR-.710(Impact) WlnGuard Aturninum Horizontal Roller Window
Limits of Use Certification Agen ertlficate
Approved for use VHZ:Yes FL242 R21 C CAC 16-0 3. df
Approved for use outside Z:Yes ontract Ex tion Date
Impact Resistant:Yes 12/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of AcceptanCchor
FL242 R21 TI 16-0714.13.pdF
for product performance Information,anchorage details,and aVerified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third F !
Created by Independent Third Party:
242.5 IHR-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 16-0714.10.1)df '
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 Acceptance(NOA) FL242 R21 II 16-0714.10.ridf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing inforrilatioh. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.6 JHR.-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of UseCertification Agency Certificate
Approved for use in.HVHZ:Yes FL242 R21 C CRC 16-0714.15.pdf '
Approved for use outside HVlit: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 Acceptance(NOA) FL242 R21 it 16-0714.15.0
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.7 HR-2710M(Impact) 2LT HR-2710M PVC Horizontal Rolling Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0528.23 M.odf
Approved for use outside IiVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/23/2020
Design Pressure:N/A .- Installation Instructions i
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R21 II 15-0529.23 M�.rdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing Inforifikloh.(2-lite XX only) Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.8 • HR-2710MI(Impact) 2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI
i Limits of Use -. Certification Agency Certificate
Approved for use in HVHZ:.Yes. FL242 R21 C CAC 13-!125.03 MI.ocif j
Approved for use outside FIVHi:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/23/2020 I
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R21 II 13-1125.03 Ml.odf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing Information.(2-lite XX&3-11te XOX) Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: j
242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ.Yes FL242 R21 C CAC 16-0714.18.pdf
Approved for use outside HVHZ :Yes Quality Assurance Contract Expiration Date i
Impact Resistant:No 09/24/2020
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Florida Building Code Online Page 3 of 3
' Design Pressure:N/A Installation Instructlons
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R21 IT 16-0714.18.odf
for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: 5
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 16-0714.1_7.pdf
Approved for use outside HVl jZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-pade County Notice of Acceptance(NOA) FL242 R21 II 16-0714.17.ndF
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
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 HVHY:,Yes; CAC 16.O92 09_nQf
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 Acceptance(NOA) FL242 R_2-1 Ii 16-0629.09.ndf
for product performance informailon,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.12 8GD-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-D88e County Notice of Acceptance(NOA) FL242 R21. IT 15-0609.09 WDW.pd
for product performance inforrnafion,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
I
242.13 —liSGD75570 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,Ddf
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 Acceptance(NOA) FL242 R21 IT 16-0505.01.odf
for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
[ype,
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
,Created by Independent Third Party:
......._............._.................................. ......................_..............._...................................................... _..._......................_._..._.._..__.............................................._...__..... ..................
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund statement
Under Florida law,email address es"are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department wfih�i n email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
Credit Card
Safe
i
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MIAMI-DADE MIAMI-DADE 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.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, modi4, 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 urricane Zone.-
DESCRIPTION: eries"H�R=710"Aluminum Horizontal!, Window-L.M.I.
APPROVAL DOCU " in ow, Impact",
sheets 1 through 11 of 11,dated 02/28/06,with revision G 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 bv the Miami-Dade County Product Control
Section.
MISSILE IMPACT RA ING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall ea bel with the manufac e or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall,.e 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 NW 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
n 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 availablefor inspection at the job site at the request of the Building Official.
5
This NOA revises NOA#15-019.09 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation Was.reviewed by Manuel Perez,P.E.
NOA No.16-0714.13
MIAMFDADE COUNTY Expiration Date: December 21,2021
ate: September 01,2016
81�21 E� age 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED,
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 07-0815.09 and 06-0405.06)
2. Drawing No.4117-10,titled"Alum. Horizontal Roller Window,Impact", sheets I
through 11 of11.;zdated 02/28/06,with revision G dated 05/05/16,prepared by
manufacturer,`kkned 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 ma.fl-ed-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,Ditraseale spacer system, Super Spacer'NXTTM spacer system and XL
EdgeTM spacer` stem at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test k4orts No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and- 02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
2. Test reports ori:'1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with mark*6d-up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S.Rionda,P.E.
(Submitted under.NOA No. 07-0815.09)
3. Test reports ori:J)Air Infiltration Test,pet FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
Water Resistance Test,per FBC' TAS 202-94
!...4)Large Missile Impact Test per FBC,TAS 201-94
i,.5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
,b)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an XOX aluminum
horizontal slidillg window,prepared by Fenestration Testing Laboratory, Inc.,Test
Report No. FTLA858, dated 03/08/06 signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.06-0405.06)
Manuel Per E.
Product Control E a er
NOA No. 16-0714.13
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-1
PGT Industries,Inc.
NOTICE-OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on':-.1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
. .:4)Large Missile Impact Test per FBC,TAS 201-94
=5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
.6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with mel d-up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL=4859,dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5"
Edition (2014),-dated 05/14/15,prepared by manufacturer, signed and sealed by
Anthony Lynn+;IVliller,P.E.
(Submitted_under previous NOA No. 15-0519.09)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Cbemical Company(MA)
for their"Saflex:,Clear and Color Glass Interlayers"dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Biiitacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
Manuel PeUmi
Product Control ENOA No. 16
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-2
l
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter;of conformance, complying with FBC-51h Edition (2014), dated May
16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller, P.E.
(Submitted under previous NOA No. 15-05-19.09)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.09)
3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration
Testing Laboratory, Inc.,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E.
(Submitted under NOA No. 07-0815.09)
4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued
by Fenestration" Testing Laboratory, Inc., dated 03/08/06,. signed and sealed by
Edmundo Largaespada,P.E.
(Submitted under NOA No. 06-0405.06)
5. Proposal No. 1.6-6125 issued by the Product Control Section,dated March 09,2016,
signed by IsbagChanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.09,issued to PGT Industries for their Series
"HR-710"Aluminum Horizontal Rolling Window-L.M.I., approved on 07/09/15 and
expiring on 12/2,1/21.
Manuel Per
Product Control Exa r
NOA No.16-0714.13
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-3
r„
GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED:
:2014 FLORIDA BUILDING CODE(FSC),5TH EDITION
NS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •
ASTM E1300-09
A. I -ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION
1116"DMC NS STING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090''PVB-INTERLAYER, -ALUMINUM DESIGN MANUAL,AOM-2010
B. . I CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 1/8-HEAT STRENGTHENED GI-ASS WITH A.090'"PVB"INTERLAYER. - 71S2- 2010-071$2-2010
C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8-HEAT STRENGTHENED GLASS WITH A.090-'PVB-INTERLAYER.
D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090''PVB-INTERLAYER.
E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16-ANNEALED GLASS AND(1)LITE OF 3116-HEAT STRENGTHENED GLASS WITH A.09W-PVB"INTERLAYER.
F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. NOA DRAWING MAP
G.13/16'LAMI IG:(1)LITE OF 1/8*OR 3116"ANNEALED(MIN.)GLASS,5116"OR 3/8'AIR SPACE AND 5/16"LAMI SHEET
GENERAL NOTES........
CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.09D--PVB-INTERLAYER. �1
GLAZING DETAILS............2
H.13/1*6-LAMI'ld:(1)LITE OF 118-OR 3/16"ANNEALED*(MIN.)GLASS,5/16"OR 318"AIR SPACE AND 5113".LAMI CONSISTING OF(1)LRE OF 1/8"ANNEALED GLASS AND(i)LITE DESIGN PRESSURES... 3
OF 118 HEAT STRENGTHENED GLASS WITH A.090'.-"PVB"INTERLAYER. ELEVATIONS.....................4
VERT.SECTIONS 5
HORLZ.SECTIONS...........5
',,LAMi lo�t(l):LITE�OP'1/8"OR 3116-ANNEALED.(MIN.)GLASS,5/16"OR-318"AIR SPACE AND 5/16"
`PARTS LIST
CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A*.690";PV`B-INTERLAYER. 6.
ExrkuslONS ...........7
J.13/16"LAMI IG:(1)LITE OF 1!8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR lWCORNER DETAIL..............5AIR SPACE AND 7/16"LAMI ANCHORAGE ..........8-11
CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090-'PVB'INTERLAYER,
K.13/16"LAMI 10:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 716"LAMI
CONSISTING OF(1)LITE OF 3110-ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090--PVB'INTERLAYER.
L.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI
CONSISTING OF(2)LITES OF 3/16-HEAT STRENGTHENED GLASS WITH A.090--PVB-INTERLAYER.
2.CONFIGURATIONS:QX,NO,XCX
3.DESIGN PRESSURES:(SEE TABLES,SHEET 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300,
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED
ns csxaPlYip$wilh ft pb"
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. B.Idiwf Code
rat—Aho
1.
A'
7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND'FTL-5330. 8,'T�-D
ELCO TEXTRON NONS
ANSI/AF&RA NDS FOR WOOD CONSTRUCTION a all C.
ALUMINUM DESIGN MANUAL
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 1
"PVB"=.090"BUTACITEO PVB INTERLAYER BY KURARAY AMERICA,INC.
R �f.I�* 0
J,4 05/05+166 ADDED SPACERS TO SHEETI
1• Ri1gpt° 1070TECH LOGYORIVE -=IW- GENERAL NOTES
No
N.VENICE
,FL 34275 P ox 1529 ff3L:;lm_ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
6--fir nw—=0 V NOKOX419,FL 34274 Visibly Bette- A.LYNtJ imuR P.E.
I P.E.
F.K 2,2&W W3106 ... NTS 4127-10 G 058705
21 50 21 50
Part# Description Material i
75 Kommerling 4SG TPS Spacer System
1/2"NO 55 1/2"NOM. 76 Quanex Super Spacer nXl-with Hot Melt Butyl See this
3 ^IHSS BIT GLASS BITE Sheet for
77 Quanex Duraseal Spacer Materials 1
78 Cardinal XL Edge Spacer
60,61,62 51 63,64,65 REFERENCE TEST REPORTS:FTL-8717,8968 8 8970
118•ANNEALED OR H TSTRENGTHENED GLASS3116'ANNEALED OR HEAT STRENGTHENED GLASS I
.09D PVB NTERLAYER 090 PVB INTERLAYER
118'ANNEALED OR HEA STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
5(16"NOM. 7116'LAMINATED i
5116"LAMINATED GLASS 7/16"LAMINATED GLASS FOR INSTALLATION IN THE J
HVHZ ABOVE 30 FT,GLASS
TYPES G-L SHALL HAVE A I.
TEMPERED I.G.GLASS CAP.
"PVB" i
EXTERIOR INTERIOR _ BOTH THE DP AND ANCHOR
(ALLSECTIONS) KURARAY BUTAGITE L: QUANTITY TO REMAIN
PVB INTERLAYER or
IiNCHANGED:-
21 50 21 ,• 50 y -• SAFLEX0PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY i
75-78 75-78 i
1/2"NOM. 59 GLASS BITE i
59 GLASS BITE I
52 52
66,67,68,69,70,71 72,73,74,75,76,77
11V ANNEALED OR HEAT STRENGTHENED GLASS 3716'ANNEALED OR HEAT STRENGTHENED GLASS i
.090 PVB INTERLAYER 1 .090 PVB INTERLAYER
1B"ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
5116'LAMINATED
7116'LAMINATED I
511 6*OR 318'AIR SPACE 3116'OR t(4'AIR SPACE '
118'OR 3118'ANNEALED OR TEMPERED GLASS 178'or 3116•ANNEALED OR TEMPERED GLASS
1513116"NOM. 13,16"NOM.
1
13/16"LAMI IG GLASS W15/16"LAM[ 13/16"LAMI IG GLASS W/7/16"LAMI l
i
i
ALUMINUM
SILICONE HOT-MELT BUTYL &\)&
EMENT pOLYISO- DESICCANT FILL AREA PRODUCT REVISED S
STRUCTURAL BUTYLENE a CemplYi.9 with the Florida 6
5116"NOM. 8uildm Code
SILICONE SEAL B
STRUCTURAL 3116'NOM. Accep,eorx No I�p'O
POLYISOBUTYLEN 114'NOM. FOAM BUTSILICONE SEAL WITH DESICCANT WITH ROLL-FORMEDet°DESICCDESICCANT FAINLESS STEEBy
EXT.GLASS EXT.GLASS EXT.GLASMicmi acLPrdoetEXT.GLASSINT.GLASS INT.GLASSASS
INT.GLASS .,.i••+,I
.I `
KODISPACESUPER DURASEAL@ OXL EDGE""
75 4SG TPS 76 SPACER®NXT"" OSPACER 76 SPACER r:
IYrd97:
JR05rtzv18 G ADDED SPACERS. GLAZING DETAILS
R—der ,dpyy. 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 -
""'— P.o.aox,5za X ALUM.HORIZONTAL ROLLER WINDOW,IMPACTA. .
t>� ai—� o.� NOKOMIS.FL 34274 ytribly Better Full 2 d 11 "4127-10 G I L PNES SB DD55 P.E,
FX P/2BA8 J.J. B
TABLE 1.
XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW
E 26" 36" 38 318" 48" -50-51$ 5d" 60" 63"8 " ,G,H +60.0 -60.0 +60.0 1 -60.0- +60,0 1 -60.0 +60.0 -6 ,p +60,0 -6 +60.0 50.0 +60.01 -60.0 +60.0 50,0
96" A,B,G,H +6fl.0 60.0 +60.0 60.0 +60.0 : 60.0 +60.0 60, 0 -60.0 +60.0 50.0 +58.81 -58.8 +56.2 -56.2
106 318" A,B,G,H +60.0 60.0 +60,0 1 -6fl.0 +fi0.0 1 64.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 1 -55.2 +52.3 1 -52.3 THE H HZ ABOVE 30N
108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60,0 +60.0 50.0 +54,6 i -54.6 +51.7 1 -51.7 FT,GLASS
TYPES G-
LSHALL HAVE A
111" A,B,G,H +60.0 60.0 +60.0 -60.0 +60.0 1 -60.4 +60.0 •60,0 +60,0 1 ,60.0 +59,5 59.5 +53.6 -53.6 +54.9 -50.9 TEMPERED I.G.GLASS
UP TO 111" C I BOTH
+60,0 ' -60,0 AND ANCHOR E DP
UP TO 111" D,E,F,K :• QUANTITY REMAIN
_ UNCHANGED.
+75.0 ; 75.0
1F-
' TABLE 2. _
XOX`(413,'1731)s)OLAh tiff ii3'T f R�4i : IN�tifa6V0la�4�V (rlA�dGl=i S fif Wt "FII1�IN_INDOWS W/SAME s�ImOA�"E 1'". MAI.L�R)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE --ALL HEIGHTS UP TO 63"
TO$6 7116" A'B'C'
C'H'I +60.0 -60.0
TO 86 7f16" D'E'F.
J,K,L
TABLE 3.
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HE
WIDTH TYPE 26" 3B" 3$318" 48" 'S0 5/$" 5d" 60" 63"
60" A,B,G,H +75.0 -75.0 +75.0 I -75.0, +75.0 1 -75.0 +75.0 -75.0 +75.0 i -75.0 +75,0 1 75,0 +75.01, -75.0 +76.01 -75.0
66" A,B,G,H +75A -75.0 +75.0 -75A +75.0 ' -75.0 +75.0 -75.0 +75.0 11 -75.0 +75.0 -75.0 +74.2 1 -74.2 +70.2 -70.2
72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0.1 -75.0 +75.0 -75.0 +7 ' +75.0 75.0 +69.6 1 -69.6 +65.21 -65.2. PRODUC7 REVISED
n=complyiu3 with ifie Flarlda
4" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75,0 -7 . +75.0 1 -75.0 75.0 -75.0 +68,1 -68.1 +63,8 I -63.8 Eniiamscod,
Accepreox tbo /¢ 2
UP 0 74" C,D ,
I,J,KL L r (�� +75.0 i -75.0 rai Dato /
� IIv
Aliruni do ProdR�t Con d
ES.TES (XOX),FTL 4859(OX&XO)AND F7L5330
A.5/16"LAMI-(1/8!'A,,090,11811 G. 13116"LAMI IG-118"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.094,1/8"A)
(1/8"A,.090,1/8"HS) H. 13/16"LAMI I13-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS)
C.5/16"LAMI-(1/8"HS,.090,1/8"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"HS,.090,118"HS)
D.7116"LAM!-(3116"A,.090,3116"A) J.13!16"LAM!IG-1/8"OR 3116"A(MIN.),3176"OR 114"SPACE,7116"LAM!-(3/16"A, .090,3/16"A)
E.7/16"LAMI-(3116"A,.090,3/16"HS) K.13/16"LAMI IG-118"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3116"A,090,3116"HS)
a
F.1t16"LAM!-{3116"HS,.090,3(16"HS} L.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7116"LAMI-{3116"HS,A90,3116"HS}
o�pere ..
a 1070 TECHNOLOGY DRIVE DESIGN PRESSURESN.VENICE,FL 34275
�� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1520 , ,..,,
nY r» crdad m NOKOMIS,FL 34274 Yvibly gb, e.�.+na,e eve ®'"'C Oi1i4"' �' A.LYNN MILLER P.E.
F.K 2128878 id. 3123/08 M?710 NTS 3 w 11 412T-10 G P.E.#68705
27 3/8" 27 318" 27 3/8" I I
MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DLO MAX.DLO
VENT VENT FIXED D D
y� 'i
B B B
0 X
X X — — —
�I -
�--
110"MAX.WIDTH I.F.FRAME
r 85 7116"MAX.WIDTH I.F.FRA ME
I -
—11 AX.WIDTH FLANGE FRAME f——6 7/16"MAX.WIDTH FLANGE FRAME
IL B-XOX 1 - DETAIL C-XOX(1/3-1/3-1/3)
NOTE:
33 9116"MAX. "MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
DLO FIXED DLO VENT
,j,; ;; SEALANT OR GASKET
63"MAX. AT HEAD AND SILL
FLANGE
A I A FRAME
ALL 15
55" CONFIG.
573!8" MAX PRODUCT REVISED
MAX.
DLO ALL 15 I.F.FRAME m complying with the Florida
DLO ALL
Daifding Cede -D
FIXED / / VENTS 62"MAX. __ ;`pep�� 12�
LITE1,10
S L FRAME piralioa Ueta
O I X ALL 9y�
CONFIG. a?icm'OedeProdoel d
I
13 FLANGE FRAME
c
I.F.FRAME--II VIEW D-D
74"MAX.WIDTH FLANGE FRAME— --I (FRAME CORNER CONSTRUCTION) - =
DETAIL A-OX OR XO ( P1.`-6
mar
am l�
�.. „� 1070 TECHNOLOGY DRNE —'— ELEVATIONS •• -
N.VENICE,FL 34275 '
ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.Box 1529
NOKOMIS.FL 34274 Vwbiy Better s.n..2+e�[ —a oWt � A.LYNN MILLER.P.E.
as rrx7fo NTS 4 m 11 4127-10 G P.EX 58705
F.K ?/28N8 J.J. 323N6
INTERIOR 37 32 35 22 39
1 22
16
2
EXTERIOR INTERIOR 13
21
MAX.VENT DLO MAX.FIXED DLO MAX. T DLO
MAX.WIDTH(FLANGE FRAME)
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION—XOX SHOWN WITH FLANGE FRAME)
MAX. INTERIOR17
HEIGHT •35 `•.•-: 32_.."• 37_ '39`_.
FLANGE
FRAME MAX.
VENT
DLO q 1s
MAX.
FIXED
DLO I
22 Y� MAX.FIXED DLO VENT DLO 43
—MAX.WIDTH(I.F.FRAME)
21 EXTERIOR SECTION A—A
(HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME)
24
8 22 21 41 22 PRODUCrREVISED
as c plying with the Fiotida
2 :luildiog Code
Aeccp+ueCe r+al 'a ('3ZI
12 24 $ EXTERIOR INTERIOR E. first on Data /�
7 12 s
21 Mtrori)adc ProdactCwfn�
7
EXTERIOR INTERIOR
6 10
10 SECTION C—C 42 SILL HEAD ; �4
(VERTICAL SECTION,FLANGE FRAME) (VERTIC) L SECTION, I.F. FRAME) (VERTICAL SECTION,I.F.FRAME)
aM48
„ ar.amax
1070 TECHNOLOGY DRIVE SECTIONS
N.VENICE,FL 34275
Ren49y oe�: PGT ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1529
aeswa off: NOKOMIS,FL 34274 Visibly Better A"r w� enee� �O� A.LYNN MILLER P.E.
F.K. 7!13/06 J.J. 3/23/06 �HR7f0 Half 5 m 11 4127-10 G P,E.658705
ffEMlI)WG#jlREVj DESCRIPTION MAT PGT# nimi DwasIREVI DESCRIPTION I hlATL I PGI#
L 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 GLASS 13/16"LAMI IG-1/8"A(MIN.),3/9"AIR SPACE,5/16"LAME(118"A,.090 PVB 118"A
2 4025 SASH STOP(STD.)(ANTI LIFT CLIP) 6063-T5 Al, 612244 67 13116"LAME IG-1/8"A IN.),3/8"AIR SPACE 5116"LAMI(1/8"A,.090 PVB,1/8"HS)
3 #8 X 3/4 PH.PAN HEAD 7834AA 68 13/16"LAM[IG-1/8"A(MIN.),3/8"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,1/8"HS)
4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13/16"LAMI IG3/16"A(MIN.),5/16"AIR SPACE.5/16"LAMI(ll8"A,A-090 PVB,ll8"A)
6 4136 FLANGE FRAME SILL 6063-T6 AL 6413670 13/16"LAMI IG-3116"A(MIN.),5116"AIR SPACE 5116"LAMI(ll8"A,.090 PVB,1/8"HS)
7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG-3/16"A(MIN.),5116"AIR SPACE 5/16"LAMI(1/8"HS,.090 PVB,1/8"HS)
8 4131 ROLLER TRACK 6063-T6 AL 64131 72 13116"LAMI IG1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A)
10 71298 WEEP HOLECOVER POLYPROP. 71298 73 13116"LAM[IG-118"A(MIN.),1/4"AIR SPACE,7116"LAMI(3/16"A,.090 PVB,3/16"HS
12 1 26 WEEP HVE COVER LLFOAM PAD 7P71298 74 13/16"LAM[IG1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI(3/16"HS,.090PVB,3/16"HS)
75 13/16"LAMI IG-3116"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A)
13 4002 A IFLANGE FRAME JAMB 6063-T6 AL 612225 76 13/16"LAMI IG-3/16"A(MIN.),3/16"AIR SPACE,7/16"LAM[(3/16"A_090 PVB,3/16"HS)
14 1 4134 IGASKEr FOR MAINFRAME SILL JOINT 74134W/K 77 13/16"LAM[IG-3116"A(MIN.),3/16"AIR SPACE,7116"LAMI(3/16"HS,.090 PVB,3/16"HS)
15 1 1155 1#8 X 1:000 QUAD PN.SMS 781PQA 90 1014 SCREENFRAME OR&VOL) 3105-1314 AL
16 1 4110 G I SCREEN ADAPTOR 6063-T5 AL 6411OG 91 1630 SCREEN CORNERKEYW/RINGS POLYPROP.
,.17 4054 .B FIIGD MEETING RALT 6063HD T6 AL 64054!1 •92 1631 SCR131V CORNER KEYW,'OUT RING POLYPROP.
19 ;4066 WSTP.,.1.87,X.230,FIN SEAL' S 6�G6G 93 1073 SCRI>TI SPRING ST.ST.
21 ':'4105.--,,,.-. SASli-TOP•?'BOTTOM IU.,!L'I.-'..'�: 612240' ;.•94 1624'. cr?EET,SPLINE-'.135 DIA.F0A-M EM PVC
22 "168'6 W STP.,250 X.270 BACK FIN SEA2'' "' 61683G ` 95' 1635 SCREEN SPLINE-.135 DIA.HA.4D E vl PVC
23 225-1 lROLLERHOUSING&GUIDE 42112HD 96 ISCREEN CLOTH
N 226 BRASS ROLLER WHEELS BRASS 713RWH12
29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44129N
32 4006 D ISASHME=GRAIL 6063HS-T6 AL 64006 =2.710
33 1 1235 W STP..170 X.270 BACK,FIN SEAL 67S 16G
35 1096 SWEEP LATCH DIE-CAST 71096
36 1016 #8 X.625 PH.FL.SMS 7858
37 4126 SASH SIDERAIL 6063-TS AL 64126 2.624
38 1683 W STP.,.250 X.270 BACK,FIN SEAL 61683G
39 7070 BULB W EATHIRSTRIP.187 X 275 67070K os2
40 LIFT RAIL COVER CAP 74078"C"L OR R
41 1 4139I.F.FRAMEHEAD 6063-T6 AL 64139 I.F.FRAME HEAD
42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41
#4139,6063-TB
43 1 4141 II.F.FRAMEJAMB 6063-T6 AL 64141
50 GLAZINGSILICONE,DOW 899,995 OR UNALINT PRODLICr REVISF;D
51 1 1224 JVINYL GLAZINGBEAD BULB(1-HICK) 6TP247W,K z—plyiogwilh the Florida
52 1225 VINYL GAZING BEAD BULB(THIN) s"lay g coa_
6TP248K 2.784 Acuptsocerx,I6'o 4:�1
53 4039 B GLAZINGBEAD-5/16' 6063-T5 AL 64039B p ration Uma
54 4044 B GLAZING BEAD-5/16"W/GRILL KIT 6063-T5 AL 644703 .062 3.152 By
Mi—i 4r9,fect Cos)!r
55 4222 A GLAZINGBFAD-7/I6" 6063-T5 AL 64222
.062
56 985 C Gi1AZINGBFAD-7/16'W/GRILL KIT 6063-T5 AL 6985 1 988
59 4067 GLAZING BEAD-13116" 6063-T5 AL 64067
60 GLASS 5/16"LAMI(1/8"A-090 PVB,1/8"A) 43 I.F.FRAME JAMB
61 5/16"LAMI(1/8"A..090 PVB,U8"HS) #4141,6063-T6
62 5/16"IAMI(1/8"HS,090 PVB,1/8"HS)
63 7/16"LAMI(3/16"A,,090 PVB,3/16'A) 2.718
64 7/16'LAMI(3116"A,.090 PVB,3/16"HS) 42 I.F.FRAME SILL
65 7/16"LAMI(3/16"HS,.090 PVB,3(16"HS) #a1ao,sos3-Ts �6
ABY m 70707ECHNOLOGY DRNE PARTS LIST -
N.VENICE,FL 34275 1—
a. I �'— ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1529 s.`at.� a� i>�e pMyr,y M
h� ee�dee D" NOKOMIS.FL 34274 Vaibly Berrer HR710 NT$ B d 11 4127-10 G` A.LYNN MILLER,
9 05 P.E
F.K. Y28/OB J.J. 323/08
1-1.513- -
.062 1.187 r--• .040 II .738
3.152 Imo-1.443 {
1 7 .os2 SASH STOP COVER
�3 � .062 ]o O #4053,6063T5
1.122
O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER T �2.784--1
#4102A,6063-T6 #4136,6063-T6 #4137,6063-T6
' 1.363
062
._.
061 52 _
_ .. ,• ..
1 187
p FL FRAME:JAMB
-Il—.osz �v '
49t��1 T I l-403-
I
II 1.461
O SASH STOP Og HORIZ,ROLLER TRACK 17 FIXED MEETING RAIL
#4025,6063T5 #4131,6063-T6 #405413,6063HD-T6
.062 2. 7�
.062 —T
7 2.326 OSO
9 .
1'j 1 L]F�83 .062
_ " � .678
I I Iry
1.081 1.29 1.096
O SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" PRODUCTREVISEDwith hU
21 ns complying with the FlBsidB
#4133,6063-T5 #4006D,6063HS-T6 #4126,6063 T5 #40398,6063T5 Duitding Cock
AcccP+aBce NB `tJ
2x it"ti"n Dme
.05� \Lauri ptpdvet Coatroi
.050 •678 .678 .050—�II'678 .683 I 050'
1.096-{�—+� 1.1151.097
.096— -T
54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16"
#4044B,6063-T5 #4222A.6063-T5 #986C.6063-T5 #4067,6063T5
(USED W/GRILL KIT) (USED W/GRILL KIT)
ftiJ16
R Br. DB RM,ivs t1 >�
Renssr. Bs� Rabba 1070 TECHNOLOGY DRIVE �. -�- EXTRUSIONS
N.VENICE,R.34275 iOv' •��1: '
B am: ReKWa T ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1529
NOKOMIS.FL 34274 V ibl Better �i4pN' w., A LYNN MILLER P.E.
F. ?/28106 �J�J. 323/06 Y HR710 Half 7 d 1 4127-10 G P.E.}I 58705
ANCHOR QUANTIT)ES,XOX 1!4-112-114 WINDOWS TABLE 4 NOTES:
GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K.L
1. ANCHOR TYPES:
ANCHOR TYPE 2.3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1.CONC 1-114"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(G5)
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
1N °m irn '.rn :tn !m 2 TYPES:
WINDOW SIZE HEAD&SILL'•, HEAD 8 SILL(F HEAD&SILL im HEAD&SILL HEAD 8 SILL S HEAD 8 SILL j A.5/1 "LAMI-(118°A..090,1/8-A) FOR INSTALLATION IN THE HVHZ ABOVE 30
W H ' (' ;a ' ' 6"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A
C.5116"LAMI-(118"H5,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
53.125x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+1 21 1+C2+1+C2+1 i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 i 2 D.7116"LAMI-(3/16°A,.090.3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED.
48.000 1+102+1+102+1!3 1+C2+1+C2+1`3 1+C2+1+C2+1 3 1+102+1+102+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 E.7116"LAM]-(3116"A,.090,3116"HS)
50.625 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+C2+1+C2+1i 3 11+C2+1+C2+1 3 1+C2+1+C2+11 3 F.7/16'LAMI-(3/16"HS,.090,3/16"HS)
G.13/16"LAM]IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8°SPACE,5116"LAMI-(1/8"A,.090,1/8"A)
54.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 j 3 H.13116"LAMI IG-1/8°OR 3116"A(MIN.),5116"OR 318"SPACE,5116°LAMI-(1/8"A..090,1/8'HS)
60.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 7+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+102+11 3 7+C2+1+C2+113 I. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS)
J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16°A,.090,3116°A)
63.000 1+C2+1+02+1 3 1+102+1+102+1 3 1+102+1+102+1I 3 1+102+1+102+11 3 1+102+1+102+1!3 1+103+1+p+1!3 K.13116"LAMI IG-1/8'OR 3/16"A(MIN.),3/16"OR 1/4'SPACE,7116"LAMI-(3116"A,.090,3116"HS)
60.000x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+02+1+C2+1I 2 1+C2+1+C2+1i 2 1+C2+2+C2+1 2 L. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3116"HS,.090,3/16°HS)
,. I. 48.000 1+C2+1+C2+11 3 1+C2+1�-02+tI 3 1+C2+1+C2+11 3 1+102+1+C2+11 3 1+C2+1+02+11 3 1+C2+2+C2+11 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
. = 50.625 1+C2+1+C2+1!3 1+C2+1+C2+113 1+C2+1+ +1.3 1+C2+1+C2+1 3 1+C2+1+102+1;3 1+C2+2+C2+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
102
4• 54,000, 1+G2+]+102+1`•;3 7+102+1+102+113 I+C20+C2t1 3 1+102+t p2+t•:3 i+C2Mt.0<+1f 3 1+C2+2+C2+11 3 _',•HEAD&SILL 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL,CENTERLINE. c
60.000 1+C2+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+tj 3 1+C3+2+C3+1 3 25 314"MAX.FROM COP.NERS.
JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C.
63.000 1+C2+1+C2+11 3 1+102+1+102+11 3 7+C2+1+C2+11:,3 1+C2+1+C2+1!3 1+C2+1+C2+111 3 1+103+2+C3+11 3 TABLE KEY:
74.000x 38.375 1+C2+2+C2+112 1+C2+1+C2+112 1+C2+2+C2+1:2 1+C2+2+102+1 2 1+C2+2+C2+112 1+C2+2+C2+1;2 X O X
48.000 1+C2+2+C2+11 3 1+C2+1+C2.11 3 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C2+2+C2+1€311+C2+2+C2ttj 3 1+103+4+103+1 3 `"ANCHOR QUANTITY PER JAMB
50.625 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C2+2+102+11 3 1+102+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 HEAD AND SILL ANCHOR QUANTITY.
54.000 1+02+2+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+113 1+C2+2+C2+11 3 1+C2+2+CZ+11 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED
60.000 1+C2+2+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 7+C2+2+C2+1i 3 1+C2+2+C2+1 3 1+103+2+C3+11 3 AT EACH MEETING RAIL PLUS(1)
ANCHOR AT EACH OPERABLE VENT
63.000 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+p+2+C3+11 3 1+C3+2+C3+113 1+C2+2+C2+11 3 1+C3+2+C3+11;3 PLUS(4)ANCHORS AT FIXED SECTION.
84.000 38.375 1+C2+2+C2+11 2 1+C2+2+102+1:2 1+C2+2+C2+1I 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL.
1+102+2+102+11 3 7+102+2+102+1,3 1+102+2+102+1`3 1+102+2+102+11 3 1+C2+2+C2+1i 3 1+103+3+p+1 3 (3"MIN.O.C.ANCHOR SPACING)
1+C2+2+C2+1I 3 1+C2+2+C2+11 3 1+C2+2+102+71 '+C2+2+102+113 1+C2+2+C2+1i 3 1+C3+3+C3+1 3 -
54.000 1+C2+2+C2+11 3 1+102+2+10+ 1 +1 3 1+C2+2+C2+1!3 1+C2+2+C2+11 3 1+C4+3+104+1 3 r-r25 314"max.
--I 1-3"MIN.
60.000 1+C2+2+C2+1I 3 1+C2+2+C2+113 1+C3+2+03+11 3 1+C3+2+C3+1 3 1+C2+2+C2+11 3 1+104+3+C4+131 1 . ... . , , , ..I I I
- 63.000 11+102+2+102+113 1+102+2+102+113 1+103+2+103+13 1+103+2+103+1:3 1+102+2+102+113 1+104+3+104+13 9"REF. X O j X
106,376x 38.375 1+C2+2+C2+112 1+C2+2+C2+112 1+C2+3+C2+1;2 1+C2+3+C2+1!2 1+C2+3+C2+112 1+C2+4+C2+1)2 T PROD'JCTswith
w-mplying•n•i1h the Florida
48.000 1+C2+3+C2+113 1+C2+2+C2+113 1+C3+3+C3+1 3 1+C3+3+C3+11 3 1+C2+3+C2+11 3 1+C3+4+p+11 3 B-16 g .
1 1 i MTG.RAIL,TYP. Accepance t I./a-O 14,133
50.625 1+C2+3+C2+91 3 1+C2+2+C2+1,3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+4+C3+1�3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS '®n°"Daw /021
54.000 1+C3+3+C3+1!3 7+C2+2+C2+11 3 1+C3+3+C3+11 3 1+C3+3+03+113 1+C3+3+103+1!3 1+C4+4+104+1(3 (SHOWN IN TABLE KEY ABOVE) By
60.000 1+p+3+C3+1j 3 1+C2+2+C2+1I 3 1+C4+3+C4+11 3 1+104+3+104+11 4 1+C3+3+C3+11 3 1+04+4+104+1!3 htiend ?rodeo of
63.000 1+C3+3+C3+1 3 7+C2+2+C2+1I 3 1+C4+3+C4+11 3 1+C4+3+C4+1!4 1+C4+3+C4+11 3 1+C5+4+C5+11 3 25 314"MAX.
111.000x 38.375 1+102+3+102+11 2 1+102+2+102+1!�2 1+102+3+102+11 2 1+102+3+102+1!3 1+102+3+102+11 2 1+102+4+102+11 2 1--3!MIN.P
48.000 1+02+3+C2+1!3 1+C2+2+C2+13 1+C3+3+C3+1!3 1+C3+3+C3+113 1+C2+3+C2+1!3 1+C3+4+C3+1!3 '
50.625 1+C2+3+02+113 1+C2+2+C2+11 3 1+C3+3+C3+11 3 1+C3+3+C3+1I 3 1+C3+3+C3+11 3 1+C3+4+C3+11 3 9°REF. X O X
59.000 1+p+3+103+113 1+102+2+102+113 1+pt3+G3+1!3 1+103+3+103+11 3 1+103+3+103+tI 3 1+C4+4+C4+11 3
60.000 1+C3+3+C3+11 3 1+C2+2+C2+1i:3 1+C4+3+C4+11 3 1+C4+3+C4+1!4 1+C3+ 3+C3+11 3 1+C4+4+109+1 3 MTG.RAIL,TYP. _
63.000 1+C3+3+C3+7!3 1+C2+2+C2+11 3 1+C4+3+C4+11 3 1+C4+3+C4+11 4 1+C4+3+C4+1!3 1+C5+4+C5+114 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS
�; n� 10707ECHNOLOGY DRIVE lllolqw� . ANCHORAGE SPACING,XOX 1/4-1/2--1/4
N.VENICE,FL 347!5
fdn'.4 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT = .
P.O.BOX 1529P.E.
M
A.LYNN MILLER NOKOMIS,FL 34274 V&ibly BC[let' R• NTS 8 d f� 4�17�� G P. ILLER
F.K. M. J.J. 323118
ANCHOR QUANTITIES XOX 113.1/3413 WINDOWS TABLE5 NOTES:
GLASS TYPES A,B,G,H GLASS TYPES C.D.E.F.I,J,K,L
ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1, ANCHORTYPES:
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLFX 3-#12 STEEL SCREWS(G5)
im !m im !m !N 1m 2.GLASS TYPES:
WINDOW SIZE HEAD&SILL!g HEAD&SILL'g HEAD&SILL f HEAD&SILL i g HEAD 8 SILL; HEAD&SILL ig A.5/16"LAMI-(1/8"A,.090,118"A) FOR INSTALLATION IN THE HVHZ AB�G�E
W V H -a, i '! �> '� B.5/16'LAMI-(1/8"A.090,1/8"HS) FT,GLASS TYPES G-L SHALL HA48.000 x 38,375 1+C2+1+C2+1!•2 1+C2+1+02+1!2 1+02+1+C2+1j2 1+C2+1+C2+1i2 1+C2+1+C2+1:2 1+C2+1+C2+1 2 C.5/16"LAMI-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 i+C2+1+02+1 3 1+C2+1+C2+1i 3 D.7116'LAMI-(3/16'A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHA
E.7/16"LAMI-(3116"A,.090,3/16"HS)
50.625 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1.3 1+C2+1+C2+1 3 1+C2+1+C2+1113 1+C2+1+02+1 3 F.7/16"LAMI-(3/16"HS,.090,3116"HS)
54.000 1+C2+1+C2+1 i 3 1+C2+1+C2+1!3 1+C2+1+C2+13 1+C2+1+C2+11 3 1+C2+1+C2+1!3 t+C2+1+C2+1i 3 G.13/16'LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A)
i 3 1+C2+1+C2+1 i 3 H.13/16°LAMI IG-1/6"OR 3/16"A(MIN.),5116"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS)
60.000 1+C2+1+C2+11 3 1tC2+1+C2+1!3 1+C2+1+C2+11 3 1+C2+1+C2+1!3 1+02+1+02+1
i 3 1+C2+1+C2+1 3 1+C2+1+C2+1!3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C3+1+C3+1!3 I. 13!16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8'SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS)
63.000 1+C2+1+C2+1
J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"A)
53.125 x 38.375 1+02+1+C2+1 i 2 t+C2+1+C2+14:2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1!2 1+C2+1+C2+1 i 2 K.13/16"LAMI IG-118"OR 3116"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3116'A,.090,31116"HS)
48.000 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+C2+1.3 1+C2+1+C2+1'3 L. 13/16"LAMI IG-1/8"OR 3116'A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3116-HS,.090,3/16"HS)
60.625 �1+=+*!+C2+1113.1+C2+1+C2+1i 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+.^.2{]!3 1+C2+1+C2+1i 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND�BASED ONTHE,FOLLOWiNG
54.000 2+1+C2+1 3 1+C2+1+02+:1':.3 1+C2+1+C2+11.3 1+C2+1+C2+ti 3 1+C2+1+C2+i!3•7+C2+.l+C2+1i.,3 DIMENSIONS. FOR WINDOW SIZES k0'f SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.60000 2>i+C2+1¢3 1+C2+1+C2+1!: 1+02+1+C3+.1�3 1+C2•:t+C2+1!3 1+02+1+C2+1,3 1+r3+i+,03+1!3 -.
-T- HEAD&SILLi`10 1/�MAX.ON EACH SIDE.OF MEETING'RAIL CENTERLINE'
63:000"1+C2+1+02+1;3 1tC2+1}02 1 3.ItC2+i+C2+1 3 1-C2+1+C2+1 3 1+C2+t+C2a1i 3 1'tq 1+C3+1s:3
60.000 x 38.375 1+C2+1+C2+112 1+02+1+C2+T 2 1+C2+1+C2+1.2 1+C2+1+C2+1 i 2 1+C2+1+C2+11 2 1+C2+1+C2+1 i 2 25 MAX.314"MAX.M CO N CORNERS
ANJAMBS:'9"MAFROM CORNERS AND 22 112"MAX.O.C.
48.000 1+C2+1+C2+1!3 1+C2+1+C2+1!3 1+C2+1+C2+1i 3 1+C2+1+C2+1!3 1+C2t1+C2+1;3 1+C2+1+C2+113 TABLE KEY:
50.625 1+C2+1+C2+1j 3 t+C2+1+C2+1!3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2t1+C2+1i 3 1+C2+1+C2+1!3 X 0 X
54.000 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+02+1!3 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 i+C3+1+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB
60.000 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1 1+C2+1+C2+1i3 1+C2+1+C2+li3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 1 3 1+C2+1+C2t1i 3 1+q+1+C3+1.3 1+C2+1+C2+1'3 1+C3+1+C3+1!3 HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF(3)ANCHORS CENTERED
66.000 x 38.375 1+C2+1+C2+1 1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2
ON EACH MEETING RAIL PLUS(1)
48.00D 1+C2+1+C2+1'3 1+C2+1+C2+11 3 1+C2+1+C2+1'•,31 1+C2+1+02+1!3 1+C2+1+C2+1 1,3 1+C2+1+C2+1i 3 ANCHOR AT EACH OPERABLE VENT
50.625 1+C2+1+C2+1 3 1+02+1+C2+1':3 1+02+1+C2+1;3 1+C2+1+C2+1!3 1+C2+1+C2+1;3 1+q+1+03+1 3 PLUS(1)ANCHORS AT FIXED SECTION.
54.000 t+C2+1+C2+ti 3 1+C2+1+C2+1!:3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1!3 1+q+1+03+11 3 (9)ANCHORS TOTAL AT HEAD AND SILL
60.000 1+C2+1+C2+113 1+C2+1+02•rti 3 1+102+11+020i 3 1+C3+1+C3+11 3 1+C2+1+C2+1i 3 1+q+1+C3+113 (3"MIN.O.C.ANCHOR SPACING)
63.000 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C3+1+C3+113 1+C3+1+q+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1j 3
74.000 x 38.375 1+C2+1+C2+1 1 2 1+C2+1+C2+1 1 2 1+C2+1+C2+11 2 1+02+1+C2+11 2 1+C2+1+02+11 2 1+C2+1+C2+1!2 25 3/4"MAX.
48.000 1+02+1+C2+1!3 1tC2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1;3 1+C2+1+C2+1'3 1+C3+1+03+12 3 �--�-��-3"MIN.
50.625 1+C2+1+C2+1;3 1+C2+1+C2+113 1+C2+1+C2+1i 3 1+C2+1+C2+113 1+C2+1+C2+1i 3 I+C3+1+C3+li 3
54.000 1+C2t1+C2+1j3 1+C2+1+C2+1':3 1+C2+1+C2+1'3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1t3 9"REF. X O X
60.000 1+ REVISED
02+1+C2+11 3 1+02+1+C2+11 3 1+q+1+03+1 3 1+C3+1+q+1 3 1+02+1+C2+t 1 3 1+q+1+03+1;.3 rORmp1y R,g with the Flonda
63.000 1+C2+1+02+1 3 1+C2+1+C2+1i 3 11+C3+1+C3+1'3 1+C3+1+C3+113 1+C2+1+C2+ti 3 1+C3+1+C3+1 i 3 MTC.RAIL,TYP. B.ddi gCodo
84.000 x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+1 1 2 1+C2+1+C2+1;2 1+C2+i+C2+113 1+C2+1+C2+11 2 1+C2+1+C2+1l 2 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ;:x'ration Qatn 2)
48.000 1+C2+1+C2+1i 3 1+C2+1+C2+1 13 1+C2+1+02+11 3.1+C2+1+02+113 1+C2+1+C2+1 3 1+C3+1+C3+113 SHOWN IN TABLE KEY ABOVE)
50,625 1+C2+1+C2+1 1 3 1+C2+1+C2+1 1 3 1+02+1+02+1 3 1+C2+i+C2+11 3M+C2 1 3 1+q+1+03+1 i 31
ey
Miami Y,odott
64.000 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1!3 1+C3+1+C3+1 31i 3 1+C3+1+C3+1 3
60.000 1+C2+1+C2+1 1 3 1+C2+1+02+1 3 1+C3+1+C3+11 3 1+C3+i+C3+1 i 41 i 3 1+q+1+C3+113 25 3/4"MAX.
63.000 1+C3+1+q+ti3 1+02+1+C2+1 3 1+q+1+C3+1i 3 1+C3+t+q+1 41 3 1+CA+1+04+1'4 I I_.-_3/MIN.P86.437x 38.375 1+C2+1+C2+112 1+C2+1+C2+11 2 1+C2+7+C2+112 1+C2+1+C2+1':31i 2 1+C2+1+C2+112 • --9"REF.48.000 1+C2+1+C2+1 3 1+C2+1+C2+1!3 1+C2+1+C2+113 1+C2+1+C2+1!3113 1+C3+1+C3+113 X 0 X
50.625 1+C2+1+C2+1':3 1+C2+1+C2+11 3 1+C2+1+C2+1 1 3 1+02+1+C2+11 3 1+02+1+C2+11 3 1+q+1+03+1,3
54.000 1+C2+i+C2+1i 3 1+C2+1+C2+11 3 1+C3+1+C3+1i 3 1+C3+i+C3+1i 3 1+C2+1+C2+1i 3 1+C3+1+C3+ti 3
60.000 1+C2+1+C2+11 3 1+C2+1+C2+1!3 1+C3+1+C3+11 3 1+C3+1+C3+1 4 1+C3+1+C3+11 3 1+C4+1+C4+1i 4 MTC.RAIL,TYP. - �(
63.000 1+C3+1+q+1 3 1+C2+1+C2+1 3 1+q+1+C3+1 3 1+03+1+q+11 4 1+C3+1+q+i;3 1+C4+1+C4+1i 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS
R,,,,,,,� 1070 TECHNOLOGY DRNE A CHORALE SPACING,XOX 1/3-1/3-1/3 -
N.VENICE,FL 34275 T°k
lr , g - ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
_diWP.O.BOX L 34 e� o ft, p,;
g�, as: awe NOKOM15.,FL 34274 ✓tslbly Better d 11 4127-10 G A LYREA 58705 P E
FK 212&'06 J.J. 323706 HA71D NTS 9
ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES:
GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES:
ANCHOR TYPE 2,3,WOOD 2,CONC 1 1,CONIC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5)
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
2.GLASS TYPES:
m co �QQ 1 m Q�Q 1 m Q�Q I• m Q�Q m A.5116"LAMI-(1/8'A,.090,1!8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30
WINDOW SIZE y to 2 W F) 1 T W tJJ W 55 m W U5 2 S.5/16"LAMI-(1/8'A.090,118"HS) FT,GLASS TYPES G-L SHALL HAVE A
W V H 2 op ' 2,a ' *8 1, 2 a Q 2 � a, C.5/16"LAldl-(1/8"HS,.090,1/8"HS). TEMPERED I.G.GLASS CAP.BOTH THE DP AND
37.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 i 2 1+C2+1 i 2 1+C2+1 1 2 1+C2+1 2 D.7/16°LAMI-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
E.7/16"LAMI-(3116'&.090,3/16"HS)
48.000 1+C2+1 3 1+C2+1 3 1+C2+1 j 3 1+C2+1; 3 1+C2+1' 3 1+C2+1 3 F.7116"LAMI-(3/16"HS,.090,3116"HS)
50.625' 1+C2+1 3 1+C2+1 3 1+C2+1; 3 1+C2+'1 i 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/B"OR 3/16"A(MIN.),5116"OR 3/8"SPACE,5116"LAMI-(1!8"A,.090,1!8"A)
H.13/16'LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS)
54.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 1 3 1+C2+1 I 3 1+C2+1 3 I. 13116"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5/16-LAMI-(1/8"HS,.090,1/8"HS)
J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3N6"A)
60.000 1+C2+1 3 1+CS+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 K.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3116"A.090,3/16"HS)
63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 1 3 1+C3+1 3 L. 13116"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16'HS,.090,3/16"HS)
48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
48.000 1+C2+1 3 1+C2+1 3 1+C2+1 .•3 1+C2+1 3 1+C2+11 3 1+C2+1 3.. DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
a 50.625 1+C2+1 '3 1+C2+1 '3 '1*C3+1 3: .1+C2+'Is- 3 1+C2+.1 i 3 1+C,+1 3.
_ '" HEAD&SILL .10,1/2"MAX..ON EACH,$IDC OF MEETING RAI CEUTERLINE.
54000 '1+C2+1' 3 1+C2+T 3 1+C3+11i .3 1+C2+1.1'3 1+C2+1; 3 1+C3+1 3i:'. r '18 3/4"MAX.FROM CORNERS.
60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+11 3 1+C2+1 13 1+C3+1 3 JAMBS: 9'MAX.FROM CORNERS AND 22112"MAX.O.C.
63.000 1+C3+1 3 1+C2+1 3 1+C3+1 j 3 1+C3+1 1 3 1+C2+1 1 3 1+C3+1 3 TABLE KEY: O X
53.125 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 i 2 1+C2+11 2 1+C2+1 2 2+C3+2 3 -ANCHOR QUANTITY PER JAMB
48.000 1+C2+1 3 1+C2+1 3 1+C3+1i 3 1+C2+1 3 1+C2+1j 3 1+C3+1 3
50.625 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1 i 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF(3)ANCHORS
54.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1 3 1+C2+1 i 3 1+C3+1 3 CENTERED ON THE MEETING RAIL
60.000 1+C3+1 4 1+C2+1 3 1+C3+1 i 3 1+C3+1 4 1+C2+1 13 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE
63.000 1+C3+1 4 1+C3+1 3 1+C4+1; 3 1+C3+1 4 1+C3+1+ 3 1+C4+1 3 VENT AND FIXED SECTION. (7)
ANCHORS TOTAL AT HEAD AND SILL.
60.000 x 38.375 1+02+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 1 2 2+02+2 2
48.000 1+C2+1 3 1+C2+1 3 2+C3+2, 3 1+C2+1 3 1+C2+11 3 2+C3+2 3 (3^MIN.O.C.ANCHOR SPACING)
50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 i 3 1+C2+1' 3 2+C3+2 3 18 3/4"MAX.
54.000 1+C3+1 4 1+C2+1 3 2+C3+21 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 3"MIN.
60.000 1+C3+1 4 1+C3+1 3 2+C4+2i 4 1+C3+1 4 1+C3+1i 3 2+C4+2 4 91,
63.000 1+C3+1 4 1+C3+1 3 2+C4+2; 4 1+C3+1 4 1+C3+11 3 2+C4+2 4 X O
PRODUCT REVISED
66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2, 3 2+C2+2i 3 1+C2+11 2 2+C2+2 3 n;complyiug wiBi Nte rllxida
MTG.RAIL 13ui1d a�Qode
48.000 2+C2+2 4 1+C2+1 3- 2+C3+2 3 2+C2+2' 4 1+C2+1 3 2+C3+2 3 A,ceplaaceriO/(o-o l3
x'ratan Date
50.625 2+C3+2 4 1+C2+1 3 2+C3+2; 3 2+C3+2i 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS r� !
54.000 2+C3+2 4 1+C2+1 3 2+C3+21 4 2+C3+2; 4 1+C2+1 1 3 2+C3+2 q (SHOWN IN TABLE KEY ABOVE) �>
Mi ti ede 7mdact trot
60.000 2+C3+2 4 1+C3+1 3 2+C4+2i 4 2+C3+21 4 1+C3+1i 3 2+C4+2 4
3.000 1+C3+1 4 1+C3+1 3 2+C4+2; 4 2+C3+2; 4 1+C3+11 3 2+C4+2 4 18314"MAX.
1 1/2"TYP.
74.000 x 8.375 2+C2+2 3 2+C2+2 2 2+C2+21 3 2+C2+21 3 2+C2+2 2 2+C2+2 3 L �I--3-MIN.
48. + 4 2+C2+2 3 2+ +21 4 2+C3+2' 4 2+C2+2 3 2+C3+2 4 -� �-
9"REF. X O
50.625 + 4 + 3 2+C3+2i 2+C3+2; 4 2+C2+2i 3 2+C3+2 4 - -
2+C3+2 4 2+C3+2 3 2+C4+2' 4 2+C3+2� 4 2+C3+2': 3 2+C4+2 4
60.000 2+C3+2 4 1+C3+1 3 2+C4+2€ 4 2+C3+2i 5 2+C3+2 3 2+C4+2 4 MTG.RAIL
63.000 2+C3+2 4 1+^,3+1 3 2+Cq+2` 4 2+C4+Si 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS (P.W.r
Iy f6
a. 1070 TECHNOLOGY DR NE ANCHORAGE SPACING,OX AND XO WINDOWS
N.VENICE,FL 34275
tom. _ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1520 a.r�oa,e
o,ee r tpe NOKOMIS,FL34274 V ibly Better A.LYNN MILLER.P.E.
F.K. Z2M J.J. 3123N6 FfR710 NT$ 10 11 4127-10 G P.E05B705
314"MIN.E.D.TYP. NOTES:
2x WOOD BUCK,
MIM 3.4 K_r 1"MIN.EDGE NOTE 3 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 114-ELCO
E
CONC 13/8" TAPCONS EMBEDED I 3fill"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED I 314"MIN.. MINIMUM DISTANCE FROM
E
MIN. ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE#12TRIMFIT HEAD.
NOTE 1
1 OOD 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4 SS4 CRETE-FLEX WITH
BUCK, #12 TRIMFIT HEAD. IET EX I
NOTE 3 L
/4" 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
1/4"
•
MAX.JJJCMUI.WOOD BUCKS DEPICTED AS Zx ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
SHIMCID SHIM
qjq SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION.
CONCRETE WOOD
ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM
NOTE DETAIL A NOTE 2 DETAIL B OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A
TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
HI
DISSIMILAR MATERIALS SH.ALL.MEET THE REQUIREMENTOOF FLORIDA BUIL-DING CODE,.
-1,"4"MAX.'
(1.5 1 CMU)
PER 1 2-112*MIN.EMBEDMENT
(3.4 KSI NCRETE)
WO C NCRETE 111
C flR, CHOR, Col
N TE2 T NOTE 1 314" EXTERIOR iNTERIORE
MIN.EDG
MIN.E.D (H I&SILLDETAILS 7A S.C.
D a H)
TYP.
2X WOOD 8 K,NOTE 3 1x WOOD BUCK,N a SEE NAILING
INTERIOR 518'MIN.EDGE
DETAIL F (JAMB DETAILS E,F&1)
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 5/8"MIN.
CONCRE
ANCHOR,
AN OR, WOOD DETAIL H (HEAD)
OTF1 NOTE NAILING
.131 DIA.MIN.x 21/2"NAIL
AT CORNERS AND 5"O.C. PRODUCT RvISED
TYPICAL DETAILS G,H&I. as-mplyinil with Hit Florida
Building Codc,
1/4' 114" Ac�plmoNlo.IG' 14.13
MAX MAX.
SHIMEPfnni..Daust�_9-1,TO
' SHIM
I I SE /8"MIN.EDGE
T I
NOTE NAILING IN, j
1314"MIN.
MIN.3.4 KS E.D.TY 2-1/2'MIN.
SEE NAI LING
CONCRETE 2x WOOD 1,miN.tbGE
DE BUCK, DETAIL D 2-1/2"MIN.EMBED
NOTES DETAIL G(SILL) DETAIL I(JAMB)
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS
�ey
6!
-y o— TEC'�H0"N IGY.11RIVE ANCHORAGE DETAILS
N.VFJ"�E.l L
P.O.BOX 1529 IUM.HORIZONTAL ROLLER WINDOW,IMPACT
c;;z—wl 5G;7—By NOKOMIS,FL 34274 W.161
.c./c z2w6 J.J. 3r2= L y Bert— —HR1111 "�.ff I 1 -*"-4127-10 A.LYNN M EP,P.E.
G P.E.0 15LBL70 6