HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3
$
0
✓ 3 dy -r�' aSR`S.v.F ax a.��4, 'ti ilk �S"F3 _* ak i t c �°4yti
HS"x" cfi '
(f.'":� e"IA 0, fir. 5 MM
SCIS Home S Log In User Registration ? Hot Topics ; Submit Surcharge Stats&Facts Publications ; FBC Staff BCIS Site Map Links Search G
Farina
`y ic User:.I `Product duct Approval
f.
# Product Apprrwi,;Menu>Product or Avolication Search> "plication List>Appli tion tail
FL# FL242-R21
3 -M? Application Type Revision
Code Version 2014
Application Status Approved
*A d 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 Drive
North Venice F
(9 -0100 Ext 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 lHorizontal
Subcategory ider
Compliance Method r 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.
Date Approved 10/17/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D.,. 12/23/2016
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
242.1 JHR-210(Non-Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL.242 R21 C CAS 16-0629;02,2rif
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 11 16-0629.02.Ddf
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 1HR-510(Impact) WinGuard Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21. C CAf, 15-0612.14.Ddf
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 Acceptance(NOA) FL242 R21 it 15-0612.14.Ddf
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 liHR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window
f Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.14.Ddf
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 Acceptance(NOA) FL242 R21 11 16-0714.14.Ud_f
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
j Created by Independent Third Party:
242.4 jHR-710(Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in •Ye FL242 R21 C CAC 16-0714.13.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/21/2021
j Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R21 11 16-0714.13.1)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:
{242.5 JHR-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.Ddf
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 11 16-0714,10,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 i
}f Created by Independent Third Party:
f 242.6 JHR-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.udf
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 11 16-0714.15.Ddf
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 15-0525.23 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 Acceptance(NOA) FL242 R21 II 15-0528.23 i4.Ddf
for product performance information,anchorage details,and anchor Verified'By:Miami-Dade BCCO-CER
type,size,and spacing information.(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
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL242 R21 C CAC. 13-1125.03 Mi.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/23/2020
Design Pressure:N/A Installation Instructions
j Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R21 11 13-1125.03 MT.ndf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information.(2-lite XX&3-lite XOX) Created by Independent Third Party:
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.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant:No 09/24/2020
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 12/23/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions I
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL242 R21 IT 16-0714.".ndf
for p
roduct performance Information,anchorage details,and anchor Verified dBy:Miami-Dade BCCO-CER
type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1242.10 HR-5510 Impact) Vinyl Horizontal Roller Window
II4 Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.17.odf
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 Acceptance(NOA) FL242 R21 Ii 16-0714.17.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:
242.11 JSGD-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 Acceptance(NOA) FL242 R21 IT ]6-052.9.09.odj
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
Et 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 F1.742 121 C CAC 15.0609S)WPIN )�df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
(Impact Resistant:No 05/22/2018
t Design Pressure:N/A Installation Instructions
!( Other:Please see the Miami-Dade County Notice of Acceptance INCA) FL242. R IT 15-0609.09 WDW.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
i 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.Ol.ndf
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
type,size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
i
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 addresses are public records.If you do not want your a-mali 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 mail.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 with an 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:
�F.ch
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 12/23/2016
MIAMI-DADE MIAMI-DADE COUNTY
r Min" 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.miamidadLgov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as desc ' 1 with the Florida Building
Code,including the Hi a ocity Hurricane Zone.=
DESCRIPTION: S 'es"HR-710"Aluminum Horizontal Rolling Window-L.M.
APPROVAL DOCU rawing No 4127-10, titled "Al ontal Roller Window, 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 by the- *].- ade County Product Control
Section.
MISSILE IMPACT RAT : Large and Small Missile Impact Resistant.
LABELING: Each unit shall a ermanent label with the manufac s name or logo, city, state,
model/series, and following statement: "Miami-Dade County Pro uct 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#15-0519.09 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
MIAMMADE COUNTY Expiration Date: December 21,2021
Approval Date: September 01,2016
Page 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. 4127-10,titled"Alum.Horizontal Roller Window,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.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-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 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 marked-up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.06-0405.06)
Manuel Per E.
Product Control Ekarafner
i
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 (CONTnvUED)
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 marked-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 seated 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 Miller,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 Chemical 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 Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
Manue"P PCi.
Product Control ENOA No.16
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-2
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51" Edition (2014), dated May
16, 2015,issued by manufacturer,signed and sealed by A. Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0519.09)
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. 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. 15-0519.09,issued to PGT Industries for their Series
"HR-710"Aluminum Horizontal Rolling Window- L.M.I., approved on 07/09/15 and
expiring on 12/21/21.
Manuel Pere
Product Control Exa ' . r
NOA No. 16-0714.13
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-3
GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED:
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
1. S:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM El3OG-09
•ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION
A.5/16"LAMI CONSI ING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 "PVB"INTERLAYER. •ALUMINUM DESIGN MANUAL,ADM-2010
•ALUMI 00-0 DESS 010
B.5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER.,
C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER.
D.7116"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 3/16"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER.
NOA DRAWING MAP
F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER.
SHEET
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 GENERAL NOTES.............1
CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090-"PVB'INTERLAYER. GLAZING DETAILS............2
DESIGN PRESSURES.......3
H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 318"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. VERT.SECTIONS.............5
HORIZ.SECTIONS............5
I.13/16"LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5116"LAMI PARTS LIST.......................6
CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'-PVB'INTERLAYER. EXTRUSIONS....................7
CORNER DETAIL..............5
J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16'LAMI ANCHORAGE....................8-11
CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER.
K.13116'LAMI IG:(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 3/18"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER.
L.13/16"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI
CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER.
2.CONFIGURATIONS:OX,XO,XOX
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.
PRODUCT REVISED
5.SHUTTERS ARE NOT REQUIRED. �s camplyins with ilm Flo"
Build's Code
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Acxep+anceNo��v"� � 2I
Ex i motion Date I
7.REFERENCES:TEST REPORTS FTL-4858.FTL-4859 AND FTL-5330. Dv
ELCO TEXTRON NOA'S 64ian+ adeProdsa CanBW�
ANSI/AFBPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8.THIS PRODUCT HAS BEEN DESIGNED 8 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.
,. p -
"PVB"=.090"BUTACITES PVB INTERLAYER BY KURARAY AMERICA,INC. 6
JR 05105116 G ADDED SPACERS TO SHEETZ GENERAL NOTES
1079 TECHNOLOGY DRIVE -',� "•?." � -,
N.VENICE,R.34275 >� '
fft
°nL P.O.BOX 1529 �T ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
aWFsr:aer �� tam: NOKOMI5,FL 34274 Vuibly Better �'' s"'� a 11 a."M. #127-10 G +A.LSP E ��,P.E.
FK 22&V6 JJ 32306 HR7f0 NTS 1
21 50 21f7/16'LAMINATED
Part# Description Material
75 Kommeding 4SG TPS Spacer System
5 1/2"NOM. M. See this
GLASS BITE 55 76 Quanex Supe?Spacer tNXi w th Hat Melt Butyl j
ITE Sheet for
77 Quanex Duraseal Spacer Materials
78 Cardinal XL Edge Spacer
5 60,61,62 5165 REFERENCE TEST REPORTS:FTL-8717,8968&8970 '
I
1/8'ANNEALED OR HEATS GTHENED GLASSEALED OR HEAT STRENGTHENED GLASS
.090 PVe INTERLAYER NTERLAYER
1/8'ANNEALED OR HEAT ST NOTHENEDGLASSEALED OR HEAT STRENGTHENED GLASS5118'NOM. INATED
5/16"LAMINATED GLASS 7/16 LAMINATED GLASS FOR INSTALLATION IN THE
HVHZ ABOVE 30 FT,GLASS
TYPES G-L SHALL HAVE A
E ERIOR INTERIOR TEMPERED I.G.GLASS CAP.
.PVB"= BOTH THE DP AND ANCHOR
(ALL SECTIONS) KURARAY BUTACITE QUANTITY TO REMAIN
PVBINTERLAYER UNCHANGED.
Or
Pi52
50 2III
50 SAFLEXBPVBINTERLAYERBY
11 EASTMAN CHEMICAL COMPANY
8
12"NOM. /2"NOM.
z
GLASS BITE LAS5 BITE j
68,67,611,69,70,7172,73,74,75,76,77
116'ANNEALED OR HEAT STRENGTHENED GLASS116'ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER90 PVB INTERLAYER j
1/8"ANNEALED OR HEAT STRENGTHENED GLASS116'ANNEALED OR HEAT STRENGTHENED GLASS
5116'LAMINATED /16'LAMINATED =
5116"OR 318'AIR SPACE6'OR 1/4'AIR SPACE
118'OR 3118'ANNEALED OR TEMPERED GLASS18-or 3/18'ANNEALED OR TEMPERED GLASS
13116'NOM. 3116"NOM.
13/16"LAM IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI
ALUMINUM
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- F
NT FILL AREA PRODUCT REVISED
STRUCTURAL BUTYLENE5/16"NOM. p,�ld—ml�"with the Fkridu ti
SILICONE 5116"NOM. SEAL C
STRUCTURAL 1/4'NOM FOAM 3/16•NOM. LICONE SEALAcceplanw No I�'GPOLYISOBUMEN BUM 8WITH DESICCANT WITH DESICCANT ROLL-FORMEDDESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASSEXT.GLASSNT.GLASS INT.GLASS INT.GLASS .GLASS +' '
KODISPACE SUPER T7 DURASEALO XL EDGET"
T5 4SG TPS 76 SPACERONXTTM SPACER 76 SPACER
JR 01S.W16 G ADDED SPACERS.
1070 TECHNOLOGY DRNE � � GLAZING DETAILS
N.VENICE,FL 34275
P.O.aox 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
NOKOMIS•FL 34274 Visibly Beta•,, A.LYN4kVLLER.P.E.
F.K. 2/28N8 J.J. 3l13/D8 �FIR710 Full 2 d 11 ��4127-10 G P.E.#56705
TABLE 1,
XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26" 36" 38 318" 48" 60 518" 54" 60" 63"
84" A,B,G,H +60.0 -60.0 +60.01 -60.0 +60.0 ` -60.0 +60,0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.01 -60.0
96" A,B,G,H +60.0 60.0 +64.0 ;'_ 60.0 +60.01 -60.0 +60.d -60.0 +60.0 -60.0 +60.0 Z.0 +58.81 -58.8 +56.2 -56.2
106 318" A,B,G,H +60.0 -60.0 +60.01, -60.0 +60.0 j -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +55.2 i -55.2 +52.3 1 -52.3 THE HVHZA ABO IN
108" A,Q,G,H +60.0 -60.0 +60.0 -60.0 +60.01 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60,0 -60.0 +54.6 6 +51.7 ,-54. -51,7 FT,GLASS TYPES G-
L SHALL HAVE A
111" A,B,G,H +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60,0 +59.5 59,5 +53,6 1 -53.6 +50.9 I -W.9 TEMPERED I.G.GLASS
UP TO 111" C,I +60.0 -60,0 CAP.BOTH THE DP
AND ANCHOR
UP TO Ill" C'E'F' i QUANTITY REMAIN
J !
K,L +75.0 -75.0 UNCHANGED.
TABLE 2.
XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE ALL HEIGHTS UP TO 63"
TO 86 7116" A'B'C'
G,H,1 +60.0 -60.0
TO 86 7116" D,E,F,
J,K,L +75:0 -75.0
TABLE 3.
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER)
WINDOW GLASS W HEIGHT
WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63"
60" A,B,G,H +75.0 -75.0 +75.01 -75.0 +75.0 j 75.0 +75. -75.0 +75.01 -75,0 +75.0 75.0 +75.0 -75.0 +75.0 1 -75.0
66" A,B,G,H +75.0 75.0 t75A € -75.0 +75.0 ! -75.0 +75.0 1 -75.0 +75.0 -75.0 +74.2 1 -74.2 +70.2 -70.2
72" XBGH +75.0 -75.0 +75.0 75.0 +75.0 '• -75. +75.0 -75.0 5.q -75.0 +75.q -75.0 +69.6 1 X9.6 +65.2 '• 65.2 PRODUCrREVISED
=canlplp' with the Flodda
74" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 1 -75.0 -+ -75.0 +75.0 -75.0 +75.0 -75.0 +68,1 I -68.1 +63,8 1 -63.8 ""'ldngc0do/ ^Q /
UP TO 74" C,D,E,F, 1 ar tim-wte Q/ r�1
I,J,K,L +75.01, -75.0
nY-
Mimi deprodnel Cao of
ES:TEs 858( ,FTL 4859{OX&XO)AND FTL 533q
"IJAMI-(1/&'A,.090 G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"A)
B.5/16"LAMI-(1/8"A,.090,118"HS) H. 13/16"LAMI IG-1/8"OR 3116"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. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 318"AIRSPACE,5/16"LAMI-(1/8"HS,,090,1/8"HS) -
D.7/16"LAMI-(3/16"A,.090,3/16"A) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A)
E.7116"LAMI-(3/16"A,.090,3/16"HS) K. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"HS)
F.7/16"LAMI-(3116"HS,.090,3116"HS) L.13/16"LAMI IG-1/8"OR 3119'A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3116"HS, .090,3116-HS)
ori
rs"Ytus 1070 TECHNOLOGY DRIVE � � DESIGN PRESSURES
N.VENICE,FL34275
29
'�[ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ..._
09�olrt Ao1R NOICOMIS,FL 94274 j/(rj*germs eek v+rt A LYNN MILLER,P.E.
F.IC z2aw ✓«1. dam NR7t0 NT3 .� ar It ��4127--10 ('7 P.E.#58705
27 3(8" 27 27 1
MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DL DLO MAX.DLO
VENT VENT FIXED D D
J
i X 0 X O x_ _ —
I
- I 85 7/16"MAX.WIDTH I.F.FRAME--+�
r. 110"MAX.WIDTH I.F.FRAME
I 6 7/16"MAX.WIDTH FLAN
I r
111"MAX.WIDTH FLANGE FRAME GE FRAME
DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3)
NOTE:
33 9/16"MAX. 33 9 "MAX.. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
DLO FIXED �— DLO VE
SEALANT OR GASKET
63"MAX. AT HEAD AND SILL
FLANGE
A I A FRAME
ALL 15
56" CONFIG..
57 3(8°
PRODUCT REVISED
MAX. MAX. 15 I.F.FRAME cplyingwilhttmFtaida
DLO ALL / / DLO ALL som
3a!dig cods
FIXED I VENTS 62" AX. __ :ccep,auce w
LITES I.F.F AME piratian Ueta
A L
0 I X n;:�nn'DedrPmdac!C
CON IG.
I
1 '
13 FLANGE FRAME
C
73'MAX.WIDTH I.F.FRAME�I VIEW D-D
74"MAX.WIDT GE FRAME —I (FRAME CORNER CONSTRUCTION)
DETAILA-O _
ra-dsr. o.. 1070 TECHNOLOGY DRIVE ELEVATIONS r f
N.VENICE,FL 34275
Bwd Frac ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1529 e� —e n4114 14r
l� Gsa1�e
Oft NOKOMIS,FL 34274 VLfrlilY Bents HR710 NTS 4 d i f 4127�0 �+ A.LYNNE 0 58705 P E
AK 212aVO J.J. 32306
INTERIOR 37 32 35 22 39
1 22 0Q
16
2
EXTERIOR INTERIOR 13
21
MAX.VENT DLO MAX.FIXED DLO MAX.VEXT DLO
MAX.WIDTH(FLANGE FRAME)
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME)
MAX. INTERIOR 1 35 32 37
HEIGHT 39
FLANGE
FRAME MAX
VENT
DLO Q 16
MAX.
FIXED
DLO
22 � 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 22F
41 22 PRODUCT REVISED
jo u camplyfng with the Florida
LKILL 2 Building Code
Acaptealb
12 24 EXTERIOR INTERIOR E. uatbn Dme
7 ° b
21 +:c:ni)ede FrodOctCwtrro(� J
EXTERIOR
6 10
10 SECTION C-C 42 SILL HEAD )
(VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION, I.F.FRAME) (VERTICAL SECTION, I.F. FRAME
or. nsm R o
�. 1070 TECHNOLOGY DRNE P -�- SECTIONS
N.VENICE,FL 94275
�—
P.O.BOX 1528 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
yys, g
Ctwdna Oer: NOKOMIS,FL 34279 Viribly Better A.LYNN MILLER P.E.
F.K. ?/26/06 J.J. 3/2X06 HR710 /'r81f 5 11 4127-10 G REX 58705
ITIM DWCN REV DESCRIPTION MAIL PGT# ITEM DWC#REVI DESCRIPTION 24fA1'L PGT#
1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 (LASS 13116"LAMI IG-1/8"A(MIN),3/8"AIR SPACE,5116"LAMI I/8"A,.090 PVB 1/8"A
2 4025 SASH STOP(STD)(ANTI LIFT CLIP) 6063-TS AL 612244 67 13116"LAMI IG-118"A(MIN. 3/8"AIR SPAM 5116"LAMI(1/8!'A,.090 PVB,1/8"HS
3 #8 X 3/4PH.PAN HEAD 7834A A 68 " 13116"LAMI IG1/8"A(MIN),3/8"AIR SPACE,5116"LAMI(1/8"HS,.090PVB,1/8'-HS)
4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 " 13116"LAMI 103/16"A(1bI[N.),.5/16"AIR SPACE 5/16"LAMI(1/8"A,MOM,I/8"A)
6 4136 FLANGE FRAME SUIS. 6063-T6 AL 64136 70 " 13/16"LAMI IG-3/16"A(111N.),5116"AIR SPACE,5116"LAMS(118"A„090PV8,L/8”HS)
7 4137 SILL ADAPTOR 5063-T6 AL 64137 71 13116"LAMI IC7-3/16"A(MIN.),5116"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,1/8"HS)
8 4131 JROU.JERTRACK 6063-T6 AL 64131 72 13116"LAMI IG-1/8"A(MIN.),I/4"AIR SPACE,7116"LAMI(3116-A..090 PVB,3/16"A
10 71298 1WEEPHOLECOVER POLYPROP. 7I298 73 13116"LAMI IG-1/8"A(NUN.),1/4-AIR SPACE,7/16"LAMI(3/16W.090 PVB 3116'HS
12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 13/16"LAMI IGrUB"A(MIN.),1/4"AIR SPACE,7/16"LAMI 3/16"HS,.090PVB,3/16"HS)
13 4002 A IFLANGE FRAME JAMB 6063-T6 AL 612225 75 13/16"LAMI IG-3/16"A(MIN.),3/16"AIR SPACE,7/16'LAMI(3/16"A,.090 PVB,3116"A)
14 4134 IGASKET FORMAINFRAME SILL JOINT74I34W/K 76 " 13116"LAMI IC-3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3116"HS)
77 13/16"LAMI IG-3/16"A(MIN.),3/16"AIR SPACE,7/16'L MI(3116"HS,.090 PVB,3/16-HS)
15 1155 #8 X 1;000 UAD PN.SMS 781PQA 90 1014 [SCREEN FRAME OR&VER 3105-1114 AL
16 4110 G I SCREEN ADAPTOR 6063-T5 AL 641100 91 1 1630 ISCREENCIORNERKEYWRINGS POLYPROP.
17 4054 B FDCED MEETING RAIL 6063HD-T6 AL 64054A 92 1 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP,
19 4066 W STP.,.187 X.230,FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST.
21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC
22 1683 W STP.,250 X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC
23 225-1 RCIUERHOUSING&GUIDE 42112HD 96 SCREEN CLOTH
24 226 BRASS ROLLER.WHEELS BRASS 7BRWHL2
29 412$ HORIZONTAL ROUER SASH TOP GUIDE POLYPROP. 44129N
32 4006 D JSASHMEEFINGRAIL 6063HS-TEAL 64006 2.710
33 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-T5 AL 64126
38 1683 W STP.,.250 X.270 BACK,FIN SEAL 61683G 2'x24
39 7070 BULB WEATHERSTRIP.187 X.275 67070K .062
40 LIFT RAIL COVER CAP ?4078"C"LORR
41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD
42 4140 I.F.FRAME SILL 6063-TEAL 64140 4 #4RA139,sOs3T6
43 4141 I.F.FRAME JAMB 6063-T6 AL 64141
50 GLAZING SIUSCONF,DOW 899,995 OR UTVALENT
51 1224 VINYL GLAZINGBEAD EIM(THICK) 6TP247W,K PRODUCT REVISED
52 1225 VINYL GLAZINGBFAD BULB(THIN) 6TP248K :,�MIA
g c ae j fth:nom Ftmiaa
Guildin
2.784 a upz :D a )� a LC3Z1
53 4039 B GLAZINGBEAD-S/16' 6063-T5 AL 64039E pirotion pia
54 4044 jB (ELAZMJNGBFAD-5116"W/GRILLKIT 6063-T5 AL 644703 LT4.012 3.162 ns
55 4222 ZINGBEAD-7/16" 6063-T5 AL 64222 micwi Prodw1cmM56 985 ZINGBEAD-7/16'W/CRtILLKIT 6063-T5 AL 6985 .06259 4067QAZINGBEAD-13/16" 6063-TSAL 64067
60GLASSI 5116"LAMI(1/8"A,.090PVB,1/8"A) 43 I.F.'FRAME JAMB
61 5/16"LAMI(1/8"A,.090PVB,1/8"HS) #4141,6063-T6 ,,. ..•,,.,:,,,,., :.
62 5116"LAND(118"HS,.090 PVB,1/8"HS)
63 7116"LAMI(3116"A,.090 PVB,3/16'A) 2.710
64 7/16"LAMI(3/16"A-0% 3/16"HS) LF.FRAME SILL
65 " 71LT'
16"LAMI(3/16"HS,.090PVB,3/16'HS) 42
#4140,6063-T6 �`� �b
rmmer. c`s w.tom c� _
070 TECHNOLOGY DRNEPARTS LIST
N.VENICE,R.34275
P.O.BOX 152E nt
U ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
_
CMcIW pet NOKOMIS,FL 34274 °' `�' &k p'e4o/h il,e
FX 212WOJ.J. 323NB Vis16lY HR710 NTS Q ✓ 11 4127-10 A.LYNN MUTER P.E.
G P.E.V 58705
x1.513-�{
062 1.187 r- I .040 738
3.152 1.443-1. 73L-17 .062
O SASH STOP COVER
�3 T .062 3A90 4 #4053,6083.75
1.1122
2.710 2.7101
O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER fT�-2.7sa�
#4102A,6063-T6 #4136,6063-T6 #4137,6063-T6
1.363
.062
061 1.161 7 .062 13 FLANGE FRAME JAMB
I-II�-.062 L= #4002A,6063-T6
.490 437 (►1.403
�-1.451--{ 71411
O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL
#4025,6063-T5 #4131,6063-T6 #4054B,6063HD-T6
.062
—17 2.326 � �9 .050 I
,'783 .062
II_ i I I .678
1.349--] , ( 1.081 �+- 1291+1 1.0964--{
O SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" eRoaucTrEvlseo
216063-T5ns wmplyiug with dre,6lorida
#4133,6063-T5 #4006D,6063HS-T6 #4126,6063 TS #40396,6063 T5 t3uitding Codc l� 21
Acceprauee No LSU
Ex ireliun Offie
.050
�tiao:i Rodvet Contrd
678 .678 678 .683 .050
1096-f+—�-{ .050�15��
1.096�r ,.,,5-�- - ►�� ,.097
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 #985C,6063-T5 #4067.6063•T5
(USED W/GRILL KIT) (USED W/GRILL KIT)
1070 TECHNOLOGY DRIVE EXTRUSIONS
N.VENICE,FL 34275 rma •f r��''„".! ,`,;
ewer t'2126VO6
ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1520 ALYNN MILLERP.E.
aisaa NOKOMIS,FL34274 1/trilfly BetterHalf 7 d 11 4127-10 G P.E.H 58705
K J.J. 323/08
ANCHOR QUANTITIES,XOX 114112-114 WINDOWS TABLE A 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 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5)
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
to 1m Ien m iN !m 2.GLASS TYPES:
1m 'm m FOR INSTALLATION IN THE HVHZ ABOVE 30
WINDOW SIZE HEAD&SILL. HEAD&SILL f HEAD&SILL 1E HEAD&SILL 1 M HEAD&SILL: HEAD 8 SILL j A 5116"LAMI-(1/8'A,.090,118'A)H FT,GLASS TYPES G-L SHALL HAVE A
W v. 1' 1' ;� 1' : B.5/16"LAM]-(1/8"A,.090,1/8"HS)
C.5/16"LAMI-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
53.125x38.375 1+C2+1+C2+11 2 1+c2+1+C2+11 2 1+C2+1+C2+11 2 1+c2+1+02+1;2 1+C2+1+C2+11 2 1+C2+1+a+1?2 D.7116"LAMI-(3/16'A,.090,3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED.
48,000 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1�3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 E.7/16'LAM[-(3/16"A,.090,3/16"HS)
50.625 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 F.7/16'LAMI-(3116"HS,.090,3/16" MI
s G.13116"LAMI IG-1/8"OR 3116"A((MIN.),5/16"OR 318'SPACE,5116"LAMI-(1/8-A,.090,118-A)
54.000 1+C2+1+C2+11 3 1+C2+1+C2+1:3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 H.13/16'LAMI IG-1/8"OR 3116"A(MIN.),5116'OR 3/8"SPACE,5116-LAMI-(1/8"A'.090,1/8'HS)
60.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 I. 13/16"LAMI IG-118"OR 3/16'A(MIN.),5116'OR 3/8"SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS)
1 J.13!16"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAM[-(3/16-A,.090,3/16-A)
63.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+q+11:3 K.13116"LAMI IG-118'OR 3116"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3116"A..090,3116"HS)
60.000 x 38.375 1+C2+1+C2+ti 2 1+C2+1+C2+1:2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+1 i 2 1+C2+2+C2+1 2 L. 13/16"LAMI IG-1/6"OR 3/16"A(MIN.),3/16"OR 114-SPACE,7/16"LAMI-(3/16"HS,.090,3/16'HS)
48.000 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1:3 1+C2+1+C2+113 1+C2+1+C2+1 1 3 1+C2+2+C1+11 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
50.625 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
54.000 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+1I 3 HEAD&SILL: 10 112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
60.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11;3 1+C2+1+C2+11 3 1+03+2+C3+1;3 25 MAX.FROM CORNERS.
JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C.
63.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1`•,3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+q+2+03+11 3 TABLE KEY:
74.000x 38.375 1+C2+2+C2+1 12 1+C2+1+C2+1;2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 X O X
48.000 1+C2+2+C2+1:3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1�3
1+C3+4+C3+1 3 --ANCHOR QUANTITY PER JAMB
50.625 1+C2+2+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1 1 3 HEAD AND SILL ANCHOR QUANTITY.
54.000 1+C2+2+C2+113 1+C2+1+C2+1I 3 1+C2+2+C2+11 3 1+C2+2+C2+1i 3 1+C2+2+C2+1:3 1+C3+2+C3+1 3 I. A CLUSTER OF(3)ANCHORS CENTERED
60.000 1+C1+2+C2+1:3 1+C2+1+C2+11 3 1+C2+2+C2+11.3 1+C2+2+C2+1�3 1+C2+2+C2+11 3 1+C3+2+C3+11 3 AT EACH MEETING RAIL PLUS
ANCHOR AT EACH OPERABLE VENT ENT
63.000 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C3+2+C3+1;3 1+C3+2+C3+11 3 1+C2+2+C2+11 3 1+C3+2+C3+1 1 3 PLUS(4)ANCHORS AT FIXED SECTION.
84.000 x 38.375 1+C2+2+02+112 1+C2+2+C2+1 i 2 1+C2+2+C2+1 i 2 1+C2+2+C2+1 12 1+C2+2+C2+1I 2 1+C2+3+C2+1,2 (12)ANCHORS TOTAL AT HEAD AND SILL.
48.000 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+02+1,3 1+C2+2+C2+11 3 1+C3+3+q+ti 3 (3"MIN.O.C.ANCHOR SPACING)
50.625 1+C2+2+C2+1 13 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+11 3 1+C3+3+C3+11 3
54.000 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1;3 1+C2+2+02+11 3 1+C2+2+C2+11 3 1+C4+3+C4+11 3 25 314"max.
-�(1F3"MIN.
60.000 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+2+C3+11 3 1+C3+2+C3+1;3 1+C2+2+C2+11 3 1+C4+3+CA+1:3
63.000 1+02+2+C2+1i 3 14-02+2+C2+11 3 1+q+2+q+11 3 1+C3+2+C3+11 3 1+C2+2+C2+11 3 1+C4+3+C4+11 3 9'REF. X O X
106.375x 38.375 1+C2+2+C2+112 1+C2+2+C2+11 2 1+C2+3+C2+1 2 1+C2+3+C2+112 1+C2+3+C2+11 2 1+C2+4+C2+1 2
PRODUCT REVISED
1 us-plying%ith the floada
48.000 1+C2+3+C2+11 3 1+C2+2+C2+1 13 1+q+3+C3+11 3 1+C3+3+C3+1,3 1+C2+3+C2+11 3 1+C3+4+C3+11 3 Ouitdia&Calc
s : MTG.RAIL,TYP. A cep�uce Mo/(o-O 1413
50.625 1+C2+3+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+1 3 1+C3+3+C3+1;3 1+C3+3+C3+1;3 1+C3+4+q+11 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 1a11�^D�a / ZI
54.000 1+C3+3+C3+11 3 1+C2+2+C2+1i 3 1+C3+3+03+11 3 1+C3+3+C3+1;3 1+C3+3+C3+1:3 1+C4+4+C4+1.3 (SHOWN IN TABLE KEY ABOVE) Oy
h6ami ?foda_C
60.000 1+C3+3+C3+11 3 1+C2+2+C2+1;3 1+04+3+04+1`'.3 1+C4+3+C4+14 1+C3+3+C3+11 3 1+C4+4+04+1 3
63.060 1+q+3+C3+1;3 1+C2+2+C2+1!3 1+04+3+C4+11 3 1+C4+3+C4+11 4 1+C4+3+04+1:3 1+C5+4+C3+1 3 25 314"MAX.
112"TY
111.000x 38.375 1+C2+3+C2+1 2 1+02+2+02+112 1+C2+3+C2+112 1+C2+3+02+113 1+C2+3+C2+112 1+C2+4+02+1 2
1---3"MIN.P
- -3MIN.P
48.000 1+02+3+C2+113 1+C2+2+C2+1;3 1+C3+3+C3+1 i 3 1+C3+3+C3+1;3 1+C2+3+C2+11 3 1+C3+4+C3+1 3
9"REF. X 0 X
50.625 1+C2+3+C2+1:3 1+C2+2+C2+11 3 1+03+3+C3+113 1+C3+3+C3+1;3 1+C3+3+C3+11 3 1+C3+4+q+1 3 T
64.000 1+C3+3+C3+11 3 1+C2+2+C2+11 3 1+C3+3+C3+1:3 1+C3+3+C3+11 3 1+C3+3+034-1;3 1 1+C4+4+6i+1;3 i
60.000 1+C3+3+C3+11 3 1+C2+2+C2+11 3 1+04+3+04+1:3 1+C4+3+C4+11 4 1+C3+3+C3+11 3 1+C4+4+CA+1 3 MTG.RAIL,TYP.
63.000 t+q+3+03+11 3 1+C2+z+c2+113 1+C4+3+04+11 3 1+04+3+04+11 4 1+04+3+C4+11 3 1+05+4+C5+11 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS )1} 16
1070-CHNOLOGYDRIVE ANCHORAGE SPACING,XOX 1/4-1/2-9/4
N.VENICE,FL 34275
Lltlr ate..• �- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1529 ���� male ea.e �o�y �„_
NOKOMIS.FL 34274 Visible$� A.LYNN MILLER,REF.K. =aW J.J. 3234A6 HR7f0 NT$ 8 d 11 4127-10 G P.Ep 58705
ANCHOR QUANTITIES XOX 113-1/3-1/3 WINDOWS TABLES 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. ANCHOR TYPES:
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-114"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5)
1m ' m ko iN 1m 2.GLASS TYPES:
WINDOWSIZE HEAD&SILL i2' HEAD&SILL im I.
'm HEAD&SILL 112 HEAD&SILL i� HEAD&SILL i HEAD&SILL'f A 5116'LAMI=(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30
W v H 1� < ;- B.5/16'LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A
46.000x 38.375 1+C2+1+C2+11:2 1+C2+1+C2+1 i 2 1+C2+1+C2+1!2 1+C2+1+C2+1 2 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 THE DP AND
48.000 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+1.3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 D.7116"LAMI-(3/16'A,.090,3/16"Aj ANCHOR QUANTITY REMAIN UNCHANGED.
E.7116'LAMI-(3116"A,.090,3/16"HS)
50.625 1+C2+1+C2+11 3 1+C2+1+C2+1!3 1+C2+1+02+1I3 1+C2+1+C2+1 3 i+C2+1+C2+1;3 1+C2+1+C2+11 3 F.7/16"LAMI-(3116"HS,.090,3/16"HS)
54.000 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1 i 3 1 1+C2+1+02+11 3 G.13/16'LAW IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5116"LAW-(118"A,.090,1/8"A)
60.000 i+C2+1+C2+1 j 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3P1C2+1+C2+'
i 3 1+C2+1+C2+1;3 H.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5116"OR 3/8"SPACE,5116"LAMI-(1/8-A,.090,1/8"HS)
63.000 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 +1+C2+1 i 3 1+C3+1+C3f 1'3 1. 13116"LAMI IG-118"OR 3116"A(MIN.),5/16°OR 318'SPACE,5116"LAMI-(1/&"HS,.090,1/8"HS)
J.13116'LAMI IG-118"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAM]-(3/16-A,.090,3/16"A)
63.125 x 38.375 1+02+1+C2+1 i 2 1+C2+1+C2+11 2 1+C2+1+C2+1;2 1+C2+1+C2+1 i 2 +1+C2+1 i 2 1+C2+1+C2+11 21 K.13/16"LAMI IG-1/8'OR 3116"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3116"A,.090,3H 6"HS)
48.000 1+C2+1+C2+1 i 3 1+C2+1+02+113 1+C2+1+C2+1 j 311+02+1+02+113 +1+C2+1;3 1+C2+1+C2+11 3 L. 13/16"LAW IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116"HS,.090,3/16"HS)
50.625 1+C2+1+C2+111 3 1+C2+1+C2+113 1+C2+1+C2+1;3 1+C2+1+C2+ti3 +1+C2+111 3 1+C2+1+C2+1!3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASEDONTHE FOLLOWING
54.000 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1+C2+1+C2+1�3 1+C2+1+02+1:3 +1+C2+1 i 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
60.000 1+C2+1+C2+1113 1+C2+1+C2+ti3 1+C2+1+C2+1;3 1+02+1+C2+1113 +1+C2+1 3 1+C3+1+C3+1i3
63.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1j 3 1+C2+1+C2+1i 3 1+C3+1+C3+11 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE
25 314"MAX.FROM CORNERS
60.000x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2
JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C.
48.000 1+C2+1+C2+1i3 1+C2+1+C2+1:3 1+C2+1+02+1;3 1+C2+1+02+1:3 1+C2+1+C2+1!3 1+C2+1+C2+1113 TABLE KEY:
50.625 1+C2+1+C2+1113 1+C2+1+C2+1113 1+C2+1+C2+1!3 1+C2+1+C2+1 3 1+C2+1+C2+1113 1+C2+1+C2+1 1 31 X O X
54.000 1+C2+1+C2+1:3 1+C2+1+C2+11 3 1+C2+1+C2+111 3 1+C2+1+C2+1;3 1+C2+1+C2+1 13 1+C3+1+C3+11 3 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB
60.000 1+C2+1+C2+1113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1;3 1+C2+1+02+1;3 1+C3+1+C3+113
63.000 1+C2+1+C2+1'3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+111 3 1+C2+1+C2+1`3 1+C3+1+C3+11 3 HEAD AND SILL ANCHOR QUANTITIES
66.000x 38.375 1+C2+1+C2+1j 2 1+C2+1+C2+1.2 1+C2+1+C2+11 2 1+C2+1+C2+1;2 1+C2+1+C2+1j 2 1+C2+1+C2+11 2 ON EACH MEETING RAIL PA CLUSTER OF(3) LUS(1NTERED
48.000 1+C2+1+C2+1;3 1+C2+1+C2+1!3 1+C2+1+C2+1;3 1+C2+1+C2+1 11 3 1+C2+1+C2+1i 3 1+C2+1+C2+li 3 ANCHOR AT EACH OPERABLE VENT
50.625 1+C2+1+C2+111 3 1+C2+1+C2+1 311+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C3+1+C3+11 3 PLUS(1)ANCHORS AT FIXED SECTION.
54,000 1+C2+1+C2+111 3 1+C2+1+C2+1 11 3 1+C2+1+C2+11 311+C2+1+02+11!3 1+C2+1+C2+1 11 3 1+C3+1+C3+1 11 3 (9)ANCHORS TOTAL AT HEAD AND SILL. _
60.000 1+02+1+C2+113 1+C2+1+C2+1 11 3 1+C2+1+C2+1 j 3 1+C3+1+C3+11 3 1+C2+1+C2+1 11 3 1+C3+1+C3+11 3 (3"MIN.O.C.ANCHOR SPACING)
63.000 1 +1+C2+11 3 1+C2+1+C2+111 3 1+C3+1+C3+113 1+C3+1+03+1•;3 1+C2+1+C2+11.3 1+C3+1+C3+113
74. x 8. 1+C2+1+C2+t j 2 1+C2+1+C2+111 2 1+C2+1+02+112 1+C2+1+C2+1;2 1+C2+1+C2+1;2 1+C2+1+C2+1'2 25 314"MAX.
48.000 C2+1+C2+113 1+02+1+C2+113 1+C2+1+C2+1113 1+C2+1+C2+13 1+C2+1+C2+13 1+C3+1+C3+1;3 -�{�--3'MIN.
50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1!3 1+C2+1+C2+1:3 1+C3+1+C3+113
54.000 1+C2+1+C2+13 1+C2+1+C2+1!3 1+C2+1+C2+113 1+C2+1+C2+1113 1+C2+1+C2+1i 3 1+C3+1+C3+113 9"REF. X O X
60.000 1+C2+1+C2+1;3 1+C2+1+C2+1j 311+03+1+C3+113 1+C3+1+C3+1j3 1+C2+1+C2+1i 3 1+C3+1+C3+1i3 PRODUCT RGV166D
:a complying uilh Ilse Florida
63.000 1+C2+1+02+113 1+C2+1+02+1!3 1+C3+1+C3+11 3 1+C3+1+C3+111 3 1+C2+1+C2+11 3 1+C3+1+C3+1i 3 QuildmgCode
64.000x 38.375 1+C2+1+C2+111 2 1+C2+1+C2+1.2 1+C2+1+C2+1;2 1+C2+1+C2+1!3 1+C2+1+C2+11 2 1+C2+1+C2+1�2 MTG.RAIL,TYP. Acap'aaca^lo
48.000 1+C2+1+C2+1113 1+C2+1+C2+113 1+C2+1+02+113 1+C2+1+C2+ti3 1+C2+1+C2+111 3 1+C3+1+C3+1 3
EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS
50.625 1+C2+1+C2+1i 3 1+C2+1+C2+1j 3 1+C2+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C3+1+C3+1;3 (SHOWN IN TABLE KEY ABOVE) By
Miami aPmdn-°tC
54.000 1+C2+1+C2+13 1+C2+1+C2+111 3 1+C3+1+C3+1113 1+C3+1+C3+13 1+C2+1+C2+111 3 1+C3+1+C3+13
60.000 1+C2+1+C2+1;3 1+C2+1+C2+111 3 1+C3+1+C3+113 1+C3+1+C3+11 4 1+C3+1+C3+111 3 1+C3+1+C3+1 31
25 3/4"MAX.
63.000 1+C3+1+C3+1113 1+C2+1+C2+1,3 1+C3+1+C3+1 3 1+C3+1+C3+1i4 1+C3+1+C3+13 1+C4+1+04+1'4 1 1/2'TYP.
If3-MIN.
86.437x 38.375 1+C2+1+C2+112 1+C2+1+C2+1!2 1+C2+1+C2+112 1+C2+1+C2+1113 1+C2+1+02+1112 1+C2+1+C2+112 _
48.000' 1+C2+1+C2+1 3 1+C2+1+C2+111 3 1+C2+1+C2+113 1+C2+1+02+ti3 1+C2+1+C2+1i 3 1+C3+1+C3+113 9"REF. X [i:T_x_
50.625 1+C2+1+C2+1'3 1+C2+1+C2+1j3 1+C2+1+C2+13 1+C2+1+C2+1113 1+C2+1+C2+113 1+C3+1+03+1 3
54.000 1 C2+1+C2+1i3 1+C2+1+C2+11,3 1+C3+1+03+113 1+C3+1+C3+1i3 1+C2+1+C2+1'3 1+C3+1+C3+1i3
60.00D 1+C2+1+C2+13 1+02+1+C2+1 3 1+C3+1+C3+113 1+C3+1+C3+1;4 1+C3+1+C3+1�3 1+CA+1+C4+1!4 MTG.RAIL,TYP.
63,000 1+C3+1+c3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+11 3 1+C3+1+C3+1j 4 1+C3+1+03+11:,3 1+C4+1+C4+111 4 EXAMPLE CLUSTER W! QTY.OF(4)ANCHORS G )�j'.l
mar or R„y„a 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,XOX 1/3-1/3-1/3
N.VENICE,FL 34275
ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1529
NOKOMIS.FL 34274 1�&lbly Bctttr A.LYNN MLLER958705 RE
u RK V%1 v.d.j m: HR710 NTS 9 all 4127--10 G P.E.ft 58705
F.IG 72&'UB J.J. 923/06
ANCHOR QUANTITIES,XO&OX W TABLE 6 NOTES:
GLASS TYPE GLASS TYPESC,D,E,F,I,J,K,L 1. ANCHOR TYPES:
ANCHOR TYPE 2.3,WOOD 2,CONC 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:
j
Im
J m Jm Q J I m J !m QJ � ( )WINDOW SIZE m A.5/16"LAMI- 118"A,.090,1/8"A FOR INSTALLATION IN THE HVHZ ABOVE 30
D O D
y g to 2 N ! m- W (0 N W B.5/16"LAMI-(1/6"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A
W V m ,p ' _,p < S,p ! ' _ ,p i' =ep j Q = ,s C.5/16"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
37.000 X 38.375 1+102+1 2 1+102+1 2 1+102+1 i 2 1+102+1 i 2 1+102+1 i 2 1+102+1 2 D.7/16"LAMI-(3116"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
E.7/16"LAMI-(3116"A,.090,3/16-HS)
48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 j 3 1+C2+1; 3 1+C2+1 3 F.7/16"LAMI-(3/16"HS,.090,3116"HS)
50.625 1+102+1 3 1+102+1 3 1+102+1 3 1+102+1; 3 1+102+1 1 3 1+102+1 3 G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 318"SPACE,5/16"LAM!-(1/8"A,.090,1/8'A)
H.13116'LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8"A,.090,118"HS)
54.000 1+C2+1 3 1+C2+1 3 1+C2+1; 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 I. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS)
60.000 1+102+1 3 1+102+1 3 1+103+1 3 1+102+1':, 3 1+CZ+1 3 1+q+1 3 J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A)
K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"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 3 1+C3+1 3 L. 13/16"LAMI IG-118"OR 3/16"A(MIN.),3116"OR 114°SPACE,7118"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+1 j 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+1'i 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
50.625 1+102+1 3 1+102+1 3 1+103+1 j 3 1+102+1 i 3 1+102+1 i 3 1+q+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
54.000 1+C2+1 3 1+C2+1 3 1+03+1 1 3 1+C2+1. 3 1+C2+1;1 3 1+q+1 3 1 B 314"MAX.FROM CORNERS.
60.000 1+C3+1 3 1+C2+1 3 1+C3+1 j 3 1+C3+11 3 1+C2+1; 3 1+C3+1 3 JAMBS: 9'MAX.FROM CORNERS AND 221/2"MAX.O.C.
63.000 1+q+1 3 1+C2+1 3 1+C3+1; 3 1+C3+1 i 3 1+C2+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+1;: 2 1+C2+1 j 2 1+C2+11 2 1+C2+1 2 2+103+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+1; 3 1+q+1 3
50.625 1+C2+1 3 1+C2+1 3 1+C3+1 j 3 1+C2+1! 3 1+C2+1; 3 1+q+1 3 HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF(3)ANCHORS
54.000 1+C3+1 3 1+C2+1 3 1+q+1! 3 1+C3+1 3 1+C2+1 i 3 1+q+1 3 CENTERED ON THE MEETING RAIL
60.000 1+C3+1 4 1+C2+1 3 1+q+1 3 1+q+1 4 1+C2+11: 3 1+C3+1 3 PLUS(z)ANCHORS AT OPERABLE
63.000 1+C3+1 4 1+C3+1 3 1+C4+1; 3 1+C3+1 4 1+C3+11 3 1+C4+1 3 VENT AND FIXED SECTION. (7)
ANCHORS TOTAL AT HEAD AND SILL.
60.000 x 36.375 1+02+1 3 1+C2+1 2 2+C2+2, 2 1+C2+1 3 1+C2+1; 2 2+C2+2 2
48.000 1+C2+1 3 1+C2+1 3 2+C3+2 i 3 1+C2+11 3 1+C2+1 3 2+C3+2 3
(3-MIN.O.C.ANCHOR SPACING)
50.625 1+C3+1 3 1+C2+1 3 2+C3+21 3 1+103+111 3 1+C2+1 j 3 2+C3+2 3 16 3l4"MAX.
54.000 1+C3+1 4 1+102+1 3 2+C3+2; 3 1+C3+1 4 1+102+1; 3 2+103+2 3 j --11---3'MIN.
60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+q+1 4 1+q+1; 3 2+C4+2 4 s"REF
63.000 1+q+1 4 1+103+1 3 2+104+2' 4 1+q+1 4 1+q+1; 3 2+C4+2 4 x
PRODUCT REVISED
66.000X 38.375 2+02+2 3 1+C2+1 2 2+C2+2 3 2+C2+2:1 3 1+102+1 2 2+C2+2 3 o complying wi$thoFleddn
MTG.RAIL Guildm�Code
48.000 2+C2+2 4 1+C2+1 3 2+q+2! 3 2+C2+2; 4 1+102+1 i 3 2+q+2 3 A�CePl9occN0 1(n-o
50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+103+2; 4 1+C2+1 1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS °t°"°"$ 2021
54.000 2+C3+2 4 1+C2+1 3 2+C3+21 4 2+C3+21 4 1+C2+1! 3 2+q+2 4 (SHOWN IN TABLE KEY ABOVE) ,°a'; I ,duProdoct era
60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+2 i 4 1+q+11 3 2+C4+2 4
63.000 1+C3+1 4 1+C3+1 3 2+C4+2; 4 2+C3+2! 4 1+C3+1; 3 2+C4+21 4 1 18 314"MAX.
1 112"TYP.
000 8.375 2+C2+2 3 2+C2+2 2 2+C2+2; 3 2+C2+21 3 2+C2+2; 2 2+C2+213 �F-3"MIN.
+
+103+2 4 2102+2 3 2+C3+2j +103+2 4 2+C2+2i 3 2+q+2 4 ~
9"REF. X 0
50.625 2+C3+2! 4 2+102+2; 3 2+q+2 4
54.000 2+C3+2 4 2+C3+2 3 2+C4+2! 4 2+C3+2; 42+q+2;3 2+C4+2 4
60.000 2+C3+2 4 1+q+1 3 2+C4+2i 4 2+C3+2! 5 2+C3+2j 3 2+C4+2 4 MTG.RAIL _
63.000 2+C3+2 4 1+C3+1 3 2+C4+2; 4 2+C4+21 5 12+C3+2;. 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 6 ►y �6
,,,w,n 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,OX AND XO WINDOWS
N.VENRowor. OftICE•FL 34275
„w,,,. ~- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1520 , �,,, p„p y.,p7y ti.;
NOKOMIS.FL 34274 Visibly Better A.LYNN MILLER,P.E.
01 FK °i�� HR7f0 NTS 10 1 11 4127-10 G REX 55705
1 314"MIN.E.D.TYP. NOTES:
2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO
MIN.3.4 KSI ��1"MIN.EDGE NOTE 3 13/8" TAPCONS EMBEDED 13/8'MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUM DISTANCE FROM
CONCRETE MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD.
'• NOTE 1
1x WOOD a• 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 114"SS4 CRETE-FLEX WITH
BUCK, 1 #12 TRIMFIT HEAD.
NOTE 3 r
3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
1/4" 1/� THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
MAX. MAX.JJ CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
CONCRETE WOOD
ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM
NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"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 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.
1/4 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
SHIM I 13/8" 1/4'MAX.SHIM 1 1/4"MI DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
�I I MIN. I I (1.5 KSI C U)
OR 2-112"MIN.EMBEDMENT
J PER NOTE
I I II (3.4 KSI CO CRETE)
1
WOOD CONCRETE 0
ANCHOR, ANCHOR,
NOTE2 n NOTE 1 ..� ; 1 3/4" EXTERIOR INTERIOR E
I {I "MIN.EDGE ° MIN.E.D (H A &SILL DETAILS A,B,C,D, &I-1)
ON� TYP. 10,
SEE NAILING
2x WOOD BUCK,NOTE 3 1x WOO UCK,NOTE 3
INTERIOR 5/B"MIN.EDGE
DETAIL E DETAIL F MB DETAILS E,F&1) —�
EXTERIOR
TYPICAL FLANGE FRAME JAMB S ONS n 5/8"MIN.
CONCRETE WOOD v DETAIL H (HEAD)
ANC ANCHOR,
OTE 1 NOTE 2 NAILING
.131 DIA.MIN.x 2112"NAIL PRODUCT REVISED
AT CORNERS AND 5"O.C. as uomplyiog with me Florida
TYPICAL DETAILS G,H&I. / Q Buildng Codc
O + Accepnuco w 16-0 14.C3
1/4" 1/4" I I Expivatin'D 20x1
AX. MAX.
HIM SHIM I :ty
� bo
I 518"MIN.EDGE td6emi oda Tkodoct
SEE
.•'''• NAILING 1
NOT 1 1 3/8"MIN. —
1314"MIN. 2-112"MIN. SEE NAILING
MIN.3.4 KSI E.D,TYP. 1"ViN.EbGE
CONCRETE
2x W OD -
TAIL C B CK, DETAIL D 2-1/2"MIN.EMBED _ _ . •
N E3 DETAIL G(SILL) DETAIL I(JAMB)
TYPICAL F ME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS
1070 TECHNOLOGY DRIVE P -�- ANCHORAGE DETAILS `
N.VENICE,FL 34275 t�
ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1520 s.wctmt saw
�: NOKOMIS,FL 34274 Visibly Better A.LYNN MILLER,P.E.
PIC ?!28106 J.J. 323/08 HR7f0 Half 11 d 11 4127-10 G P.E.#58705
Florida Building Code Online Page 1 of 3
BCIS Home j Log In User Registration i Hot Topics Submit Surcharge Stats&Facts i Publications ; FBC Staff SCIS Site Map Links Search j
b
a
Product Approval
uSiER:Public User
Product Approval Menu>Product or Aoolication Search>A li at' i List> pplicatio a ail
a"" *��r FL# FL239-R24
faR '' Application Type Revision
Code Version 2014
Application Status Approv
*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 Technolo rive
e,1134275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens 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 DHung
Subcategory
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 08/22/2016
Date Validated 09/07/2016
Date Pending FBC Approval
Date Approved 09/08/2016
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 12/23/2016
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
1239.1 ISH-200(Nan-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0505_QZ f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/01/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 11 16-0505.02.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1239.2 ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-061.2.12b.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
( Impact Resistant:Yes 01/08/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 Il 15-0612.12b.od(
j product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER i
size,and spacing information. Created by Independent Third Party: f
Evaluation Reports
I Created by Independent Third Party:
239.3 ISH-600(Non-Impact) Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL239 R24 C CAC 16-0714,05.13df
f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/26/2021
( Design Pressure:N/A Installation Instructions
[ Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 Il 16-0714.05.pcif
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
4 Created by Independent Third Party:
239.4 ISH-700(Large Missile Impact) Aluminum Single Hung Window
Limits of Use Certification-Agency Certificate
Approved for use in HZ:Yes FL239 R24 C CAC 4.06.pdf
Approved for use cutsid Quality Assurance Contract ration Date
Impact Resistant:Yes 2021
Design Pressure:N/A nstallation In.tructlon.
Other:Please see Miami-Dade County Notice of Acceptance(NOA)fo FL239 R24 11 16-0714.06.udf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. d b Independent T .
Evaluation Reports
Created by Independent Third Party:
239.5 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.Ol.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 I1 16-0714.01.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports i
Created by Independent Third Party: j
1239.6 JiSH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window #
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.02.01'
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/03/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 Ii 16-0714.02.0
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/06/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 15-0612.11 LMI.rdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMr.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/06/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-239 R24 II 15-0612.10 SMI.pdf
_ product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.9 SH-5400(Non-Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/30/2020
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 12/23/2016
Florida Building Code Online Page 3 of 3.
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT I6-0714.04.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
r size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL239 R24 C CAC 16-0714.03.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/30/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT 16-0714.03.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
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 addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic
mail 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 with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please
click hem.
Product Approval Accepts:
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 12/23/2016
i
MIAMI
MIAMI-DADE COUNTY
ME PRODUCT CONTROL SECTION f
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RF.R) 11805 SW 26 Street,Room 208 It
BOARD AND CODE ADMMISTRATION DIVISION T(786)315-2590 F(786)315-2599 i
NOTICE OF ACCEPTANCE(NOA) www.miamidadc.Pov/ecoaomv I
PGT Industries,Ina i
1070 Technology Drive i
North Venice,FL 34275
ScoPF: I
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- I
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 AIN(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 j
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 appro nd has been designed to comply with the Florida Building
Code,including the Il locity Ilurricane Zone. t
DESCRIPTION:Serie —700"Aluminum Singl Hung Window—L.M.I. t
l
APPROVAL DOCUMENT:Drawing titled"Alum.Single Hung Window,Impact',sheets 1 3
through 11 of 11,dated 09/01/05,with revision F 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 ex i a Miami-Dade County Product Control Section.
MJSSILE IMPACT IRAME
ge and Small Missile Im ct Resistant
LABELING:Each unit ^' t,I,PI +t manufacturer's name or logo, city,state,
model/series,and followin :"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 a
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. a
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 t
displayed,then it shall be done in its entirety, i
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 NOAH 15-0519.08 and consists of this page 1 and evidence pages Fl,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0714.06 _ 1
MIAMMA®uNTY Q�)/zl��p Expiration Date: March 26,2021
Approval Date: August 18,2016
Page 1
i
7
PGT Industries,Inc.
I
I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Subu:itted under NOA No.05-1018.01 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact",sheets 1 through
I 1 of 11,dated 09/01/05,with revision F dated 05/15/16,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®NXT7M 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 ldalmis 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 I
3)Water Resistance Test,per FBC,TAS 202-94 i
..4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 s"s
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 E
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL-4957,dated 10/03/06,signed and scaled by Edmundo Largaespada,
P.E.
(Submitted under NOA No.07-0322.06)
3. Test reports on:1)Air Infiltration Test,.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 3
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.FTL-4958 and FTL-5063,dated 10/03/06 and 11/21/06,both signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No.07-0322.06)
Manuel,Perp E.
Product Control Biam(ner
NOA No.16-0714.06
Expiration Dale: March 26,2021
Approval Date: August 18,2016
E-1 3
9
d
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
B. TESTS(coNTiNuED)
4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No,FTL-4645,dated 08/11105,signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.07-0322,06)
5. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 I
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc„Test
Reports No.FTL-4649 and FTL4723,dated 10/05/05 and 08/11/05,both signed and
sealed by Edmundo Largaespada,P.E.
(Submitted tinder NOA No.05-1018.01)
6. 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)Small 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,'FAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc,,Test
Reports No.YFL-4947 and FTL4650,dated 08/11/05,both signed and sealed by
Edmundo Largaespada,P.E.
(Submitted under NOA No.05-1018.01)
7. 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 an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test
Reports No.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by E
Edmundo Largaespada,P.E.
(Suburitted under NOA No.05-1018.01)
}F
-Pj
Manuel P ez, E.
(l Product Control x iner
NOA No.16-0714.06
Expiration Date: March 26,2021
Approval Date: August 18,2016
E-2
i
f
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
ii
C. CALCULATIONS 1
1. Anchor verification calculations and structural analysis,complying with FBC-5'h
Edition(1014),dated 05/12/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted corder previous NOA No.15-0519.08)
2. Glazing complies with ASTM E1300-09
t
D. QUALITY ASSURANCE !
1. Miami-Dade Department of Regulatory and Economic Resources(RE R).
i
i
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA)
for their"Safiex 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 Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
I
F. STATEMENTS '
1. Statement letter of conformance,complying with FBC-5'"Edition(2014),dated May
16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E.
(Submitted raider previous NOA No.15-0519.08)
2. Statement letter of no financial interest,dated May 16,2015,issued by manufacturer,
signed and scaled by A.Lynn Miller,P.E. €
(Submitted under previous NOA No.15-0519.08)
3. Laboratory compliance letter for Test Reports No.FTL-4957,1 TL-4958 and FTL-
5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No.07-0322.06)
4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, 1
FTL4650,FTL-4948 and FTI-4646,issued by Fenestration Testing Laboratory,
Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. {
(Submitted tinder NOA No.05-1018.01)
5. 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.15-0519.08,issued to PGT Industries for their Series y
"SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and
expiring on 03/26/21. �du. 11
e ex,PE.
'her
NOA No.16-0714.06
Expiration Date: March 26,2021
Approval Date: August 18,2016
E-3
4
1
t
f
GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED:
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION
G OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09
•ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION
A.5116" MI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) -ALUMINUM DESIGN MANUAL,ADM-20100"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •Alslstoo-071sz-2010
B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5/16"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A
.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP
.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE OPV13(BY KURARAY AMERICA,INC.) SHEET
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1
G.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A GLAZING DETAILS............2
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3
H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5
I.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST.......................6
WITH A.090'KURARAY BUTACIT�B(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7
J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A CORNER DETAIL..............7
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX0PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE...................•B-11
K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE
OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS
WITH A.090"KURARAY BUTACITTE B Y KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M.13116"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/18"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION)
3.DESIGN PRESSURES:(SEE TABLES,SHEETS 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.
raonuc�r REVISED
5.SHUTTERS ARE NOT REQUIRED. a .m+plyiug with Ihu Rode
aaaa 3caa� 16-0 .06
Am pwoca Nu , }
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. P. ii�rai n Daly
7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL4957,FTL-4958 AND FTL-5063. .j;N,; aec rcaa+ct a+er 1�
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION , f
ALUMINUM DESIGN MANUAL
8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 1!a t t r r
9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ). \
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED.
ResO By. Out": RON�bnr:
JR 05/05/18 F ADDED SPACERS TO SHEET 2. .'•:<; r '
1079 TECHNOLOGY DRIVE GENERr4L NOTES ,,,,- ;;;a�1•..••.,.�,;:�'
N.VENICE,FL 34275 Pc- •'�•, ...i 1�::•'�..
RONW a ;T ALUM.SINGLE HUNG WINDOW,IMPACT %,''''' �%''
P.O.BOK 1529 sw.awe"e sem.: A.LYN INIIER,P.E.
-ly. D.. G,od,aa naa- NOKOMIS,FL 34274 Visibly Better
F.K. 911105 J,J. 2113107 SH700 NTS 1 u 11 4040 20 F FL P.E.#58705
Part# Description Material
0— n 0— 71 Kommeding 4SG TPS Spacer System See this
72 Opanex Super Spacer nXrWth Hot Melt Butyl Sheet for
73 Quanex Duraseal Spacer Materials
4 1/2"NOM. 1/2'NOM. 74 Cardinal A Edge Spacer
Z'
S
GLASS BITE 44 GLASS BITE REFERENCE TPqy REPORTS:FA-8717,8988&8970
70 37
70
37
1/8"ANNEALED OR HEAT STR NGTHENED GLASS 1116"ANNEALED OR HEAT STRENGTHENED GLASS
A
090 PVB INTERLAYER 090 PVB INTERLAYER
1/8"ANNEALED OR HEAT RE IGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"NOK —ff-7/16"LAMINATED
LAMINATED GLASS 1 or 82 7/16"LAMINATED GLASS 83,84 or 85
NOTE:
71-74 EXTERIOR INTERIOR LAMI IG OUTBOARD
" LS
MAYBE
(ALL SECT—IO—NS) UPGRADED TO 3/16'
— WITH NO CHANGE IN
PVB.
DESIGN PRESSURE.
KURARAY UTACITE
1J2"N
O
m.
1/2"NOM.
PVB INTERLAYER
46 GLASS BITE GLASS SITE SAFLEePVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
38 70 38 70
—.1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
—.090 PVB INTERLAYER —.090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS —3/16"ANNEALED OR HEAT STRENGTHENED GLASS
—
5116"LAMINATED —7116"LAMINATED
—AIR SPACE —AIR SPACE
—
2/8"ANNEALED OR TEMPERED GLASS —118"TEMPERED GLASS
—
13116"NOM, 13/16"NOM.
13/16"LAMI IG GLASS W15/16"LAMI (86,87,88 or 92 13/16"LAMI IG GLASS W1 7116"LAMI 89,90 or 91
PRODUCT REVISED
ALUMINUM ns complying with the rlcddR
"U'"w
'AL
P 4' &' -0
SILICONE St'16"NOM,
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA I
# ilp"I"2B
STRUCTURAL A
AM BUTYLENE
1/4'NOM. FOAM--N SEAL
SS
STRUCTURAL 3/16'NOM. 16-N .1 D.I.
POLYISOBUTYLEN— T BUTYL& SILICONE SEAL
WITH
AN '.P
WITH DESICCANT DESICCANT 16 DESICCANT ROLL
D STAINLESS 10
EXT.G EXT.GLASS EXT.GLASS
'NT
INT,GLASS INT.GLASS INT.GLASS EXT.GLASS
INT.GLASS .74 ....
KODISPACE SUPER @DURASEAL@ XL EDGE"" ',.
4SG TPS OSPACER9NXT— SPACER 74SPACER
6 h
Dft
---F-GWING DETAILS
JR 05Wf6 F ADDED SPACERS, ......
R.w or,
--OF-
VENINOLOGY I —L
T"N TECI ICE.FL 34 tIG WINDOW,IMPACT 27
P.O.S(?X 1529 ALUM.SINGLE HUNG T
S3/07 NOKOMIS,FL 34274 Visthly Bemr 7 — A.LYNN W�LER,P.E.
RX FIE" t]E�r Full 1 2 - 11 4040.20___LF FL P.E.#58705____j
111 FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT "0.
63" 66"66" 68" 70" 72" 74' TV' MEETING RAIL
B,M +80.0 -80.0, +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.01 -80.0 +80.0 -8D.0 +80.0 -80.0 HT.
A,B,M 8 +80,0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.o -80,0 +80.0 -80.0 +79.0 -79.0
62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 -"X" S H
531/8" A,B,M +80.0 -80,0 +80,0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0
UP TO 53 1/8"1 CD,E,F,G,H,I,J,K,L +60.0 -Bo.o +oo,o -80.0 +80.0 -eo.o 1+80.0 -80.0 +80.0 -KO +80.0 -60.0 +80.0 -80.0
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT w
wtR-H GLASS TYPE 38 318' 60 5f8" 1 63' 72- Tv 76
48" A,B,M +Ko 1 -80.0- +80.0 -80.0 +80.0 -80.0 +80.0 1 .80,0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL
601.
A,B,M +80.0 -60.0
L-+11-0 -80.0 +80.0 --80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0_-+70.0 -70,0 SASH
62" HST. A,B,M +EO ' .10.0 _B0.0 +80.0 -80.0 +76.9 -76,9 +70.0 70,0 +689 -68.8 +67.6 -67.6
63118" A,B,M N -E +80.0 80'0
+80.0 -80.0r+75,0 -76.0 +68.0 -Wo ... -65.5
FUPT053118-1 C,D,E.F,G,H,I,J,K,L +80.0 -Bo.o +so.o .80.0 +800 80.0 i+80.0 _a-- -- -70.0
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH-76"FLANGED AND 76*INTEGRAL FIN) WIT.
.0. MINUS
WIDTH I GLASS TYPE 17118" 1 2211116" 1 28 3116'. 1 33 3W' 1 39 6116" F-4413116" 1 60318- 1 6616116" - SASH
63118" 1 D,E,F,J,K,L'&l+80.01 -80.0 I+Bo.o I -KO 1 +80.0 1 -8 D,O 1+80.01 -80.0 1+70.0 1 -70.0 +70.0 -70.0 1-70,01 -70.0 1+70.01 -70.0 HT. HT.
MEETING RAIL
'StASS TEST REPORTS TABLE 4. SA 3H
4.511&'LAMI-(1/9'&.090,1/8"A) FTL-4647,4648,4723,4957
B.5716-"mvt-�'. FTL-4647,4648
C.5116-LAMI-(118"HS,.090,I/WHS) FTL-4647,4648
D.7/16'LAMI-(3116"&.090,3/16-A) FTI-4645,4885
E.7/16"LAMI-(3116"A,.090.3116"HS) FTL4645
F.7/16"LAMI-(3116'HS..090.3116-HS) FTL-4645 PRODUCTREVISr.D
G.13116'LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(118"A,090.118"A) FTL-4646,4723 DuEI aYc.i"A&%V'th the 1`10102
H.13/16"LAMI IG-118"T,AIR SPACE,6116"LAMI-(I/(r'A,.090.1/ff'HS) FTL-4646 �ctlbRlr---c 14.cr-
1, 13/16"LAW IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8-HS,090,1/8"HS) FTL-4646
13Y
J.13116"LAMI IG-1/8"T.AIR SPACE,7/16P LAMI-(3116-A,.090,3/16PA) FTL-4649,4650 i -c"
am
JK 13116"LAMI IG-1/8"T,AIRSPACE,7/16"LAMI-(3/16'A,.090,3/16"HS) If
FTL-4649,4650,4958 4 515", ID
IL 13116-LAM]IG-VW T,AIR SPACE,7/16"LAMI-(3116"HS,.090,3/16"HS) FTL-4649,4650
M.13118'LAM[IG-1/8"A,AIRSPACE,5/16-LAMI-(1/8"A,.090,1/8-A) FTL-5063 ;k,
NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF-64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS.
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. m:
4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY
CLOGY DRIVE PRESSURES
N.VENICE,FL 34275
I ALUM.SINGLE HUNG WINDOW,IMPACT
aremeP.D.BOX 1529 1 -
NOKOMIS,FL 34274 Visf*Bee" A.LYN'N' ULWR,P.E.
F.K. =3107 SH700 NTS 3 F
or . .. 1" t7 I
,'m 11 4040-20 FL P.E.#5
8
27=777�
531 "MAX.FLANGED WIDTH
52118 MAX.I.F.WIDTH
49 5/8"MAX.FIXED C-1
DLO(ALL) D
f - --
75^I.F.M 75 MPJ(. � 75"MAX.
O A A I.F. I.F.
SEE DLOTABLE p—J HEI T SEE DLO O HEIGHT SEE DLO C'J HEIGHT
/ j TABLE O j
7 "MAX. 76"MAX. )-jL 76"MAX.
F NGED FLANGED FLANGED
EIGHT HEIGHT — HEIGHT
SEE DLO I 36 116"
TABLE X j SASH SEE DLO X E SEE DLO X EE 4
(MAX.) HEIGHT TABLE / NO E4 TABLE /
L ---
481/4"MAX.
VENT DLO(ALL) DETAIL B DETAIL C
VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
1/1
JBtAX, 75°MAX.
I.F. ISEE DLO HEI HT E� HEI HT
SEFDLO
TABLEI O TA (02 j 76"MAX.
76"MAX.
FLANGED FLANGED
HEIGHTL L HEI HT
--- � rx0nucrrtsvlsfin
20" 20" ns complying with the FSXtda
SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH B.0 Lig C'k
HEIGHT - I HEIGHT aitPY`N I/o"O
�I
�y
B GAiami nde Product Cwi,
DETAIL D DETAIL E (J
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH)
NOTES:
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2.SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 7.
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT.
Ro„e ny.
E.-im.
107D TECHNOLDGY DRNEELEVATIN.VENICE,FL34276Rovslmx P,O.BOJ(1620 ALUM.SINGLE HUNG WINDOW,IMPACT • IJNOKOMIS,FL34274 Yklbiy Berrer dabiA1v0` s""` "'""0"°' F A.LYNIJ MILLER,P.E.
d+^'0�e w.21 SH700 NTS 4 a 11 4040-20 FL P.E.1158705
J.J. 2/23/07
Fes--2.784-►{ NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR
II OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED
1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
31 9,10,11, 5,16
MAX.
FIXED 2.710"
LITE 7,8 OR 17
DAYLIGHT 25
OPENING ^•
IF-
OUTSIDE
25 I-- -MAX.FIXED LITE DAYLIGHT OPENING
MAX.WIDTH
SECTION A-A 6
OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS _ INSIDE
23
47 50
MAX.
HEIGHT 21 2.946
OUTSIDE I HIGH
SIL( �L r2.MAX. rq
VENT
DAYLIGHT 4 48
HIGH SILL LOW SILL HEAD JAMB OUTSIDE
UTSIDE
2.710'
28 I.F.FRAME� q
\�I, —7 PRODUCT REVISED
I( m cDmptping with the PtD4ltIC
OUTSIDE B„ildiva Codd
1:
c 1. ND IG'O 14•.C?fo }
A: i' Daze t I�
53 6 S3�
Mia,ui f Mde Prtu9twt Cat ra!
'0
1
52 (LOWrSILL) A:r
63 G} (}
SEE NOTE ABOVE I64
_..jt tirlrr
3 30 12 ULTRALIFT 67
ONLY
SECTION C-C
SECTION B- LTRNAE HGH SILL RADIUSTOP `t
(LOW Sitl SHOWNN ALTERNATE
Hi
GH (HEAD DETAIL-FLANGED VERSION)
R Oak: R»wnns: 1070 TECHNOLOGY DRIVE SECTIONS
Dy: m,o: Rsx'arons N.VENICE,FL 34278
P.O.BOX 1820 �� ALUM.SINGLE HUNG WINDOW,IMPACT 1"' r., 1:10
,_.
Vrsibl Bever �°"Rv°"` ""`
D+em+&y:Dxe: cnmee .Dnb: NOKOMIS,FL 34274 y UreWgRa Rx A.LYNN MILLER,RE.
F.K. 8/1/05 J.J. 2/23/07 Stt70a Half 5 =r 11 4040-20 F FLP•E458705
ITEM DWG,# DESCRIPTION PGP# ITEM owr.# DESCRIPTION POW
I 4002A' [FLANGE FRAME HEAL) 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K
2 1155 #8 X 1.000 QUAD PN.SMS 781 POA 61 ISCREEN CLOTH 61816
3 -4003C FLANGE FRAME SILL(LOW SILL) 612226 6-3 :
— GLAZING CHANNEL(.688 X.500) 6533402
5 1626 ADHESIVE OPEN CELL FOAM PAD 7PADIS26 64 1161 1#6X1.00OPH.BUGLE TEK 706XI
6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 112-7116 LAM 62BVI 510
7 4025 SASH STOP 612244 68 4051A SASH BOT 70M RAIL(HIGH SILL) 64051
8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69- 4050A FLANGE FRAME SILL(HIGH SILL) 64050
9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/1r'.. 70 SILICONE,DOW 899,995 OR EQUIV.
10 _1080 BALANCE COVER,3/8'OR 5/8" 6BALCVR916 80 A GLASS,5/16'LAM(, 1/8"A.090 PVB,1/8"A)
" _#8 X.760 PH,PN.SMS 7834AA 81 B.GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"HS)
12 BALANCE BOTTOM BRACKET 78ALTBKT
.82 C.GLASS,5/16"LAMI.(I/8'HS,,090 PVB,1/8"HS)
13 108511086 SASH TOP GUIDE 42504 83 D.GLASS,7116"LAMI,(1/8'A.090 PVB,1/8"A)
15 - #8 X 1 PHILLIPS FLAT HEAD S.STL 78XIFPAX 84 1 E.GLASS,7116"LAMI,(1/8-A-090 P\18,118"Hs)
16 1080-1 BALANCE COVER,11/16- 6B,6LCVR670 85 F.GLASS,7/16-LAMI,(118'HS,.090 PVB,118'HS)
17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM IG;1/8"T,AJR SPACE,5116"LAM!,(1/8'A.090 PVB,I/a'A)
18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1X4-090 PVB,I/B"HS)
19 #8-32 X I12"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/16'LAMI IQ 1/8-T,AIR SPACE,5/16"LAM%(1/8"HS,.090 PVB,1/8'HS)
21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IQ I/8"T,AIR SPACE,7/16-LAMI,(3/16-A-090 PVB,3/16"A)
23 4006C SASH TOP RAIL 64006 —iO R GLASS,13/16"LAMI IG;118"T.AIR SPACE,7/16"LAMI,(3/16"A.090 P\6,3116"HS)
26 1235 WSTP-170 X.270 BACK,FIN SEAL 67S16G 91 �LGLASS�,jL6',,LAM1 IG;1/8"T,AIR SPACE,7116"LAMI,(3/16"HS,.090 PVB,3/16"HS)SWEEP26 1096 SEP LATCH 71096 92 13/16"
3,1j 6 LAM IG;1/8"A,AIR SPACE,5/16"LAMI,(1,18"A.090 P
27 1016 #8 X.625 PH.FL,SMS 7858
28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.878
30 1226 WSTP.,BULB VINYL ---6T—P249754—
34 1268 SASH FACE GUIDE 42501 .062——
31 4008 SASH SIDE RAJL 612231
35 1622 LAMI SETTING BLOCK 3/32"X25164"X 1" 71622K —1830
36 1052 LAMI IG SETTING BLOCK VX3/4"X1116" 71052K 1,55
18
37 1224 \ANYL GLAZ.BEAD BULB(THICK) 6TP247WK .062-
38 1225 VINYL GLAZ,BEAD BULB(THIN) 6TP248K
41 4039E GLAZING BEAD,5/16 LAM.GLASS. 64039B FRAME,I.F.HEAD
42 -40448 GLAZING BEAD,5116 LAM WIGRILL KIT 644703 47 #4071A.6063-T6
44 4222A GLAZING BEAD,7116"LAMI 64222
45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 FRAME, I.F.LOW SILL
46 4067 GLAZING BEAD,13116"LAM[I.G. 64067 2.908
#4072A,6063-T6
47 4071A FRAME,I.F.HEAD 64071
48 4072A FRAME,I.F.LOWSILL 64072 PRODUCTRWASED
49 4073A FRAME,I.F.HIGH SILL �--2.374 �mnplyi.8,0h th.Flofwa
64073
0u ldiug code
nm W L
I -o
50 40748 FRAME,I.F.JAMB 64074 'pole52 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .062 NOM
(e- 71
53 1008 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS By_
Miami de Pmd.t rm
54 2740. SILL LATCH(EGRESS)(HIGH SILL) 62740 4J 71 2..ill
55 1014 SCREEN FRAME(HOR.&VER.) 61014
56 1630 SCREEN CORNER KEY WIRINGS .062 NOM
71630 THICKNESS
57 1631 SCREEN CORNER KEYWOUT RINGS 71631
58 1073 SCREEN SPRING 7CASP
59 1624 SCREEN SP
LINE-.136 DIA.FOAM 61624K FRAME, I.F.JAMB
FRAME,I.F.HIGH SILL #40749,6063-T6
49 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) ct
er Data R— U.N. RE 1070 TECHNOLOGY FL
OLG3Y DRIVE PARTS LIST
N.VENICE, 34275
P.O.SqX 1529 m XL !MM— ALUM.SINGLE HUNG WINDOW,IMPACT
er oar: madaee nam: OKOMIS,FL 34274 Visibly Better
1 SH700 NTS
6 - 11 4040 20 F FL P.E.#58705
I.F.FRAME SEALANT ALONG ENTIRE JOINT
1 or 47 rl LF,FRAME
I n 2
1.36 3 I%
1-2.784 2.830 ,062 1 II II
2.330
.062
6 or 50
O FLANGE FRAME HEAD 1
94002A,6063-T6 784 1
O FLANGE FRAME�SILL (LOW) WELD
1.749 #4003C,6063-T6 I 6 or 50 ALONG
SCREW
BOSS(2)
SEALANT OR GASKET
A; AT HEAD AND SILL
1 I \
P2.7110 1 1.513-�� .738 I
.062 ,490 .040
osz
1.451 � VIEW D-D VIEW E-E
+�
(1/1&VIEW HEAD 8:SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH STOP SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION
OFLANGE FRAME JAMB O #4025,6063-T5 17 #4053,6063-T5 050
#4004,6063-T5
(USED AS RADIUS TOP HEAD) 1.165 '+- k� .678
2.326----1 1.096 1-T
-�1 1.342 1.349
r-2.27s--I� � .osz � 41 GLAZING BEAD,5/16"
ff #40398,6063-T5
2.155 1.979
.062 1.707 .062 O SASH SIDE RAIL
.062 � 31 #4008,8063-T5
FIXED MEETING RAILSASH TOP RAIL O SASH BOTTOM RAIL(LOW)
21 #4054A,6063HD-T6Q 23. 94006C,6063HS-T6 28 #4007,6063-T5 050 .050 '678
1 1.096--1 - w l
J_ O PRODUCT RCVISED GLAZING BEAD,5/16" -complying with the Florida
s78 42 RWIdin®C"de
#40448,6063-TB K gccoptauce No I�'0 14,012C
2.326--� 1098--1�►IT (USED W/GRILL KIT) L�x��irat• Date �2I
osz O 2.946s 44 GLAZING BEAD 7116" n15!»; aver,�atc�ara/#4222,6063-T5
3.446
2.636 .683 .050
.062 �I `•,
�.t;:
I'�--►
678 � :<'�.•'.;:: ;":,��; !:
,050 1.097
46 GLAZING BEAD,13116"IG
��-2.784---moi 1.115-��► #4067,6063-T5
SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16"
69 FLANGE FRAME SILL(HIGH) gg 45
#985C,6063-T5
#4051A,6063-T5 l}
#4050A,6063-T6 (USED WlGRILL KIT) E•IK�L6 �,.rr;.
Raved 1070 TECHNOLOGY DRIVE or
P T EXTRUSIONS&FRAME CORNER DETAIL
�,. uex: ReNyeM:
N.VENICE,FL 34275 ,�;�`\
R° r.o.eox tszs ALUM.SINGLE HUNG WINDOW,IMPACT
NOKOMIS,FL 34274 Vwbl Better �` 0ivM1np"" R.r. A.LYNN tv�It�ER,P.E.
om"n 6y oe�a c%aeae.Dela Y SH700 Half 7 n 11 4040-20 F FL P.E.#58705
J.J. 2/23107
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS
2-1/4"ELCO SS4 CRETE-FLEX
SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 1 58.603 64.603 1 76.000 3-#12 SCREWS
M ` p U UANCHOR TYPE: p U U p U U p U U Z Zcl� Z Z MUcli Z�Z 2 ANCHOR LOCATIONS ARE B
ASED ON THE
MO OZ OOOO FOLLOWIINGDIMENSIONS.
ZZ M Z Z M Z Z M UUU UM
WINDOW GLASS UUUNOONONO
� OU U U U
WIDTH TYPE U
1
HEAD-181/2"MAX.FROM TOP CORNERS
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS
--
H,I,J,K,L 1 12 1 1 11 1 1'2 1 1 1 2 2 2 1 j 2 21'2'.21 2 2 2 2 2 21 2 2 2 2 2 2 2 2 M CORNERS
2 212 2 2 2 2 2 2 21 3 2 j 2 3 3 6"MAX BELOW MTG15'MAX.FROM .
19.125 SILL-ANCHORS NOT REQUIRED
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
A B'M 1 12 12 1 1 1 12 2 2 1 2 212 2 2 2 2 21 2 2 2 212 212 2 2 21 2 212 212 2 2 2 2 213 2}2 31 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
.._. ..._.._. .. _.., . _,...... ......... ._.... ..._.,..... ._: ..._... . ... NOTE 2. -
H,I,J,K,L 1 21 1 1 2121 21 2221 2222122222222,122223222223222133132'233
24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
A 8 M FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
112 1111 112 1 2 112 1 2 2;2 1 2 2 2 2 2 212 2 2 212 21.2 212 213 2 2 2 2 2 3 2j2 2 3 313 2j2 3 3 ARE 1"LESS.
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS:
H,I,J,K,L 1 2 1 2 2 2 2 3 1,2 2112 21 3 11 2 2 3 2 3 2,1 2 21 3 21 3 212 2 3 3 3 2 2 3 3 314 3 2 313 3 4 31 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
32.000 1 1 1 1 1 1 1 -1112121
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
ABM MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
112 1 12 2,1 2 2 3 1 12 212 213 1 1 2 2 3 21 3 212 2 3 213 212 2 3 3 3 2 2 3 3 314 3 j 2 313 314 313 4 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE
C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN
H,I,J,K,L 212 112 212 2 3 1 2 2;3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 31 5 313 4 4 RESPECTIVE SIZE
PRESSURE FOR H
37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS
A B,M 2.2 112 211 2 2 3 1 2 21 3 2I 3 2I 2 2 3 2j 3 212 2I 3 21 3 2I 3 213 314 2 3 3 3 314 31 3 314 31 6 313 414 AVAILABLE.
PSF 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
40.000 H,I,J,K,L 22 1 221221321221323222321323213214 213333423 3435313344153344
ABM -i[2
_ I I_.. 1_ i. 1.. i. 1. 2
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 1;2 212 213 212 213 2 3 2 2 2'3 213 2'3 2113 2;4 2 3 3 3 314 2 3 314 3 5 3,3 3;4 4 5 313 414
PSF 79 TABLE KEY:
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
_ _ __ - . _. _ .. ..__
44.000 H,I,J,K,L 2222211223222321321233242133133i4213333;4 213 314 3 5 3 3 314 415 314 4 5 IDP LIMITED) 118
2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PRODUCT lnREVISED
In nt Florid.
ABM _ _ HEAD r3BlldioScnae
22 212212213222132321233242133!3342333314213 34353133144153;4415 AcenPtnnm
PSF 79 79 JAMB ABOVE 2 3 G lent ,p;Bc 21
MTG.RAIL 5g�
p E F,G, 2 2 2 2 2 2 2 2 2 2 2.. 2 2 2 2 2„ .2 3 2 2 3 2 2 JAMB BELOW M1 ae P Butt contrd—/1
nY
... ._�.. _.... .._... ....._. .... ... .. __,.. .
48.000 K,L 2 2 21 2 2 2 21 3 212 21 3 3 4 2 3 3 3 3!4 2;3 3 4 314 2'3 3 4 3 5 313 j 3;5 3 3 4'5 16 3 j 4 515 MTG.RAIL
BIM 2 -2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2
2 212 2 2 213 212 2j3 31'412[313113 314 213 314314 213 314 315 313 3 4 315 313 415 4,6 314 515 (FULL DP)
PSF 72 79 79 HEAD 2
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 3 2 3 JAMB ABOVE 2.3
53.125 H,I,J,K,L 2 2 212 2 2 2 3 2112! 4
13131' 213 314 314 2,3 314 314 3113 314 315 313 414' 416 314 4 t1 5 416 314 516 WG.RAIL
2 2 2 2 2 2 2 2 2 2 2. 2 3 2 2 3 2 2 3 2 2 3 -_ 3
B,M -- T..- - ... _. _ - _ ,.. _.. .... _. __.
JAMB BELOW
MTG.RAIL
A 2 2 212 2 2 2 3 212 2 213 314 3 4 213 314 3,4 3 3 314 315 3j3 414 415 313 4(5 416 314 415 K 6/atf�6
Baal By 0a1a RoviebnR B°.°W.":
1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/1 WINDOWS ''•'' .:::•• ,
R Y: Oats• RBYnfona: ':;. -••..
N.VENICE,FL 34275
R ,: .a�: RaNtlaaa: - I �T ALUM.SINGLE HUNG WINDOW,IMPACT `'••''°` ' '
P.O.139X 1529 I' I'
NOKOMIS.FL 34274 Vwbl Better 6"°""v°"' F
VIZ.
°'°""°"" R^" A.LYNN fv11LC�R,P.E.
VIZ.. naw, cnaa o oaw: y SH700 NTS 8 > 11 4040 2 F FL P.E.#58705
F.K. 7129105 J.J. 2/23/07
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES:
1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS
WINDOW HEIGHT 2-114"ELCO SS4 CRETE-FLEX
SUBSTRATE: cn .6U55 U 37.1U5 5 U 44.65 5 52.155 59.65 5 67.155 74.655 � 76.000
3-#12 S
CREWS
ACHOR TYPE. ❑ U U ❑ U U ❑ U U Uc ❑NU U U U Uz
WINDOzrzr0 zzmoz�zm0z' z0 zzc?Oz zM0 zzq2.ANCHOR LOCATIONS ARE BASED
ON THE
iO0 01-40040—ocli 00CNT 00c. O0 004 0 0ciO 0 0ciO0 0 FOLLOWING DIMENSIONS:
WIDTH TYPE U U U U
U U U U U U U HEAD-18 1/2"MAX.FROM TOP CORNERS
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS
_.. ._ ..-I.. _. .-_.. . t I . .__ CORNERS
15"MAX.FROM BOTTOM
H,I,J,K,L 11 1 1 1 1 1 1 212 21 1 212 2 2 2 1 2 2 2 2 2 2 2 2 21 2 2 2 2 2 2 2 21 2 2 2 3 2 21 2 31 2 3 2 2,2 3 2 6"MAX.BELOW MTG.RAIL
19'125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED
A,B,M 111 I'll 1 1 2112 211 212 212 211 2I2 212 2I2 2 2 212 212 212 212 212 212 312 2I2 312 312 2 2 3 2
3.INSTALL PER THE ADJACENT TABLE ANCHOR
PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2.
24.000 H,I,J,K,L --IFl 1 1 1 1 1 2 2 11 2 2 2!2 21 2 21 2 2'2 2 2 2 2 2'2 2 2 3 2 312 21 2 3-12-312 2 2 112 -312 212 312 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
1 1 1 1 1 1 1 212 9 1 212 21 2 2(2 212 21 2 2 2 2 2 2 2 2I 2 3I 2 3 2 2 2 3 2 3 2 21 2 31 2 31 2 212 31 2 ARE 1"LESS.
PSF 68 77 5. DESIGN PRESSURE LIMITATIONS:
1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
CH IE'K'L' 1 1 1 1 _ _ -- - ----_._ - - .."_ - __' 1'2 HOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
32.000 1 1 1 1 1 1 21 2 2;2 _2 2 2 3 21 2 212 3 3 2 2 3 3 313 3 2 3 3 31 3 212 31-3 41 3 3 2 4 3 41 3 3 2 413 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
A,B,M _1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
1 1 1 1 1 1 1 21 2 212 21 2 213 21 2 2 2 3 3 2 2 3 3 3 3 3 2 313 3;3 212 313 4;3 31 2 413 4!3 31 2 41 3 MAXIMUM DESIGN
PSF 59 67 79 PRESSURE FORTH
RESPECTIVE SIZE
C,D,E,F,G,_1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS
_ ...... . 2 .. _ -3
. ...2 i. . AVAILABLE.
37.000 H,I,J,K,L 11 1 1 1122212212232223332231333334333312 3343312434143243
A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2
1 1 1 1 1, 1 2 2 212 2% 213 212 2113 3 3 2 2 313 3 3 3 3 4!3 3j3 3I2 313 413 3 2 4 3 4.4 3 2 413
PSF 54 79 62 79
2 2 2 2 2 2 2 2 2 2 2 2
40.000 CH,I,d,K,L 121 121121 222 212 222 213 212 313 3I3 212 313 413 313 4 3 313 313 413 41413131413 4:4 313 5113
ABM 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
111111 22212212213212333132112313413334'.3313334113443 341344313513 TABLE KEY:
49
CH,I J,K GF 2 72 52 72 I.._72 _ ?._...z.. .._?._ 2_ _.?... 2 . ._.Z-- 2. -._L.. I 2. Z. ...?_ ..2 -2- -2 (DP LIMIT 117 PRODUCT REVISED
44.000 1111112222223322333j421333443134.344334344334134,43354 HEAD 3 ucompli.g with t1w Fir"
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ruildina Code
rHK
- _ - _ JAMB ABOVE 3 3 Acu uDncchk I O 14.GYo
111111 2222 2 2 3 3 212 313 314 2 3 313 414,313 413 4 4 313 413 414 313 413 414 31315 14 ['`�111101' Dete 3 4A21
45 74 51 74 79 79 MTG,RAIL V
JAMB BELOW DY `
Miami Idc YtrtdnctCa
_2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 I `
48 ppp 1 1 1 1 1 1 2 2 212 2 2 3 3 212 313 314 31 3 31 3 414 3 3 414 414 3 3 414 414 4 3 514 4'4 4 3 514
MTG.RAIL
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2
1 11 (FULL DP)
1 11 222;2 223322313 3I43�33134I43134144143I34144I44121 514 41.4 4 3 514
41 s7 46 67 76 79 HEAD `�
2. 2 2 2 2 _2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JART�ORPJ�L 21 2
53.125 1 1 1 1 1 2 2 2 2 2 2 3 3 313 3 3 4 4 3 3 414 414 313 414 4'4 313 4 4 515 4.3 5 4 5 5 4 3 5 4 JA
MB BELOW
, , .2 2_ 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3
- - -...._. MTG.RAIL
I
1 1 1 1 1 1 2 2 22 212 3 3 3'3 3';3 4I4 3 3 4;4 414 313 414 4;4 313 4 4 5114 4 3 5 4 5.4 413 614 6 y��
RsaO Br. Dat¢
ANCHORAGE SPACING,STANDARD VIEW
"vs4 ra• nswans 7070 TECHNOLOGY DRIVE •.��'.,;7.; rl'.;�,,,. j
N.VENICE,FL 34275
°°^ P.O.BOX 1529 ='��� ALUM.SINGLE HUNG WINDOW,IMPACT n' 1
NOKOAIIS,FL34274 VWbly Better sa1a1b°iL ' s'"1v0 °""'9D°' ^' A.LYNN MILLER,P.E.
Dmwn ey:Daro: cnadaj. Dat.: SN700 NT$ 9 m 11 4040 20 F FL P.E.#58705 °
F.K. 7/29/05 J.J. 2Y13/07 —
ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES:
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS
SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 1 55.925 2-1/4"ELCO SS4 CRETE-FLEX
ro 0 Oz
3-#12 SCREWS
ANCHOR TYPE: U ❑NUU 2.ANCHOR LOCATIONS ARE BASED
ON THE FOLLOWIING
Z V m N _ z Z
WINDOW 0 04N
GLASS c'Tp0 Ocli
OO 0�O0 O N ON0 ON ZO NO p0 0 OO O DIMENSIONS:
U V U V U U U U
WIDTH TYPE � ?❑
U HEAD-18 112"MAX.FROM CORNERS
19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS
- - -- - - --- - 11 1/2"MAX.ABOVE THE MEETING RAIL
K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3
24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5"MAX.BELOW FROM BOTTOM CORNERS
K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED
D,E,F,J, 1 1 1 1 1 1 _2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
32.OD0 - - - VIEW WINDOWS FROM TABLES 7.AND 8.USING THE
KI 1 1 1 r 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR
PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW.
37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 _4 4 4 5 5 4 5
WINDOWS ARE 12 5/8"MIN.TO 38"MAX.
5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -2-F2 2 2 2 2 2 2 2 1"LESS.
K,L 1 T 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 8
6.DESIGN PRESSURE LIMITATIONS:
PSF 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
... .__ _.._ ... . _ .. .._ ..
K,L 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN
PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE
RESPECTIVE SIZE AND
48.000 D,E,F,J, 2 2 2 2 2 _2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2
__ _ _ _ .. ._. GLASS TYPE IS
K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE.
PSF 71 79 1 63 71 79 64 74 66 77 69 69 TABLE 7.KEY:
53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3
_ _ ___ . .. ...__._ --. . MAX.PSF
K,L �1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7
(DP LIMITED) 112
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2
TABLE 8. JAMB ABOVE 2
SASH HEIGHT MTG.RAIL
SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106
ANCHOR TYPE. ❑ v U ❑ U o 0 0 C) ❑ v v ❑ v U ❑ 0 v ❑ U U ❑ v c, FULL DP
(a O N Z ,.. Z 0 O N Z ,.. Z M O N Z Z (7 O N Z Z �'?O N Z Z �?O N Z Z 1'?O N Z Z M O N Z z HEAD 2
WINDOW O ONO O ON O � ON O � ON 0 ON O ON O 0 ' OHO
WIDTH ❑ ❑ 3 U U 0 L) L U ❑ U . ❑ U JAMB ABOVE 4
FRonuc�r rsevls6n
19.125 1 1 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 MfG.RAIL asc ipl�ingwith lha Flcwida
24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 U,dlJuyg Cade !>✓
A�pmnaa I�al O 1
32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 Expimlion ww 21
37.000 - 79 t> r
2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 TABLE 8.KEY: ti,i;,,„, da rrod,rl coutrol�
74 MAX.PSF
40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112
2 ;..
44.000 68 78 JAMB BELOW "
2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG.RAIL
48.000 63 72 78
2 1 22 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP „
53.125 73 58 68 72 JAMB BELOW B2 �.c
2 2 1 2 2 2 1 2 1 3 3 1 3 4 1 3 4 4 3 4 5 3 4:_.__5_T_3__F 5 5 3 5 MTG.RAIL
� !tili6
Rnn4ar. Oats F",bior,a: p.�,; V; �1.:
1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,CUSTOM VIEW
N.VENICE,FL 34275 T°°` •' .
��T ALUM.SINGLE HUNG WINDOW,IMPACT '
r.o.eoxlszs �,�,, ed.: p,,,,,,�,, Fe.: A.LYNN MiLLER,P.E. '
Dz_r-. � N,s. NOKOMIS,FL 34274 Visibly Batter SH7t70 NTS 10 d 11 404020 F FL P.E.#58705
F.K. 7/29/05 J.J. 2/23/07
EXTERIOR INTERIORr-\, NOTES:
7WOOD ANCHOR
ALL HEAD AND SILL DETAIL ) 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
APPROVED 114"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX.MINIMUM DISTANCE FROM
1.3/4"MIN.EDGE (SEE NOTE 2&3)
CONCRETE A HOR ANCHOR TO CONCRETE EDGE IS 13/4".
f (SEE NOTE I& OD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR
(SEE NOTE 4) 1"MIN.EDGE 114'664 CRETE-FLEX.
3.35 KSI IN. 3,FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
CON E 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
1318" IN.,114"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
-1.3f4"MI .,114-CRETE-FLEX
OPTIONAL 1 318" INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU,WOOD BUCKS DEPICTED AS 2x ARE
WOOD BUC MIN. I 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
(SEE NOTE 4) ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
114" �1/4-T 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE
MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHI MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET
DET DETAIL B SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE
MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
TYPICALFLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
-1 1 1 1/4" 1 3/8" MULLTHROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
M-I-l,L 1/4"MAX,SHIM MIM
114"MAX.SHI 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
_T 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT
1-314"MIN ED E WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT,
E 1"MIN.EDGE EDITION.
CON ETE ANCHOR, E: WOOD ANCHOR,
FH BE W MEETING FH BELOW MEETING
H
RAIBL.( E NOTE I&3) RAIL.(SEE NOTE 2&3)
3.35 KSI IN.CONCRETE 71
I
OR 1.5 'MIN.CMU INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
Ix BUCK OPTIONAL TH SOLID CONCRETE L 2x WOOD BUCK
Z
R CMU bSUBST E(SEE:NOTE 4) (SEE NOTE 4) 15
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1911, -.-5/8"MIN.EDGE
2-112"EMBEDMENT- MAX..
SHIM 114-
WOOD FRAME MAX.
-"-WOOD FRAME SHIM
HIM
Sm,MI EDGE 140,-
MEJ 131"DIA.MIN. JoZ1
2-11T El ED x2 1/2'NAIL,
.131"DIA.MIN. AT CORNERS
x 21/2"NAI AND 5"O.C. -
AT CORNERSWOOD FRAME
O.C. I
AND S' 11111U)JI111.11 I Sir MIN.EDGE
131"DIA.MIN.
_TT
x 21/2"NAIL,
P59 MAX.
SHIM AT CORNERS
AND 5"O.C. .,2"EMBEDMENT
DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G.(SILL)
TYPICAL INTEGRAL FIN ANCHORAGE .7
6
Z t'!
7(
/
6
FANCHORAGE DETAILS 1070 TECHNOLOGY DRIVE
N VENICE,FL 34276
ALUM.SINGLE HUNG
WINDOW,IMPACT
NOKOMIS,FL 34274 Visibly Better A.LYNN ULL6',P.E.
F.K. �Ts 1 11 - 11 4040-20 F FL P.E.#58705
Florida Building Code Online Page 1 of 3
77' uti �?�sEsr� A �� ',�`�z ^a 3,c .�'r .rP" i�r�l'F9'f ,. fit-
0
G�� t
P t €
x.ia, ;�.•:,r,�u,,,W.a�..,�.aa��.;���.�,f""� -: �, rw� :is��..«.::�t;',....��`,�. .��`u�s":F"E a F.°�ti •§' .: `n<ri�__a
BCIS Home i Log In { User Registration Hot Topic ( Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map i Links !_ Search
Product Approval
�,.'.. *USER:Public User
Product Arprrval Menu>Product or Application Search>A a < ion L.st>Application Det it
MT
FL# FL251-R28
Application Type Revision
Code Version 2014
Application Status Approved
roved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and the Commission if necessary.
Comments
Archived
Product Manufacturer LNorthh
ies
Address/Phone/Email ology Drive
e,FL 3S xt22318
indistries.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 CExteriorSubcategory Assemblies
Compliance Method Listin
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 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/23/2016
Florida Building Code Online Page 2 of 3
Summary ofProducts
FL# Model,Number or Name Description
251.1 JSGD-670(Nan-Impact) Aluminum Sliding Glass Door i
Limits of Use - Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 CAC 16-067�z.Q3.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date '
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 TI 16-0629.03.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1251.2 jSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-062�.04,odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.04.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.05.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/AInstallation Instructions
Other:Please see Miami-Dade County i ice of Accepta a(NOA)for FL251 fi28 11 16-0629.05.Ddf
product performance Inform. orage e a , d an for type, Verified By:Miami-Dade BCCO-CER
size,and spacing informa. n. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 ISGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use'N/A
VHZ:Yes FL251R28 C 16-0629,06,01'
Approved for useide HVHZ.Yes tty7lss ce tract Expiration Date
Impact Resistant02/17/2020
Design Pressure: Installation Instructio
Other:Please see Miami-Da aunty Notice ceptance(NOA)for FL251 R28 11 16-0629.0 . f
product performance information,anc rage details,and anchor type, ied By:Miami-Dade BCCO- R
size,and spacing information. Create
Evaluation Reports
Created by Independent Third Party:
251.5 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.07.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.08.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.08.pdf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 ji5GD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.10.0f
! Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 It 16-0629.10.0df
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door !
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C. CAC 15-0609.10 DR.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 Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 It 15-0609.10 DR.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/23/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R2S IT 15-0612.06 LM.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0612.07 Shl.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 15-0612.07 Shl.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.92-.odf .
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI..251 R7S_IT 15-..':.21Q_Q7,,p-pf
product performance information,anchorage details,and anchor type, Verified By Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5570(Large Missile Impact), Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate I'I
Approved for use in HVHZ:Yes FL251. R28 C CAC 15-1210.01.Ddf I
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FI-251 R28 I. 15-1210.01.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
RE RE
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 addresses 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 with an 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:
[Check
Credit Card
Safe
r
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/23/2016
MIAM1•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, 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 approve described herein, and has been designed to comply with the Florida Building
Code,including the Hi 1h urricane Zone.-
DESCRIPTION: Seri s ` GD-770'Aluminum Sliding Glass Door w/90'& 135°corners—L.M.I.
APPROVAL DOCUMENT: mg No.PGT0130,titled"Series 770.Alum. SGD-LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, REbearing the Mi ade County t Control Revision stamp with
the Notice of Acceptance n er and expiration dat y the Miami-Dade County oduct Control Section.
MISSILE IMPACT RAT :Large and Small Missile Impact Resistant
LABELING: Each unit shall'bear a ent label with the,manufacturer's ame or logo, city, state,
model/series, and following statement; "Miami-Dade o o 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#15-1013.15 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
66062%
MIAWDADE COUNTY Expiration Date: February 17,2020
vjvi '� Approval Date: August 04,2016
°fit` t1� age 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by
manufadturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,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 Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc.,Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed&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)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc.,Test,Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by-Fenestration Testing Laboratory,Inc.,Test Reports No.:
FTL-5980=R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales,P.E.
(Submitted under NDA No. 09-0826.10)
Jorge NL Plasencia,P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-1
1
4
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (co=suED)
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,and TAS 202-94
along with marked-up drawings.and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory,Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
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. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMEN'T'S
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor j
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
i
E-2
i
i
f
3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (CONTINUED)
3. Statement letter of conformance, complying with FBC-5h Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
G. OTHERS
1. Notice of Acceptance No. 15-1013.15,issued to PGT Industries, Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90°&135°corners-L.M.I. approved
on 10/29/15 and expiring on 02/17/20.
1
i
Jorge M.Plasencia,P.E.
roduct Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016 r
E-3
Y
I
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Frame Min.Edge Min.
INCLUDING POCKETS & 900/135° CORNERS _ MlSU/Ja Dist. Embedment
Concrete(min.265 ksl) Head/S O/Jamb 1' 13/8"
GENERAL NOTES 1 1/4'Elco Ultacon Ungmuted CMU,(ASTM C-90) Jamb only 2.112" 1-1/4'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM C-90•min.2 kei grout) Jamb only 2-112' 1314"
2)DESIGN PRESSURES: 114"Elce 410 S.S. Concrete(min.3.35 kei) Head/SiIVJamb 1' 1:314"
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM Elt I). 2 CreteFlez tingrouted CMU,(45TH 6so) Jamb only 2.1. t-1/4'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Southern Pine(SG=0.55) Head/Sill/Jemb 1' 1.395•
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS i/ can Concrete(min.2.85 Cn Hmb body 1" tale•
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO CONTACT Ung Soul CMU ASTM D 5) Jamb oN 1' 1-114'
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 912,18-8 cr410 P.T.Southam Pine(SG=0.55) Head/SOVJamb 9178 .06
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Aluminum,°063-TS Head/Sill/Jamb 318• 0.050,
4)SHUTTERS ARE NOT REQUIRED PER FBG REQUIREMENTS,AS APPLICABLE. 3 (min.i1 thraad0n) Steel,A36.__ Head/SIIVJamb 318' .mi
Steel Stud,A653 Gr.33• Head/SIIVJamb 318' 0.0451'
5)INSTALLATION SCREWS.FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concate(min.3.275 ksi) Head/Sill/Jamb 1.1/2' 13/8^
NARROW JOINT SEALANT. 1/4"Elco 18-8 S.S. Un routed CMU,(ASTM 690) Jamb only T 1-114"
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Gator Gmuted CMU(ASTM C-90,min.2 kst grout) Jamb only 2" 2"
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southem Pine(S(3=0.55) I4ead/SI[VJemb 1' 1318"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southem Pine(SG=0.56) HeadlSiNJemb 9/16" 1-318'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS G5, Aluminum,6063-T5' Hee VSflf j mb 318' 0.063"
B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 thread.11n) Steel.A36 Head/Sig/Jamb 3/8• 0.050'
FLORIDA BUILDING CODE;AS APPLICABLE. steel Stud A653 Gr.33 Head/Si8lJemb 318' 0.0451•
TEST REPORTS:FTL-5980,FTL-5993•FTL-6001•FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
•'P-NOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT.EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2,3
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4.5
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE.....................6-14
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8
RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED.NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18.19
MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS EXTRUSIONS....................21,22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED
TABLE B,SEE DETAILS ON SHEETS 4&5 as com ftyl gwith the Florida
Glass SEE TABLES ,2&30N RATED FOR LARGE 8 SMALL Budding Code .
m Exterior to Interior) SHEETS 6,7&8 MISSILE IMPACT RESISTANCE NOA-No. 16.0629.06
G3 7/16'Laminated(2)Utes of 3116"HS Giass wlth.096'PVB Intedayer STANDARDS USED: Expiration Date 02/17/2020
•2014 FLORIDA BUILDING CODE(FBC),STN EDITION by j '
G4 7/16'Laminated:(2)U!es of 3116'HS Glass w41h.090"SG INeda e( •ASTM E7300-09 Miamiproduct Control
G4A 9116'Laminated:2)Utes of 114'HS Glass with.090'SG Intedayer
:ASTM
NDS-2012 FOR WOOD CONSTRUCTION
GS T Laminated I.G.:3116"TExledor Cap+3/8"Air Space+7/16"Laminated;(2)LBes of 3116"FLS Glass wlth.090'PVB Intedayer •ALUMINUM DESIGN MANUAL,ADM 2010
G5A 1"Laminated I.G.:Ile T Exterior Ca 6"+511Air Space+7/16•Laminated;(2)Utes cf 3/16"HS Glass with.097 PVB Intedayer •AISI-S100-07/52-2010
06 1"Laminated I.G.:3/16"TExtenor Cap+3/8"Air Space+7116"Laminated;(2)Lues of 3116'HS Glass wlth.09T SG Intedayer '
G6A 1"Laminated I.G.:1/4'T Extedot Cap+5116'Air S ce+7116'Laminated;(2)Utes of 3116'HS Glass with.090'SG Intedayer AI N'=ANNEALED ...\G NOTES: \�o,,........ ...
G7 7/16'Lom(nated(2 Utes of 311 B"ANN Glass with.090'SG Intedayer HSICE
"=HEAT STRENGTHENED 1 fit',•' P
G7A ismw Laminated:(2)Utes of 114"ANN Glass with.090•SG Intedayer "T'=TEMPERED
GB I 1"Laminated I.G.:3116"TExterior Cap+318"AIr Space+7/16"Laminated;(2)Liles of 3/16"ANN Glass With.090'SG Interlayer A: No.567 05
"PVB'=.090"BUTACITe PVB BY KURARAY AMERICA•INC.
G8A 1"Laminated I.G.:1/4"T Extedor Cap+5/16'Air Spare+7/16'Laminated;(2)Lues of 3116"ANN Glass wOh.090'SG Intedayer 'SG"=.090'SENTRYGLAEP BY KURARAY AMERICA,INC. - _
JR OSNS1201d B DED SPACERS TO SHEET f5. Lf`
-� ar• B..••"x fmdTECRMocoOrDRn E G NE ER.4L NOTES AND MAP ;�0; STATE Dr /4
ar !L VEVIC$FL 34278 ars `;;.C�• F<(),RIOP'• �?
a o�10114 ="
(94IHao•1� ES 770ALUM.SGD-LM IMPACTo-ft- ori ° d 22 PGT0130 e a 't16s7o5JR CERT DFAUM#� SGD•770 NTS i
4
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNI H LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH M.PANEL WIDTH pXXXXp.pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3, 1 13 PER TABLES 1-3 1 3 CAN BE OXXXp.
2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
KIP
i OF ANY 2 STRAIGHT CONFIGURATIONS.
Gc - IN
J JcMAX.UNIT / 14j MAX.UNIT / / 1 i a Z3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT 1 I' HEIGHT is / 1a 14 I °d o
PERTABLES 1-3 / i r R W, PER TABLES 1-3 / j "X"=OPERABLE PANEL,
i o i "O"=INOPERABLE PANEL,
a j a
"P"=POCKET
LPpera i I m POCKET I F—DETAILLETTER
_sir___; _1�T___� "w"=WOOD OR METAL INSTALLATION
1-PANEL , ,3 2-PANEL W"c"=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS 1 13 �—SHEETNUMBER
MAX.UNIT WIDTH
UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH c w NOM.PANEL WI Ac w c c DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 12 13 12 3 PER TABLES 1-3rM
1 13 1 12 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
1 Jw Jc 19 1 19 10. 14
s g 14 1a i1.:0aMAX_
UN IT 1 c 1s 19
UNI1s 1 1 ioa;
EIGHT 1 t3 19 1s 1 1 HEIGHT 1 13 19 1 t9 itieW
PER TABLES 1 3 / v TAPER BLES 1-3 i o
POCKET a rWii I / / POCKET a
Jy.._ -QI � 11 I
J..___J
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 13 1 3 13
1 13 1 13
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH w c PRODUCT REVISED
NOM.PANEL WIDTH Ac ° 3 as complying with the Florida
PER TABLES 1-3 mii
w PER TABLES 1-3 Building Code
_ 13 NOA-No. 16-0629.06
G I 13 Expiration Date 02/17/2020
1 13 1 1 Q
w 1 s w o ru MAX.UNIT is SEE By
MAX.UNIT t t 1?a 2 HEIGHT o NOTE Mla - Product control
HEIGHT 1 13 19 1 1sI a� PER 1t 2,THIS
PER TABLES 1-3 / / x it TABLES 1-3 / SHEET.
ae�= o ;
L
/ POCXET I m EXTERIOR �m 13
-sV 13
5-PANEL CONFIGURATIONS 3 1z ,3c w CORNER,T . 13
-
--
(OUTSIDE CORNER SHOWN, . _
INSIDE CORNER SIMILAR) �j T
10707ECHNO1OGrDervE EXAMPLE CONFIGURATIONS
N.VHOICE,FL 34275 na" .'a,C•�;;.I'.,t-',..
Rm"4 Oee" ROMwun' SERIES 770 ALUM.SGD-LM IMPACT ••:-•: `
(941}4541600
4m a�.e iew0o�` Ra: A.LYNN MILLER P.E. -
�JR >Q/f0/14 avoc CERT.OFAUIN.#25?J16 ® SGD-710 NTS '2 e/22 PGT0130 B P.E.#58705
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw,"Jc",'Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH ` 1w 13 12 13 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 1, 13 - \r---i PXXNBEOXXXXORXXXXp.OXXXINPOCKET CONFIGURATION
P.
G w e I
1 13 1s 1s 19 1 1a 1 i 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
1 1 C 9 s 19 1w 4 j &q OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT I a y
HEIGHT, 1 13 9 �1 9 s / I € 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96'OR0"
"X"=OPERABLE PANEL,
PocKET 1 0 "O"=INOPERABLE PANEL,
IL ,I I -s\r__-� "p"=POCKET
6-PANEL CONFIGURATIONS
3 12 3 DETAIL LETTER
MAX.UNIT WIDTHW'=WOOD OR METAL INSTALLATION
q"c!'=CONCRETE INSTALLATION
NOM.PANEL WIDTHA ac c cc �SHEETNUMBER
1' 13 13 1 13
PER TABLES 1-3 s -
till Ah 1 Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7"
13 19 is 19 1 1 DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
1 13 s 1a 19 19 1a 1s 1 1 g c PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNIT 2 a y
HEIGHT 1 13 1B 1s 19
PER TABLES 1-3 I �
/ POCKET I y
7-PANEL CONFIGURATIONS w
1 13 12 13
MAX.UNIT WIDTH
NOM.PANEL WIDTH w c PRODUCT REVISED
1Ac 1w 3 1 13 as complying with the Florida
PER TABLES 1'
- \r--- Building Coda
NOA-No. 16-0629.06
I Expiration Date 02/17/2020
13 t 19 19 1 9 19 19 4 1 I
19 1B 19 9 19 9 14 1 I p
MAX.UNIT 1 t3 o a y Nllam v roduct Control
HEIGHT 1 is 9 19 1s s t9 /
PER TABLES 1-3 � IL L/ JAL-�
POCKET
j —111 L
8-PANEL CONFIGURATIONS ,` , ,a 3 ;rO; i
rata TECKNocoornwvt: EXAMPLE CONFIGURATIONS "1-'1="•..•,:r?-�'`
ma E
N.VENICE f131275 retiX1)4804600 SERIES 770 ALUM.SGD-LM IMPACT _— o+�+m- A.LYNN MILLER,P.E.
°"" B O1 p16 CERT.OFAURi.020M ® scn no NTS 3 -22 PGTOl30 B P.E.#59705
JR 10/10.7.
GLAZING DETAILS G3 G G4, G4A, G5&G5A
7/16"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS--\ 3/16"HS GLASS--\ 3/16'HS GLASS
.090"PVB .090"SG 3/16".090"PVB HS GLASS
3116'HS GLASS 74 3116"HS GLASS 74 318"AIR SPACE 74
3/16"T GLASS
82 62
83
3/4"NOM.
EXTERIOR GLASS EXT RIOR 3G�S 3/4"NOM.
124-127
BITE BITE GLASS
BRE
I -
EXTERIOR
gp 80
78
54 54 55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9118"NO 9/16"NOM. 1"NOM.
3*-\ 74
" ASS
114"HS GLASS— 1/4•HS GLASS VB
090"PVB 090"SG SS
7a 1/4"HS GLASS 74 5/10E 741/4"HS GLASS1/482 62 3!4"NOM. 3/4"NOM. 3!4"NOM.EXTERIOR GLASS �RIOR GLASS BITE VBITEGLASSBITE PRODUCT REVISED
EXTERascomp)yingwith the Florida
Dullding Code81 81 / NOA-No. 16.0629.06
54 54Explratlon Date 02/17/2020
55
By
Mlam a Product ontro
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
GLAZING NOTES: `
"ANN"=ANNEALED
"HS"=HEAT STRENGTHENED
"T"=TEMPERED f '
"PVB"=.090"BUTACITE PV'Y KURARAYAMERICA,INC. -
"SG'=.090"SENTRYGLASF$Y KURARAY AMERICA INC.
JR 05052016 B ADDED SPACERS. 1070TECHNOLOOYDRAIE GLAZING DETAILS •''' " � '--"�'
ex 0"f¢ wraram N.VENICB FL 3(275 m,c ^;r",�..- -�••.
SERIES 770 ALUM.SGD-LM IMPACT
s�mnm.e _ — A,LYNN MILLER.P.E.
aJR 1010/14 ��" ooa. CERT.OFAMU#29296 '� sGD-770 NTS 4 122 PGTO130 "B P.E.458705
GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A)
1"NOM. 7/16"NOM. 1"NOM.
3116'HS GLASS 3/18"ANN GLASS--\ 3/16'ANN GLASS
.090"SG 090'SG
3/16"HS GLASS .090'SG 3116"ANN GLASS
3/8'AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS 82 3/16"T GLASS
—
83
83
EXTERIOR 314"NOM. 314"NOM.
314"NOM. GLASS 124-127 GLASS
124-127 GLASS BRE
BRE
BITE EXTERIOR
XT
EXTERIOR
80 I 7
7B 8
iD
r'4 55
55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/16"NOM. V NOM.
3/16'HS GLASS 3/16"ANN GLASS
.090"SG 1!4'ANN GLASS 090"SG
3116"HS GLASS .090"SG 3/16"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS 1/4'T GLASS
82
83 83
314"NOM.
124 127 314"NOM. EXTERIOR GLASS 3!4"NOM.
GLASS a 124-127 GLASS
IT
BITE PRODUCT REVISED
BITE
IXTERIORas comp)ying with the Florida
EXTERIOR Building Code
8155 NOA-No. 16.0629.06
547B 79 Expiration Date 02117/2020
55 By
Mlam- e Product Control
1"LAMINATED I.G.GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE 138A
GLAZING NOTES:
"ANN'=ANNEALED 'r
"HS"=HEAT STRENGTHENED
"r=TEMPERED
090"BUTACITEPV�BYKURARAYAMERICA,INC.
"SG"_.090"SENTRYGLAS%Y KURARAY AMERICA,INC.
�Irb
R'B osavzors a ADDEDSPACERS, to7DTECHNOIOGYDRNE GLAZING DETAILS "'=O?'.r
R"we N' m(cAfvtrGn' f+"�•,.>: �„' `
N.VENICE FL 30275 ns _
+Br zmj, _H�l
/94"0.1500 SERIES 770 ALUM.SGD-LM IMPACTa wxen ■ A.LYR4 MILLER P.E.
JR CERr.OFAUni#2929s � scur7oNTS5 422 PGTO130 B P.E.g58705
JR
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved sill Height to Max.(+)DP
configurations on Sheets 2&3) Maximum DP for all sizes:(May be limited by Table 1AA)) / 60 (Water Infiltration Rating)
For comer asbagai on 90"or 135°comer units,see sheet 11 Sill Riser Height (+)Design
Door Unit Height (Flat or Box,see Pressure,psf
Table applies to Glass BO„ �, 90- 96" Sheet 17)
Types 3,3A,5,5A,7,lA, 73-7/6"DLO 79-7/8"D O 85-7r8"DLO Flush-1-1/2' see note 3
&BA and the Stile I Astragal Anchor Group Anchor Group Anchor Group Anchor Group
types shown below. 1 2 3 4 1 2 3 4 1 2 1 3 4 1 1 2 3 4 Medium-3.1/4" +60.0
Head/Sill +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High-4" +60.0
24" DLO Jamb 8 B 8 8 B 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
23„ Head(Sill 04+1 C4+1 C4+1 C4+1 C4+1 C'4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C:4+1 04+1
v 30" DLO Jamb 8 8 8 8 8 B 8 8 8 8 8 8 8 8 6 e
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7+6 7+8 7+6
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
d 36" DLO Jamb 8 8 8 8 8 8 8 8 B B B 8V7+8
8 8 8
- P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8OH LENGTH
35„ Head/Sill 04+1 C4+1 C4+1 C4+1 C4+1 Ci4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1Z42" Jamb 8 8 8 8 8 8 8 8 8 8 B 8 8 8 BP hook +7 6+ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+13
=Headisil C4+2 CA+2 C4+2 C4+2 +2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 04+2 C4+2 C4+248" �O Jam8 888 8 8 8 8 8 O
PL G+7 6+7 5+7 6+7 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
F XAMPLE ON USI TABLE,SEE SHEET 7.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-1/2"SILL,-POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4„SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7" .
3)4",3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-VT SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED
as complying with the Florida
Building Code
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ NOA-No. 16-0629.06
Interlock P-hook Lockstile@Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135*Astragal Expiration Bato02/17/2020
Standard Stiles Standard Stile Standard Stile Standard5tile Standard Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By �.
Standard Astragal Inside miam�Product control
8 Outside Outside Corner
Corner'
Corner Outside i:4:
Insideide C°r Corner _
Parttt60(Stile)
Part#61(Stile) part#119(Out.) Part#61(Stile) -
Part#60(x2) Part#60 Part#60 part#67(Astile) Part#60 Part#118(Corner part#120(,Ou Parts#31  Part#61 /•
Receiver) (Corn.&Fxd Mount)
I�(6
10T07ECNNOLOGYDRIVE DPANDANCHORAGE - •'''`'::`:�`n ,-
r
rwrier. ram re�rra
(sifJ�1600 SERIES 770 ALUM.SGD-LM IMPACT •.: ......_; .a.
r.`..�,e —. —6 d 22 ' PGTO130 P. A.LYNN MILLER,P.E.
JRA 1NlN}4 a wm CERT,OFAUni929296 ® SGO•T70 NTS s B P.E.#56705
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(For all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-60
For comer astragal anchorage on 90'or 135•comer units,see sheet 11 (May be limbed by Table 2A)
Table applies to Glass Types I Door Unit Height
4,4A.6,8A,7,7A, 8&BA5o• 14 90" 9&" 102 1011" 114" 120'
eb
and the Stile!Aagal types 69.718"DLO 7371 DLO 79-T18-DLO 85.718'DLO B 1-718"DLO 97•!B-DLO 1037/8"DLO 109-71a'DLO
shown below. Anchor Gtaup Anchor Group Anchor Group Anchor Gmup Anchor Gmup Anchor Group Anchor Group Anchor Group
7 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
17' HeadtSlii C4+1 C4+1 +t C4+! C4+1 04+i + +1 C4+! C4+2 C4+1 C4+! +1 C4+1 CA+t C4+1 C4+1 C4+1-C-4--1 C4+1 C4+ C4+1 C4+i C4+! CA+1 +1 +1 C4+1 C4-1104-1 C4+1 C4+1
24" DLO Jamb 8 8 8 B 8 8 B B B B B 8 8 8 8 8 10 10 10 10 10 10 10 10 10 f0 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 8+9 8+9 8+9 8+9 11+0 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+/0 8+10 9+10
30° OHoad/Slll C4+i CA+i 04+1104+1 C4N C4+1 C4+7 CAN C4+1 CA+i C4+1 G4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CAN C4+1 C4+i C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1
Jamb a 8 8 8 8 B a a 8 8 8 8 8 8 8 8 10 t0 10 10 10 40 10 t0 10 t0 to 10 10 10 10 10
P-hook 6+7 D+7 6+7 6+7 7+8 7+8 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 B+9 6+9 1 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+1D 9+10
HaadlSlB C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 COI 04+1 C4+1 C4+1 C4+t C4+1 C4+1 CAN C4+1 CA+t C4+
t G4*! C4+1 CAN C4+i C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+i 04+1
5g 3a' DLO ,lamb 8 8 8 B B 8 B 8 8 8 a a 8 a B a 10 10 10 10 10 16 10 10 70 10 10 10 10 io 10 10
m P-hook 6+7 6+7 B+7 6+7 1+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+6 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 9N0 9+10 9+10 9+10 9+10 0+1019+10 9+10
c 35" NeadlSlll C4+1 G4+! C4+1 CA+1 CA+1 C4+1 C4+1 04+1 C40 C4+1 04+1 04+1 04+1 C4+1 04+1 C4+1 dQ4+1M & C4N C4+1 C4+1 Cd+1 C4+t C4+1 C4+t CS+i 05+1 C4+1 C4+1 C5+1 C6+1
a 42" DLO Jamb 8 B 8 8 8 8 8 B 8 B B a 8 B B 8 10 10 10 10 70 10 10 10 10 10 10 10 1D 10 10
Pfiook Bal 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+s 7+ti T+8 7+8 T+8 7+8 7+8 7+8 8+8 8+g 8+gB+g B+g B+9 8+9 9+10 9+10 9+ ipHeadlSill C4+2 Cq+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 04+2 G4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 CA+2 8+9 C8+2 C4+2 C5+2 C5*2 C5+2 C5+2 C5+2 C5*2 C5+2
z DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 a 8 8 !0 i0 10 !0 t0 10 10 10 !0 10 10 70 10 10 10Pfiaek 6+T 8+7 a+7 8+7 7+8 7+8 7+8 7+B 7+8 7«a 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8a9 8+9 B+9 8+9 8+9 8+9 9+10 9+10 0+70 9+10 8+10 0+10 9+10 9+10
FteadtSiti 04+2 fA+2 C4ft7. 7+8
+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2
54" D4L0 Jamb e 8 6 88Pfiook 6+7 8+7 6+ +a 7+B 7+a T+8 7+B 7+B 7+B 7+8 7+a 7+53, aNa#available in these sizes
HeadlSn C4+2 C4+2 +2 C4+2 C4+2 04+2 C4+2 IA+2 C4+2 C4+2 C4+2 + 05+2Jamb a a B 8 a 8 8 8Pfiook 6+T 6+7 6+ 8 7+B 7+8 7+6 7+B 7+B 7+8 7+8 7+B 7+ T+B
NOTES: Q= EXAMPLE ON SHEET 9
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL ` DLO WIDTH
2)WHEN USING THE 2-1/2-SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: `� NOM.PANEL WIDTH-7"
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX gii)Height to Max.(+}DP
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH DLO HEIGHT=
3)4",3-1/4'AND 2-1/2"SiLL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE i-1/2" DOOR UNIT HEIGHT-10.125"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX, Sill Riser Hei 9 fit
(+) sign w !
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR iS PROTECTED BY (Flat or$ox,see Pressure,psf Oi PANEL HEIGHT=
OH RATIO i 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 47) = OI DOOR UNIT HEIGHT-1,866"
NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see rote 3 p C3
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +46.67-
5)
46.675)DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3.1/4" +60.0 r
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH
INSTALLED. SEE NOTES 1-3 OH RATiO=OH HEIGHT PRODUCT REVISED
as complying with tho Florida
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. NO,No Co!e 16.0629.06
Interlock P-hook Lockstile@Jamb Straight Astragal Lockstile@ 90*Astragal Lockstile@ 135"A5tragal LoOZ11le@ lra
axpt7onnate02/17/2020
Assembly Straight Astragat Assembly 90*Astragal Assembly 135'Astragalj
Heavy-duty Stites Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile toy
Standard Astragal Outride Inside Mtami- a ro trot can o-
Outside Co.rderIps Lf� 4.`li Comer
4W — Comer
Insi_1:1r
ids
Corner Outside
Insc
Corner
Part#61 SCile Part#61(Stile) Part#61(Stite) -
Part#61(x2) Part#63 Part#61 ( } Part#61 Part#118(Corner Pari#179(in.) Parts#31  Part k61
Part#67(Astragal) Part#120(In,} �(- 1 _ 1
Receiver) (Com.&Fxd Mountti�,��,� -, ,
sensor germ ascw,� ;
an,®u• 11LaTa GYDRDPADANCNOWE
MNP1L3O42T6 Ip -•` -
(911)•480.1600 SERIES 770 ALUM.SGD-LM IMPACT "
—or aft adn U r Ane; sass s..e o..+asa --p,r. A.LYNN MILLER,P.E. I
JR f0/11Yf4 CERd CPAU7H.A292M sGD_ NTS 7 d 22 PGTO130 B RE#511705 l
S
I
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Heightto Max.(+)DP
For oemar astragal anchorage on 90°or 135°comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door Unit Hel ht Sill Riser Height + Design
Table applies to Glass Types 4,4A, 60' 84" 90" 96" 102" 108' (Flat or Box,see ( )
S.6A.7,7A, 8&8A and the Stile! 69-7/8"DLO 73-718°DLO 75.718"DLO 85.718°DLO 91-7/8*DLO 97-7l8'DLO Sheet 17) Pressure,psf
Astragal types shown below. Anchor Group Anchor Grog I Anchor Group AncnorGroup Anchor Group Anchor Group Flush-1-VT see note
_
—i—F-2-7 3 T 4 1 2 1 3 4 1 2 3 4 1 1 2 1 3 4 1 1 2 1 3 1 4 1 1 2 3 1 4
Desf n Pressure +/--40.0 s/ +/-u2,5 psf +/-75.0 psf Low-2-1/2" +46.67
17" Head/9iil C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+f C4+1 -1 C4+1 C4+7 Medium-3-114' +60.0
24 DLO Jamb B 8 8 8 8 8 B 8 8 8 8 8 B 8 8 8 10 10 10 10 10 10 10 10 High-4•
P-hook 6+7 6+7 6+7 6+7 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 B+9 8+9 B+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1�
Design Pressure +/-90.0 PS f +/-82.5 psf +1-75.0 Psf
30° 23° Head/S10 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 34+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 _
= DLO Jamb B B B 8 B 8 8 B 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 1 8+9 18+9 8+9 8+9 1 8+9 1 849 1 8+9
Des*Pressure +/-90.0psr +/A2.5 psf +/-75.0 psf
36" 29° Head/S61 C4+1 C4+1 C4+2 C4+2 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1104+1 C5+2 C5+2 C4+1 C4+i C5+1 C5+1 C4+1 C4+1 C5+1 05+1
Q. DLO Jamb 8 8 B B C4+1 8 B B B 6 B 8 B 8 8 10 8 10 10 10 10 10 10 10 10
P-hook 6+7 6+1 6+7 6+7f 7+8 1 7+6 1 7+8 1 7+5 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 8+9 6+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9
z Design Pressure +/-90.0 psf +/-82.5 psf +1.75.0 pst OH LENGTH �-
42" 35° HendlSill C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2=2�
C5+2 C5+2 C5+2 C6t2
DLO Jam; B B 8 8 8 8 B B 8 8 10 8 8 8 10 8 10 10 t0 10 10 10P-hook 6+7 7+B 7+8 7+8 7+8 7+11 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 1 8+9 1 8+9 1 8+9 6+9 W
Design Pressure +/--90.0 psf See Note A belovt +1$2.6 Pat +!-7E.D psf = Q O H RATIO 21
48" 41° Head�S#1 C4+2 C4+2 C5+2 C5+21C,4+21 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 06+2 C5+2 C5+2 C6t2 C6+2 C5+2 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 p
DLO Jamb 8 8 8 8 8 8 10 B 8 8 10 8 8 8 10 8.1 10 1 10 1 10 1 10 1 10 1 10 10 10 1
P-hook 6+7 1 7+8 1 7+6 1 7+8 7+8 1 8+9 1 8+9 1 8+9 13+9 1 8+9 1 8+9 1 8+9 )1 8+9 9+10 9+10 1 9+10 1 8+9 9+10 9+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&BA; +/-87.1 FOR GLASS TYPE 7
NOTES: OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH OH HEIGHT
2 WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER =
NOM.PANEL WIDTH-7"
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL•POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. - DLO HEIGHT=
3)4',3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRA'T'ION. DOOR UNIT HEIGHT-1.866"
4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION.
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED
as complying with the Florida
oa-rl
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. NOA-ng Code
Straight Astragal Lockstile @ 90•Astragal Lockstile @ 135-Astragal Lockstile @ o. 16.0629.06
Interlock P-hook Lockstile@Jam; Assembly Straight Astragal Assembly 90°Astragal Assembly 13S"Astragal ExprrattonDate 02/17/2020
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By
Inside Mlaml- roduet Contrar
Heavy-duty Astragal Outside Comer
Outside Coyne
Corner
Inside
Corner Outside '?•,1' �''" "
Insidelde C° Cotner
Part 461(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile)
Part 461 Part#61 part#68(Astragal) Part#61 Part#118(Comer
Part#61(x2) part#120(in.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount)
1070TErdit loorvat� DPANDANCHORAGE
er a.e _f__
, :,•
N.VENICE FL 31773 nt
SERIES 770 ALUM.SGD-LM IMPACT '
sof s,wr 8 22 d a-.- A.LYNN MILLER,RE
JR 10/10/14 CERT.OFAUTH.B1#2.W6 ® SOo-nO NTS PGT0130 B P.E.#68705
NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTHDETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"CB" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
THIS POCKETS AND 60"NOM. CLUSTER,SEE 1
SHEET SEE POCKET 8 P-HOOK + \ PANEL WIDTH DETAILS,SHEET 11 x
!l1�1��� x
( ) r_______ _ x x x x x x 6'MAX.
JAMS MOUNTING I x x x x f x x x x x x x
INSTALLATION, ADAPTER I 6"MAX. ( x x x x x xx x x x x
THIS SHEET ANCHORS MIDWAY 1I I
° &SHEET 14 BETWEEN P-HOOK I°I 3 MAX
4 PAIRS OF
I ANCHORS&AT 3" i 1 I® ° x=FRAME x x ANCHORS
;:• 1 FROM TOP& i ®i ,I I ANCHORS 96 (TOTAL 8
,1 BOTTOM I o 14 I I_' 1 o UNIT 21 ANCHORS)
>N MAX.O.C. T�� HEIGHT O.C. PER JAMB
4.051" MAX.TO OPENING ti ®I 14•MAK O.C. n e=P-HOOK x (SEE JAMB
EDGE OF POCKET SEE I O ANCHORS x
INSTALLATION i Z DETAIL
DETAILS'Jc'&'Kc', jm� ° m°=P-HOOK BELOW)
END PANEL SHEET 14&PART �� 101 i i ;U MOUNTING x
ANCHORAGE DETAILS'J"&W. I)<y 1 i I ° 3•MAX. ADAPTER
24"MAX. (2 ANCHORS) SHEET 19 FOR j n J- u I ANCHORS x % --��777T••
O.C. P-HOOK -----6-MAX
x x - xx x x �xi END PANEL
+2" ANCHORS END PANEL x' x x x x x x x x x x' x 6'MAX ANCHORAGE(SEE
ANCHORAGE "-% x' x xx x x' - „+2' � 2" SKETCH BELOW)
ANCHORAGE
le 1
(5EE Sfd_TCH BELOVI� "+2" "+2" "+2" ANCHORAGE ANCHORAGE
CENTERLINE 6"MAX• • ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04'
24'MAX. EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX(XXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
i'— I 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: EXT HEAD OR SILL IF A SPLICE
80" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21• OCCURS AT THE P-HOOK.
NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX,
PANEL - SEE"CS"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE D.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY JV64"
"+2'ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT rE x� 6"MAX. PRODUCT REVISED
3.5' REQUIRED AS PER THE FIGURE AT RIGHT: � +� ascome 11g] with the Florida
X.
CENTERLINE JAMBS&P-HOOKS;6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAANCHOR 2-TRACK NOIR No, 0 16-0629.06
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR Expiration Date 0211712020
REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL s
CENTERLINE CENTERLINE
C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE Miami a rotluet Con ro
• I DETAILS,SHEET 11 FORASTRAGAL (2 ANCHORS) 8"
ASTRAGAL
4.051" INTERLOCK l 3.5" I MAX.
• [ILI Z84 z z z Z. v •' • te:
a - - 'N.
EXTERIOR \j/1- CENTERLINE "+2"ANCHORAGE L�CENTERLINE "+2"ANCHORAGE (_CENTERLINE
I OF PANEL 3 I OF PANEL 4 I OF PANELS
—SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
Ra sr # Fewma: 1070 TECHNOLODYDRIVE ANCHORAGE SPACING&EXAMPLE PLANS ...
N.VENICE FL 3)275 rmx '•.'.
79m_.r x (901)460.1600 SERIES 770 ALUM.SGD-LM IMPACT
oer": am.rcd• s.r..v— I ---
a"+v� A.LYNN MILL M P.E.
JR 10//0/14 CERT.OFAOTH.PL9296 SGb77D NTS 9 a 22 PGT0190 B P.E.0 58705
TRAGAL OR IAG.
ASTRAGAL OR ION ASTRAGAL OR OR SPLICE SPLICE L ATION 2 pq^
INTER IF NEEDED INTE <�i CONDITION,USE INTERLOCK IF NEEDED 2 "
CE RLINE I RL NE CLUSTERDETAI CENTERLINEEll
•+– 1.76" EXTERIO 6"DIAG,
3.5" 7" 7.
1.75" 3.5" 21„
COLA 4"DIAG. MAX'
O.C. EXTERIOR
2.04 2.04" .04"
.64" AX.
EXTERIOR 3.5" T•—► EXTERIOR 4"DIAG. 7" EXTERIOR 7" 3•.6 O.C.
�l �l 7" 6"MAX.
v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/ IL 5.64"
AA RAGALOR INTERLOC ft ASTRAGAL OR INTERLOCK/ ASTRAGAL OR INTERLOC �2 TRACK
(USE WHERE 4 CLUST (USE WHERE 5 CLUSTER (USE WHERE 6 CLUS FRAME JAMB
ANCHORS ARE REQU "C4^) ANCHORS ARE REQUIRED, 5") ANCHORS ARE REQUI ,'C6") 6"M
ANCHOR PAIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAG R (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-�IF NEEDED INTERLOCK CONDITION,USE INTERLOCK-IF NEEDED2'04' EXTERIOR
ANCHOR PAIR
CENTERLINE I CENTERLINE I 'C6"CLUSTER DETAIL) CENTERLINE 3.5.
3.5" 3.5" 7' 11
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT.OR INT.
e 2.04" _ } 4"DIAG. MAX- TRACK(INT.SHOWN)
Z4.08. 4.08" O.C.
2.04"
U)64NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR 7,. EXTERIOR 7" 4"DIAG. EXTERIOR 3.5" ALLOWED.BASED ON MIN.
nn 3.5" 6"MAX.
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL V 3-TRACK FRAME HEADISILL 2.FOR HEAD OR SILL SPLICE
aASTRAGAL OR INTERLOCK INTERLOCK ASTRAGAL OR INTERLOCK INTERLOCK (a ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED
I (FOR SPLICE CONDITION,DO NOT CONDITIONS ONLY:
INTERLOCK-.4—IF NEEDED INTERLOCK I CONDITION,USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION
CENTERLINE I CENTERLINE I •C6"CLUSTER DETAIL) CENTERLINE IF NEEDED
— 1.75" 3.5^ 3.5" PRODUCT REVISED
3.5" 3'8' 7W3.5'
as Buildin91y1ngewith the Florida
OA-N.. 16-0629.06 16.0629.06
2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" Exaltation Dale 02/17/2020
ey
2.04" 7'DIA
4.08"4"DIAG. I 2.04"
EXTERIOR EXTERIOR 7" EXTERIOR 7' 3.5" =
4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL
fASTRAGALOR INTERLOCK INTERLOCK ASTRAGAL OR INTERLOCK INTERLOCK ASTRAGAL OR INTERLOCK
INTERLOCK - 1�°•''``i'`
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED•"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION
romrECNNaoeroRrve ANCHORAGE,EXAMPLE CLUSTERS .... _ i
N.VEAOCL'FL 347!5 rmr
. Isayr9a rc90 SERIES 770 ALUM.SGD-LM IMPACT
WA�a� o°ro: arurombt�a°.o,cx. n."^'" A.LYNN MILLER P.E.
JR rarar4
CERi OFAVni.MZ719B soo-no NTS f0 a22 PGT0130 B P.E1l 58705
2.04" 2.04" INTERIOR 2.04" 4NTrR'OR2.04' NOTES,
INTERIOR INTERIOR 1.ALL DIMENSIONS SHOWN
4"DIAG. 4"DIAG. 8 943.5" AR OWED DON MINIMUM
1.12" 6.12"INTERIOR 7" INTERI0 Q2.DETAILS DEPICTANCHOR
INTERIOR QUANTITY AND SPACING,
90° . 1 ° EXTERIORAND WOULD BE IDENTICAL
7EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
3.5° 3.5" 4 3.5" EXTERIOR
" VANCHOR
4° 7" EXTERIOR 4„ 2.042.04° EXTERIoa 2.04" 2.04" 94"
EXTERIOR
90°CORNER 90°CORNER. 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL
ANCHORS ARE REQUIRED,"�AD ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"�qD ANCHORS ARE REQUIRED,"C6")
4.08"
+2"ANCHOR
INTERIOR *RIOR
EXTERIOR
'+1"ANCHOR 2.04"
4" 4"DIAG.
INTERIOR 3.5" INTE
3.5° I
90° 7" CENTERLINE
EXTERIOR OF PANEL
4.06" 4.06 "+3"ANCHOR
5.37 G. 2.04"3.5" 4" OFPANEL 4"DIAG.
EXTERIOR 7° EXTERIOERIOR ALL °+2"ANCHOR 3.5"
90"CORNER 135°CORNER ,R VIEWS 7"
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL CENTERLINE
(C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OFPANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" INTERIOR 2.04"
2.04" 6.12„ 3.5"
EXTERIOR , CENTERLINE
4" INTERIOR 5'88° OF PANEL PRODUCT g REVISED
INTERIOR g0° 135° "+3"ANCHOR BuildingiCodewlth the Florida
q" 3.5" 2.04" NOA-Io. 16-0629.06
7"
Expiration Date 02/17/2020
G 3.5" 4.08" Dr
6.12" 4"D 6.12" Mlam-D�roduct ConVolControl
7" EXTERIOR
U
2.04" 3.5" 4" 4"DIAG. 3.5' 3.5"
7" EXTERIOR 4" CENTERLINE
EXTERIOR t� 1.`-`•'tet 3' '•.��.
90°CORNER 135°CORNER 2.04" I OF PANEL
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
("C8"ANCHOR CLUSTER REQUIRED _:ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) 6
o� 1070 TECHNOGOGYDRIVElj� ANCHORAGE,EXAMPLE CLUSTERS
N.VE IM FL 34275 rrs .:.
xmywo �,OrN�4W0 SERIES 770 ALUM.SGD-LM IMPACT
owner��. � rm. s"roTae,t rffi: s^"°" a.wmrs°. R^' A.LYNN MILLER,P.E.
JR 10/10/14 CERT.OFAUTN,*`29296 m SGG-770 NT3 11 d 22 PGT0190 B P.Ep58705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1/16"' 2-1N6"• 2-1116'• NOTES:
EXTERIOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS
a _r i MAX MAX. MAX. SHOWN ARE BASED
7! SHIM EXTERIOR F SHIM F SHIM ON MIN.ALLOWED.
EMBEDMENT: T r j 2.METAL OR WOOD
J 1 SUBSTRATES MAYBE
SEE TABLE A, USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHORTYP., METAL TYR, SMS ANCHOR TYP., SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
ja 2 TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD "DIAGONAL O.C.
Aw WOOD INSTALLATION gw WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHORTYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) 1 SHEET 1 1
SHEEi1
(1/4"MAX.)
_L 1
...�, :.. ,.:...•.. (1/4"MAX)
EXTERIOR I EXTERIOR EXTERIOR IT
I LEMSEDMENT:SEE
1�32-1/16"• r <:1TABLE A,SHEET 1
2-1116"" 2-1/16-
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
126 2-TRACK E SILL
WOOD INSTALLATION e WOOD INSME SILL 3-TRACK TALLATION LATION METAL INSTALL
0
0 INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 �
EMBEDMENT:SEE I
TABLE A,SHEET 1 EDGE DISTANCE:
SEE TABLE A,
EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED
-�1
TABLE A,SHEET 1 EDGE DISTANCE: SEE ANCHOR as CompY/In with the Florida
n
NOTE 4,SHEET 1 Bugding2X WOOD e
EDGE DISTANCE: 2X WOOD I I SEE TABLE A, NOA-Io. 16-0629.06
TYP.,SEE ANCHOR HI SEE TABLE A, TYP..SEE ANCHOR SHEET 1 Expiration Data 02/17/2020
NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1
2-1/16"*
SMS ANCHOR TYP., ey
2-1/16„ SEE ANCHOR NOTES Miam roduct con
WOOD ANCHOR TYP., r 2-1116"' &TABLE A,SHEET 1
SEE ANCHOR NOTES t WOODANCHORTYP., f MIN.OF3
&TABLE A,SHEEP 1 ` SEE ANCHOR NOTES THREADS „'•"' " ,
&TABLE A,SHEET 1 EXTERIOR BEYOND THE \���`Oa1 LYPl.N q
EXTERIOR
(/
f EXTERIOR �l, METAL ��,,•'vOEPisg'•`Q
1/4"MAX.SHIM --41--- SUBSTRATE
1/4"MAX.SHIM
1/4"MAX.SHIM Imo ; a,56705
2-TRACK FRAME JAMB j6Eh 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB _
e WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION
rt Q 4
ae,mey. m� r+ewwnr u.dN".. ' r"7'.��T Q f •;moi-_
a° 7YEMc FLX OG 50RNE ANCHORAGE DETAILS '�;`' f'I R10Q;•' (7�
ae� ReNLm¢
/setya5atsoo SERIES 770 ALUM.SGD-LM IMPACT '/'%910, ht—
a:m,ey:mm auc",a mre: ® �"� sum: � Pvi6p1i0' °' A.CONN MILL'��P.E
JR 10/iCY14 CERT.OFAUTH.AWM SOQ770 NTS 12 "r22 PGT0130 B P.E.p 58705
I NSTALL DET S EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONC ETE u CONCRETE SEE TABLE A,SHEET 1 CONCRETE *SEELE A,SHEET 1 SHOWN ARE BASED
PE ABLE LE A,SHEET 1
A, HEET 1 1/16"' PER TABLE 2-1/i 6"• PER TABLE7.1/16"• ON MIN.ALLOWED.
A,SHEET 1 A.SHEET 1 1/4' •DIAGONAL O.C.IS
EXTERIOR .. i� �11•t• --•.; MAX. MIN 4"(HEAD&SILL)
a •.`. ;I SHIM OR 6"(JAMB)SEE
E BEDMENT: 1/4 EXTERIOR 1/4" EXTERIOR7 DETAILS,SHEETS
S E TABLE A, M (� MAX. I 10&11.
SHEET 1 S `3 SHIM a
PROPERLY SECURED 1X CONCRETE ANCH R TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X ��C�NCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NO ES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
A CHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
eONCHEAD
CONCRETE D4-TRACK
CIEI D
CRETE INSTALLATION INSTALLATION CONCRETE INSTALLATION
CONCRETE ANC P., PERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHO WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
E A,SHEET 1 A OR NOTE 3,SHEET 1 TABLE *HEANCHOROTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE CHOR SEEANCHORSEEANCHOR
NO 5,SHEET NOTE 5, NOTE 5,
1(114"MAX) SHEET 1� SHEET I -
T (1/4"MAX.) (1/4'MAEXTERIOREXTECONCRETE2-1/16"' 2-1/16"' 2-1/16"' PERTABLE
EDGE DISTANCE: CONCRETE EDGECONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHE T 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL a4 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
s
CONCRETE INS ALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 ~I
EMBEDMENT:SEE
TABLE
AA,,SHEET 1 -- EDGE DISTANCE: ?
1 EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT:SEE i CONC.ICMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 PRODUCT REVISED
1. SHEET 1 as comptyln with the Florida i
TABLE A,SHEET 1 TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, Building Cod4e 16-0629.06
EDGE DISTANCE: NOTES&TABLE A. SHEET 1 NOA No.
PROPERLYSECURED
1 X WOOD BUCK TYP., SEE TABLE A, SHEET 1 2.1/16" expiration Date 02!17/2020
SHEET 1 2-1116"'
SEE ANCHOR NOTE 3, CONC./CMU ANCHOR
SHEET 1 TYP.,SEE ANCHOR Esy
iami D
i 2-1116"' PROPERLY SECURED NOTES&TABLE A, MProduct Control
CONC./CMU ANCHOR 1X WOOD BUCK TYP.,
TYP..SEE ANCHOR SHEET 1 CONCRETE
SEE ANCHOR NOTE 3, CONCRETE
NOTES&TABLE A I OR CMU i
SHEET 1 CONCRETE SHEET 1 OR CMU EXTERIOR �': PER TABLE `\•,1 i%% !!1, . i
EXTERIOR OR CMU PER TABLE RT'� A,SHEET 1 ` ( LYNN,y/�`
n EXTERIOR A,SHEET V ` Y(4...."'•• /'
V 1/4"MAX.SHIM F� PER TABLE J L
A,SHEET 1 v 114"MAX.SHIM --�I--• _\v,' �OElls�.'•'fir•� I
1/4'MAX.SHIM I-�— ^,y_';' '•.,v� I
2-TRACK FRAME JAMB da 3-7RACK FRAME JAMB da 4-TRACK FRAME JAMB Nu.507^5 p
CONCRETE/CMU INSTALLATIONHe CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION16
- =
1070 TWWOLOGY ORNE ANCHORAGE DETAILS
N.YENIGE FL.-A275 ies
�. E. tee. SERIES 770 ALUM.SGD-LM IMPACT
(94¢080.1600 sw. m: o.•tirxd {{ I
A?LVf}hRl2R
CERT.OFAUTH#29296 ® sOOnO aNTS 13 d 22 PGT0130 B PaS#69Yos
4aivr,eY Dof"; Dine
JR 10/16%4
x
I
i
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS 'EDGE
EMBEDMENT:SEE TO PREVENT - DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
O o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
zs ANCHOR NOTES S
EMBEDMENT: -- 8 TABLE A,SHEET 1 TABLE A,SHEET 1 FORALL APPROVED
SEE TABLE A, (ALSO SEE TYP. ? TABLE A,SHEET 1
SHEET1 26 ILLUSTRATION,SHEET 9 1-1/4"MIN
` ."`' `. EDGE DISTANCE SUBSTRATES.
DISTANCE:SEE - EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR
SEE TABLE A,J P-HOOK MOUNTING REQUIRED P-HOOK
26 EXTERIOR SHEET.1 ADAPTER CONCJCMU AND P-HOOK
PHOOK WOOD ANCHOR TYP., o ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES
ID
P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE ASHEET 1 (ALSO SEE TYP. ON SHEET 9.
,
ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9)
P-HOOKFOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18,#20#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR EMBEDMENT:SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
:
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET, ANCHOR TYR,SEE
MIN.OF 3 THREADS TABLE A.SHEET 1 ANCHOR TYP.,SEE -�
BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ,` ANCHOR NOTES&TABLE
: ':'._;.: ;. :(':.:?,: A,LSO SEE TYP.SUBSTRATE 26 &TABLE A.SHEET 1 EMBEDMENT: i•. ,:;e',:'','r r;' ILLUSTRATIONSHEET 9)
(ALSO SEE TYP.
ILLUSTRATION, SEE SHEET ABLE , r. 28
X.
EMBEDMENT: 1 SHEET 9) 01,
SEE TABLE A, EDGE DISTANCE:SEE
SHEET 1 1-1/4"MIN.EDGE DISTANCE
ABLE A,SHEET 1
30 30 ' PRODUCT REVISED
ae eomp ZT with the Florida
P-HOOK SMS ANCHOR TYP., NOA- o Code 16-0629.06
• FirEXTERIOR
P-HOOK CONC./CMU EXTERIOR Noa-No.
SEE ANCHOR NOTES n ANCHOR TYP.,SEEfl Expiration Date 02/17/2020
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE V
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 6y --�
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE Miami ioduet control
ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS E P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21.#23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR \��,• ��,..<<<.
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT �Nr'• \C
FOR WATER RATINGS) ONLY FOR WATER RATINGS ONLY
_ ) _ tla 5e703 =
1070T------OOVORNE ANCHORAGE DETAILS
N VEMCE a 34275
rsal�•4ea-�aoo
SERIES 770 ALUM.SGD—LM IMPACT � ;;�.5';,�^��,•�f;',,•
Dm Or.Nh- cma"ae mr.:
JR 1Qrf0/t4 CERT.OFAU7}I.IdT929B SGD•770 NTS 14 22 PGT0130 B P.Eg 58705
i
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL W, MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'Aw&'Ac, WIDTH
�11NITERI
SHEETS 12&13
NOTES: EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS 90°
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
TABLES,SHEETS 6 8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DVI
ETAIL'N2',
PANEL HEIGHT AND WIDTH.SEE
TYPE QS' AS' TYPE SHEET 19&CORNER
SHEETS 18&19 FOR SECTION A ANCHORAGE SHEET 11
NOM. MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX. PANEL / / MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL DLO PER 'M',SHEET 19
WIDTH TYP.
2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER / HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1� 1�
KEEPER(ITEM 103)AT FRAME JAMB
ORASTRAGAL. a JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE X 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X 'GW&'Gc',SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7" `
SILL DETAIL'D',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX= PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
'Dv'&'De,SHEETS 12&13
SILICONE HOT-MELT BUM
STRUCTURAL
SILICONE STRUCTURAL SILICONE 3/16"NOM.
BY OTHERS POLYISOBUTYLEN 114°NOM. FOAM
WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
#8 X 1"
910 X 1-1/2" PH SMS
PH SMS
INT.GLASS INT.GLASS
,2t KODISPACE 4SG TPS ,2s SUPER SPACERONXTT"
PRODUCT REVISED
ALUMINUM os complyyingg with the Florida
REINFORCEMENT POLYISO- DESICCANT FILL AREA NoA ng Codo
NOA No. 16-0629.06
BUTYLENENOM.
PANEL CORNER FRAME CORNER 5116-NOM.— SEAL Expiration onto 02/17/2020
DETAIL DETAIL BUTYLS ROLL-FORMED SILICONE SEAL
DESICCANT ay
FOAM STAINLESS STEF1 Maml atl duet Control
EXT.GLASS
Part# Description Material EXT.GLASS
124 Kommerling 4SG TPS Spacer System
125 Quanex Super Spacer nXT with Hot Melt Butyl
See this
128 Quanex buraseal Spacer Sheet for INT.GLASS INT.GLASS
Materials :-
127 Cardinal)L Edge Spacer +2s DURASEALO SPACER f2T XL EDGE""SPACER
REFERENCE TEST REPORTS:FTL-8717,6968&8970
JRA 03052016 SPACERS. 1070TECiMOLOOYDRIVE ANCHORAGE DETAILS/EXAMPLE ELEVATlO
orae `a wme H.vivo=,R 31273 rss
r SERIES 770 ALUM SGD-LM IMPACT
relf}4safso0
e.fxat rak A.LYNN MILLER RE
R iW1W14 a n.� CERT.OFAUTH.It2s2sa SG67T0 NTS 15 d 22 PGTO130 B P.E.ASB705
INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
�'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
-rINSTALLATION DETAILS'Gw'&'Ge,SHEETS 12&13
)-' HEADER DETAIL W,SHEET 18; MAX.
/FIXED JAMB DETAIL'G2', f�AETRAGAL HEADER DETAIL W.SHEET INSTALLATION DETAILS'Aw'&'Ad. DLO JAMB DETAATIO,SHEET
SHEET 18;INSTALLATION ETAILS'L1'& 18;INSTALLATION DETAILS SHEETS 12&13 WIDTH 18;INSTALLATION DETAILS
DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 TYR 'GW&'Gd,SHEETS 12&13
SHEETS 12&13 9a'
EXTE IDR INTERIOR
PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE TYPE TYPE PANEL PANEL TYPE
TYPE TYPE M',SHEET 19
MAX. ,A CS' OS' MAX.
SIDE CORNER
NOM. / / UNIT UNIT DETAILTN'.SHEET 19&
PANEL HEIGHT SILL-DETAIL / PANEL NOM. / HEIGHT
CORNER ANCHORAGE
WIDTH TYP. 'D',SHEET / SEE SHEET 11
MAX. SEE TABLES PIER 18. MAX./ WIDTHTYP. TABLES
DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO pER NOTE 2, 1-3 INTER OR
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15
EXTERIOR
a a DW&'De, a NOM.PANEL
0 X X X SHEETS 12 X a X WIDTH TYP.
&13, X x PERTABLES
L 1-3
MAX.UNIT WIDTH MAX.UNIT WIDTH
SEE FRAME& SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH
PANEL CORNER EXAMPLE:OX)OC INSTALLATION DETAILS
CONSTRUCTION
DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11%SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW&
L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS
1 HEADER DETAIL
ETAIL'H2',SFICET P-HOOKDETAIL V&'K',SHEET '13%SHEET 18; 1 1
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12•,SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET
'Hw'&'Hc',SHEETS 12&13 'Jd,'Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bd, DETAILS'Iw'&'Id,SHEETS 12&13 18;INSTALLATION DETAILS
SHEETS 12&13 'CW&'Cc',SHEETS 12&13
r = MAX.UNIT WIDTH MAX.UNIT WIDTH
_ I _
PANEL PANEL PANEL PANEL
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE PRODUCT REVISED
R' L'
M. 'F I M' 'F F P' as comp Ing with She Florida
I MAX Bullding ode
NOM. 1 NOM. UNIT MOA-No. 16-0629.06
MAX.UNITPANEL / a j PANEL HEIGHT Expiration Date 0211712020
/ WIDTH TYP. ¢ I ! / WIDTH TYP. / PER
PER ey
TABLES MAX./ /SEE PER / �� I SEE MAX. PER TABLES Mlaml-oa o uct cont of
1-3 LDLO NOTE 2 TABLES 1-3 $ j OTE 2 DLO TABLES 1-3 1-3
w 1
HEIGHT SHEET 15 h I SHEET 15 HEIGHT
.,i.•• ,;•
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;f EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;
(3 TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS -`
w'&'Ec',SHEETS 12&13
'PoJ&'Fc',SHEETS 12&13
'E
Rv dBY. Det¢
A
1010 TECHNOLOGY EXAMPLE ELEVATIONS
N.VENICE,FL 31275 ro. �'.�;,`:i;:•l- I
Reveaer. �0110114 '-'
Isaf}+6B-1605 SERIES 770 ALUM.SGD-LM IMPACT
s,N..+.ausaytn..e6. 7R^' A LYNNMILLER,P.E.
CERT.OFAUM.129156 Sfaa770 NTS 16 22 PGTO130 B RE.#55705JR
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNEREXT CORNER INT CORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 136 RECENER 36 RECEIVER
TYPES OUT R STILE W/HANDLE BOX OUT BOXIN 90 RECEIVER
W/HANDLE W/HANDLE WI HANDLE W/HANDLE WIHANDLE W/HANDLE W[HANDLE WI HANDLE
#118 #118 #31 #31
-TEM
_� #120 #119 #61 #118 7Fti1 #61 #61
Bow M- F PP K TR TG? TC TA TV TW
INTERLOCK
SINGLE
INTERLOCK B E P A C C IC SQ SC SA SV SW
IN ieozo0r 18arA7
��
RR R S S FD FC FV FW
P=cup /=90
YJOCHAN�IL.E D M / J J
(=-4
W ASTRAGAL / p PANEL NOTES:
L BOX OUT LR
W/HANDLE reoxouD 1.SEE DP TABLES 1.3,SHEETS 6-8 FOR PANEL
ASTRAGAL J�/ SIZES&DESIGN PRESSURE
eox IN /Y LEFT fill INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
W w/HANDLE renr00 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
J
F- ASTRAGAL U STILE �LEXTERIOR STILE AND ARE NOT AVAILABLE.
TBox our 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
� r) (xmrr) (#61),CORNER RECEIVER(#118)AND EITHER
LL ASTRAGAL / / PANEL'E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER
Box IN T V APPLICABLE STILE/ASTRAGAL REQUIREMENTS, ASTRAGALS.
W leoxwl (BOX 4
-J /�^1 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER RT I 1
90 LOCKSTILE (#61)AND CORNER ADDON(#31).
J W/HANDLE#1Yp 232'
W EXTCORNER C SILL RISERS OPTIONS 232• '1� '
z 90 LOCKSTILE T QV
Q W/HANDLE#119 1 I-�.232' EXTERIOR EXTERIOR .062"
EXT CORNER#61 .232' EXTERIOR
W RECENER [�$ CT //��\ T��I L '062" 4.055'
W/HANDLE r V VV JJ.. -�2' 3.305'
#118 1 � � 2.655"
WDOEIVE AT AS DF 1.56T4—T 6d
90 RECEIVER III 000
W/HANDLE #118 PRODUCT REVISED
#118 as complying with the Florida
EXT CORNER /� 16•SILL RISER FLAT• 2p SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT Building Code
90 RECENER. CF / FLUS OLOW,2-1/2" OMEDIUM,3-1/4' HIGH,4• NOAauo. 16-0629.06
EXT CORNER 750' .760' Expiration Data 02/17/2020
1 W/HAN IVER#g1 VT VS VF I� .750' EXTERIOR EXTERIOR By
NT CORNER
#31 EXTERIOR EXTERIOR I I .06T '08� Miami-Dad rotluet Control
35 RECEIVER WT WS WF a� .906' a .062° 4.055'
W/HANDLE #g1/� 5, � ..1:. •... ,.
062'
F.
8SILL RISER,BO XI' SILL RISER,BOX SILL RISER,BOX SILL RISER.BOX g;%o;
19'FLUSH,1-1/2' 21 LOW,2-1/2' 23 MEDIUM,3-1/4' 25 HIGH,4" Il
7.
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 filD/� Ib
RevmG97. a#¢
1070TECH 101 0YGRW PANEL TYPES "'b' �'-'�•"
RwuE ReMMnr N.VENICE FL 31175 Trs ..•1 ,..''.....
R1wEP/: RnIIHs (941)480.1800 SERIES 770 ALUM.SGD-LM IMPACT :;:;:.,•.,
e.mniw< ew ' P v- R.:� A LYNN MILLER,P.E.
JR 10/10/14 cr�ma9 o�z CERT.OFAURl.419296 ® SG0.770 NTS 17 122 PGTO130 B P.E.#58705
ASSEMBLY DETAILS
108 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) s0 OR 61
105
' LOCK PART r�75
FULL LENGTH 14 75 a ta7-t1
14 106 OF JAMB 5 ® 60 OR 61
60 OR 61 16 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL Gt
WITH FOR FIXED
113 16s 6"LONG WIRETAINER#106 OPARAB)E 80 PANEL CLIP PART
MIDSPAN (SHOWN WITH SEE DETAIL G2
5 FIXED PANEL TO J LE—RIOR 103 113 75 S 107.11 103 FOR FIXED 5 so OR s,
THE INTERIOR) vV PANEL CLIP 103
�1,EXTERIOR
15 5
8 - 16 17
123 FULL LENGTH 40 G4 so OR 61 EXTERIOR
#t0 X314- OF JAMB 2-TRACK JAMB 2-TRACK JAMB I5gXTERIOR EXTERIOR EXTERIOR
sMs,X 3 _ CLIP#80 OR#105 51 52 W/SCREEN V/
WI RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
6"LONG (SHOWN WITH H1 (SHOWN WITH e(SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
MiDSPAN B0 FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
I-I 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
.�yEXTERIOR -FLEXTERIOR
2
112 1 3 q
45 5 113 5 113 5
69
52 51 69 EXTERIOR 59 EXTERIOR
EXTERIOR 53
U a
a i _
SHOWN WITH E FRAME K HEAD
g FRAME HEAD FRAME HEAD HEIGHT PER
TRACK MAX.UNIT
OPT.SCREEN �FRAME HEAD
TRACK TABLES 1-3
PRODUCT REVISED
as comp)yyingg with the Florida
53 89 69 69 Building Gode
EXTERIOR EXTERIOR NOA-No. 16-0629.06
SS
72 OR 73 720R 73 72 OR 73 Expiration Oate 02/17/2020
46 11 113 9 10 By
51 11 Miami- a�'ProductdConUU
48 47 0 8
EXTERIOR 112 5 113 113452�
2-TRACK W/SCREEN 3-TRACK ®4 TRACK
FRAME SILL E FRAME SILL F FRAME SILL
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE, 6
1070 TECHNOLOGYON/VE VERTICAL SECTION DETAILS ".`•'` +"�`
VENICE F1.34275 rer ':'.':' _ `•
SERIES 770 ALUM.SGD-LM IMPACT r
st®u�ae ems A.ow•mom. A.LYNN MILLER P.E.
—117 10/10/14 wm. CERT.OFAUTN.#19296 m 8.0.770 NTS 18 122 PGTO130 B P.E.#58705
JR
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 5 INTERIOR gt t13 t1E
7 u
*E.XTERIOR
28 30 -- 11 113
27 63 103
62 111 63 60 OR 61
60 OR 816529 14 65,,EXTERIOR 111 90°v EXTERIOR
82 EXTERIOR INTERIOR EXTERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS �j INTERIOR
(EXT.OR INT.MOUNT) EXT.MOUNT ONLY 90° C�
LOCK PART fi0 OR 61
LOCK PART LOCK PART 75 8 107-11
7s&to7-np 70&107-110 61 5 ®INTERLOCK
M
14
I
113 '
%,5t�T
60 61 61113 �L, 113 EXTERIOR103119�EXTERIOR 68
STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL
Lta90'INSIDE
Lt
WITH STANDARD STILES#60 e WITH HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN N2 2-TRACK SHOWN ITEM#61(HEAVY-DUTY
6Eh90'OUTSIDE °
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
W135'
K PART 107-110INTERIOR
TERIOR135° 5PRODUCT REVISEDas complying with the Florida
Building CodeNOA-No. 160629.06
Expiration Date 02/17/2020
1432LOCK PART 9t 103 61 EXTERIOR 7 7s&107-11 14 ® _ 3
02 2-TRACK SHOWN !
135°OUTSIDE CORNER i
W2-TRACK SHOWN
t9707ECNN0
LOOr0RIV2 HORIZONTAL SECTION DETAILS,CORNERS y
M VEMCE,FL 34275
Tw av (s4tt4ears00 SERIES 770 ALUM.SGD-LM IMPACT
NTS
onmey ae..• u.+laa wro: rabi11e D 70 — e_'7J ar A.LYNN MILLER,P.E.
JR 10/10/14 CERT.OFAI)TH.029296 SGW19 °,22 PGT0130 B P.E.#58705
PGT
Item DpwGT# PGT# Description Item Dwg# PGT#• Description NOTES:
ALLALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD 60 1 17325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEPI RAL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99,
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
a 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(NSDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 617317 FRAME HEADAIAMB ADD-ON e5 17328 017328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 17304 617364 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#i0 SMS OR 3116"MASONRY
6 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 2,4'MAX.O.C.
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP S BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X 1"X314"HIGH FBI SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACKJAMB 74. SILICONE DOW-899,DOWA95 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78165X GEMINI MORTICE 3-PLY DUAL LOCK W/L.ONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 76 71G32XlFPFX 410.92 X 1"FL.SS SCREW W/TYPE"F'TIP
17 17311 617311 4-TRACK JAMB 77 1 7103239 1032 STEEL ZINC U4NUT
18 17322 617322 SILL RISER-FLAT,FWSH,14/2" 79 17357 617357 1'IG BEAD
19 17319 617319 SILL RISER-BOX FLUSH,1412" 80 17359 617359 7116"BEAD/FDED PANEL CLP
20 17321 617321 SILL RISER-FLAT,LO W,2-112' 81 17360 617360 9116"BEAD
21 17316 617318 SILL RISER-BOX LAW,2-112" 62 1224 6TW47K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3414' 83 61745 1745 LOWE NO,VT X 1/16"SGL SIDE ADH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOX MEDUM,34/4" 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 "B BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4' 102 1696 71695 DUST PLUG
26 73" 617333 POCKETP-HOOK 103 8186 767&0( 1'KEEPER
27 7010 67070 NEOPRENE BULD WSTP FOR P-HOOK 104 853 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FDED PANEL CUP-6"LONG
29 17335 617335` P-HOOKCOVER 106 17352 617352 FDED PANEL RETAINER-976"
30 17348 617348 1 POCKET P-HOOK FOR SOXRISER 107 1739 71739 HANDLE KIr-INTERIOR RAISED WITH THUMO TURN
31 17378 617378 1135CCIZNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
32 17376 617376 1135 FDED MOUNT 109 1731 1 781MN HANDLE KIT-RECESSED NTER!OR WITH THUMB TURN
ITEMS 4059 ARE SCREEN PARTS: 110 I 1732 78178 HANDLE KIT-RECESSED EWERIOR PULL
40 4319 612258 SCREEN SDE RAIL-LOCKSTILE 111 j 710)C44PPSDAX 910 X3/4"PH.PN.TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET Al2 1235 67518 VJSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 ,167"X230"FNSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 910 X 1-172'
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT 910 X 1" PRODUCT REVISED
ascomp g ng with the Florida
45 4317 612256 SCREEN TOP RAIL 116 720X1X #14-20X1"S.S. Building Code
46 4316 612257 SCREEN BOTTOM RAL 117 720X112X #14-20X1-1/2'5.5.
NOA-No. 16-0629.06
47 WS 7SRAZ STANDARD ROLLER 118 17336 617338 90 DEGREE CORNER RECEIVER Expiration Date 02/17/2020
48 008 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTSDE CORNER ASTRAGAL
qg 4344 64344
SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL By
Miami- a rodoet Control
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 817352 FEED PANEL RETAINER,7/8-
51 1692 61692 SCREEN SPLINE-.165'
52 1694 61694 SCREEN SPLINE
53 61816C20 SCREEN CLOTH
54 1725 1/2'X4"X1/18"StT.BLOCK,NEOPRENE 85+/b -,
55 1726 1'X4"X 1/16'SET.BLOCK,NEOPRENE 85+/•5 I
/o
xmOBY• aCs Pw+ha. n.epsn !
x. r 10707ECHNOLOGYDRIVE PARTS LIST
N.VEVICE FL 34276 1nr ..,;'• ,' 1
SERIES 770 ALUM.SGD-LM IMPACT
o orr �' sde e e a+�a: nA.LYNN MILLER,RE !
JR 10/10/f4 CER!-OFAUEH.92=6 S6 11,1 NT$ 20 d 22 PGT0130 B P.E.#58705
Wwart
5.069' 8.562" 1.36"
0.080" r
1.872"
1.505"
1.211°
-� 1 0.081"
J. 0.062' -4;;]1.019"
0.081" 0.081"
02-TRACK HEAD 10 4-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" 6.526" 5.069"
0.080" -1 r 1.045"
1.505°
1 2i 1„ J L-JI j-
-1 1.993" 0.062"
0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 SCREEN
(6063-T6 AL) TOP RAIL
(8063-T6 AL)
7.105" 6.2212-TRACK JAMB W/
" 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
1.505" Fes- 0.875"
1.2!11" JL-ij I
1.36"
1.993"
0.062"
0.081CK" O 3-TRACK HEAD Os 2-TRASILL W/SCREEN TRACK L
0
(6063-T6 AL) (6063-T6 AL) '081" SCREEN
BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081'
0.080"
ITT"111 2l1„ 1.505" 7.105"
9.141"
nT
0.081" O4 4-TRACK HEAD O7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL) PRODUCT REVISED
as complying with the Florida
Building Code
�{ 0.060" NOA-No. 16-0629.06
1.5?4' Expiration Date 02/17/2020
By
L�
0.062"
0.532"
0.780' Miami ade duct Contro
1.260"
0.060" 1.516" 1.990" ::, 1•;,.
Os FRAME HEAD/JAMB SCREEN 12 ADD-0N ILL SCREEN • 13 FRAME SILL SCREEN
ADD-ON O END ADD-ON 18 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS
OR 3116"MASONRY OR 3/16"MASONRY 84-TRACK JAMB _
SEE SHEET 17 FOR SILL RISERS. .
ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX O.C. (6063-T6 AL)
t=;
1070TECNNOLGGYORIVE EXTRUSIONSN.VENIC9FL8F275rzwwa m Isa1F<eafsao SERIES 770 ALUM.SGD-LM IMPACT
c� -ft7 - A.LYNN MILLER,P.E.
JR aiwt4 cEar.GFaun+.s2s2se ® sco-77o NTS 21 m 22 PG70130 B P.E.#58705
0.718' 0.83" r 3.802"
�752.. �- - 3.802° �{ � 2.304" � 0.752°Ir fO
( 0.885"
0.574" 0.796' 1 163"�0. 0.080" 0.062" LP= �-
0075" 0.233" .062"
OO
SCREW COVER 11 TRACK OP-HOOK 2s ADAPTOR MOUNTING z9 COVER SCREW 0.080" 3o P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) F6 0-6 PT-6A L) (6063-T6 AL) (6063-T6 AL)
I+ 4
.155" 4"
2.30° 1.488" 1.739"
0.080"
0.830' 0.062' 0.133" 0.062' 1.303"
1.600 1.600
.Obo" ,1,870" 1.9E8"
.016" I 0.325'
1.974" 3.125" 4�- 3.125" 0.062"
2.44"
31 135'CORNER 32 135°FIXED MOUNT so STANDARD STILE st HEAVY DUTY STILE
(6063-T6 AL) (6063-1'6 AL} (6063-T6 AL) (6063 T6 AL) ADAPTERLOCK INTERLOCK
s2INT65ER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979"
3.979"
4.125"
L1.050"(�0 1.050" F 0 1.050"
0.075" 0.075" 1.645" J 0.062" 1.304"
1.645"
.289" C
.045'
.611" �r..JJ�I .485- TrL '
I �{
0.125" 0.281" I!3.26" 041 -
s7 STANDARD ASTRAGAL ss HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL 79 GLAZING so 7/16"GLAZING st 9/16"GLAZING
O
STANDARD
D O(6063-T6 AL) O(6063-T6 AL) O BEAD(I.G.) OBEAD.FIXED BEAD
( } (6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL) .
1.003"
4- 2.826 -.
4' 5.621" PRODUCT REVISED
os eamplyIng with the Florida
0.757" Building Coee 16-0629.06
L 0.080 NOA-No.
0.050" Expiration Date 02/17/2020
OFIXED
105- 0.709" 2.80.133"
PANEL CLIP 0.133" 1.498' Br
(6063-T6 AL) 1.498"
80" Miami-Da roduet Con of
.550" 0.863 F-�--
0.709" 123 FIXED PANEL
ORETAINER,7/8 120 90°INSIDE CORNER ASTRAGAL
0.080'-�I (6063-T6 AL) 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
FIXED PANEL t1t1 90°CORNER RECEIVER (6063•T6 AL)
los RETAINER,9116" (6063-T6 AL)
(6063-T6 AL)
16
�or.
10707ECNOLOOYORNE EXTRUSIONSK VENICE R30275a f�EE
P41}13#•130o SERIES 770 ALUM.SGD-LM IMPACT_ A.LYNN MILLER,P.E.
R 1X10/14 CERT OFAUM#29M ® s.,770 NTS 22 "'22 PGTO130 B P.E.#58705
t
j
i