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KpAy.>Product or Application Search>ADDlication Lis t-5A..(kation btail
FL# FL242-R2
ON
Application Type
Code Version 2014
roved
Application Status e
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived 0'
Product Manufacturer (:PGT LIndustries rive Address/Phone/Email rive
North Venice,FL 34275
(941)486-0100 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 Windows
Subcategory Horizontal Slid
er
Compliance Method Cert
,'cation 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 I Option A
Date Submitted 09/07/2016
Date Validated 10/17/2016
Date Pending FBC Approval
http://www.floridabuilding.org/pr/pr�_app—dti.asl)x?param=wGEVXQwtDquUsDrhuM3D... 2/17/2017
Florida Building Code Online,-- , Page 2 of 4
Date Approved 10/17/2016
Summary of Products
FL# Model,Number or Name Description
242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/05/2022
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 II 16=„0629 02pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0612.14.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2021
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL242 R21 II 15-0612.14.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.14.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/27/2021
Design Pressure:N/A Installation Instructions
Other:Please see the.Miami-Dade County Notice of FL242 R21 II 16.0714.14_pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created,by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.13.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 1
Design Pressure:N/A Installation Instruct�4.13.12df
Other: Please see the Miami-Dade County Notice of L242 R21 II 16-07Acceptance(NOA)for product performance information, Ver
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242_R21 C CAC 16-0714.10.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 II 16-0714.10.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.15.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure:N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL242 R21 II 16-0714.15.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.7 1 HR-2710M(Impact) 12LT HR-2710M PVC Horizontal Rolling Window
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 2/17/2017
Florida Building Code Online,--- Page 3 of 4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 15=0528.23 M.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/23/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 II 15-0528.23 M.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information.(2-lite XX only) Evaluation Reports
Created by Independent Third Party:
242.8 HR-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.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/23/2020
Design Pressure:N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL242 R21 II 13-112503 MI.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information.(2-lite XX&3-11te XOX) Evaluation Reports
Created by Independent Third Party:
242.9 HR-5410(Non-Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242_R21 C CAC 16=0714.18.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 II 16-0714.18.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.10 HR-5510(Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.17.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/24/2020
Design Pressure: N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 II 16-0714.17.pddf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.11 SGD-770 Window(Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16.-0629.09.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/12/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 II 16-0629.09.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.12 SGD-2500 Window(Nan-Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0609.09 WDW.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL242 R21 II 15-0609.09 WDW.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.13 SGD-5570 Window(Impact) Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes El.242:..,R21 C CAC 16-0505 01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/04/2021
Design Pressure: N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 II 16-0505.0l.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 2/17/2017
Florida Building Code Onlin(, Page 4 of 4
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
Back Next )'
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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 mail 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:
http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquUsDrhuM3D... 2/17/2017
,y r
M IAM I•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.minmidade.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High e ocrty ricane Zone.-
DESCRIPTION: Seri "HR 710" luminum Horizontal Rolling Window-L.M.I.
APPROVAL DOCU NT: D ing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 1 I of 11, 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 Miami-Dade County Product Control
Section.
MISSILE IMPACT RATIN<be
arge and Small 'ssile Impact Resistant.
LABELING: Each unit shall a permane abel with the manufacturer's name or logo, city, state,
model/series, and following statement: " iami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0519.09 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.
NMRMMMM� OA Nn. 6-0714.13
M(AMFDADE COUNTY �Expira�tionDat�e: December 21,2021
13-42.,141,1413
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
(Submitted under NOA Is 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 NDA 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 NDA No.06-0405.06)
Manuel Per :E.
Product Control E a er
NOA No. 16-0714.13
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNTINuED)
4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
..4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202.94
along with 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 sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
C. C7Edition
IO
1. or verificati calculations and structural analysis,complying with FBC-51
(2014), ted 05/14/15,prepared by manufacturer,signed and sealed by
ny Lynn 'ller,P.E.
mitte nder 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 GIass Interlayer"dated 04/25/15, expiring on 12/11/16.
Manuel Pe0ain
Product Control ENOA No.16
Expiration Date: December 21,2021
Approval Date: September 01,2016
E-2
r ,
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5111 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 PerezAlr.11.
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
(Z
G OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM E1300-09
•ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
A.5/16" MI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. •ALUMINUM DESIGN MANUAL,ADM-2010
•AISIS100-07152-2010
118'LAMI CONSISTING OF(1)LITE OF 118"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.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090'"PVB'INTERLAYER.
E.7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER.
NOA DRAWING MAP
F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER.
SHEET
G.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5116"LAMI GENERAL NOTES.............1
CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090""PVB"INTERLAYER. GLAZING DETAILS............2
DESIGN PRESSURES.......3
H.13/16"LAM]IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8"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 318"AIR SPACE AND 5116"LAMI PARTS LIST.......................6
CONSISTING OF(2)LITES OF 118"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.13/16"LAM]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 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER.
L.13116"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 114"AIR SPACE AND 7/16"LAMI
CONSISTING OF(2)LITES OF 3/16"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 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5.SHUTTERS ARE NOT REQUIRED. PRODUCTREVISED
n9 rntoPlying wiW llro Fidri�
Bmldmg Code
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Accegrsnco /& O 7!�"I
Ez2imm Date f
7.REFERENCES:TEST REPORTS NOFTL-4858,FTL 4859 AND FTL-5330, Mifl).d.�l
ELCO TEXTRON NOA'SANSIIAF&PA NDS FOR WOOD CONSTRUCTIONNtiaroduct Ctn
ALUMINUM DESIGN MANUAL
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
,,• ,,pal;]',,
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.
.'v
"PVB"=.090"BUTACITE®PVB INTERLAYER BY KURARAY AMERICA,INC. ^��
ate• awl �) 6 q I I le,•;`�!„.:
JRer• 05/OS�f6 G ADDED SPACERS TO SHEET2. GENERAL NOTES ;,'�'�, •�` '
r• 1070 TECHNOLOGY DRIVE � `•. 'f ;d+'.•' ;j_,;'•`
N.VENICE.FL 34275 TA4 'i;`,1;,!
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P.O.Box 1529 HORIZONTAL ROLLER WINDOW,IMPACT > ;'c i
K.
nv"nwrs o-1 NOKOMIS,FL 34274 Vuibly Better �•.Teae s� � a.. A LYMJ MILLER P.E.
F.K. 228876 J.J. 3l13�08 HR7f0 NTS I 1 m 11 4127-10 G P.E.A 68705
1
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1 50 21 50 _
Part# Description Material
75 Kommerling 4SG TPS Spacer System
53 112"NOM. 55 1/2"NOM. 76 Quanex Super Spacer nM with Hot Melt Butyl See this
GLASS BITE GLASS BITE Sheet for
77 Quanex Duraseal Spacer Materials
78 Cardinal XL Edge Spacer
51 60,61,62 51 63,64,65 REFERENCE TEST REPORTS:FTL-8717,8968 8 8970
IWANNEALED OR HEAT GTHENEDGLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
118'ANNEALED OR HEAT ST ENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS
6118"NOM. 7116'LAMINATED
\ 5/16"LAMINATED GLASS 7116 LAMINATED GLASS FOR INSTALLATION IN THE
HVHZ ABOVE 30 FT,GLASS
1TYPES G-L SHALL HAVE A
EXTERIOR INTERIOR TEMPERED I.G.GLASS CAP.
BOTH THE DP AND ANCHOR
(ALL SECTIONS) �"KURARAY BUTACITE QUANTITY TO REMAIN
PVBINTERLAYER UNCHANGED.'
or '
P1 50 21 50 SAFLEX®PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY f
a
75-78 75-78
12"NOM. 59 GLASS BITE
59 GLASS BITE � I
52 52
66,67,68,69,70,71 72,73,74,75,76,77
118'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVBINTERLAYER .090 PVB INTERLAYER
118'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
9110'LAMINATED 7116'LAMINATED !
6116'OR 318'AIR SPACE 3116'OR 1WAIR SPACE li
1/8'OR 3118'ANNEALEO OR TEMPERED GLASS 1/8'or 3116'ANNEALED OR TEMPERED GLASS
13116"NOM. 13116"NOM.
13116"LAMI IG GLASS W/5116"LAM! 13/16"LAM[IG GLASS W17/16"LAM[
ALUMINUM
REINFORCEMENT 6
SILICONE HOT-MELT BUT POLYISO- DESICCANT FILL AREA PRODUCT REVISED
STRUCTURAL BUMENE M ccmPlyiog with the Florida
5/16°NOM. Biuldm Cod:
SILICONE 5116"NOM. SEAL S /
STRUCTURAL 1/4'NOM FOAM 3/16'NOM. SILICONE SEAL APlaaae too IIp�0
POLYISOBUMEN BU1YL S 'nitron Daw
714.
WITH.DESICCANT WITH DESICCANT ROLL-FORMED / I
DESICCANT FOAM STAINLESS STEEL By
EXT.GLASS Exr.GLASS EXT.GLASS Mi—i odePwdoct
EXT.GLASS I
INT.GLASS INT.GLASS INT.GLASS /
INT.GLASS
7s KODISPACE 76 SUPER n DURASEALO 78 XL EDGE'" ,<..' ..:'.
0 4SG TPS SPACERD NXT' SPACER SPACER f
X410
L
JR bosrosllB �G� ADDED SPACERS. GLAZING DETAILS '1'. ""' .oi}'„(.3;:�•
107DRIVE
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P.o.eox1s29 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
w.,ne1:[>,1t C�aWe 0°� NO
P.O.139X
FL 34274 j/(r/My Better heat ✓tt� ��w' �' A.LYNN LWP.RE
RK 129816 J.J. 3/23/08 118710 FUII 2 a 11 41"17-1U (j P,E.#58705
TABLE 1.
XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63"
84" A,B,G,H +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 s -60.0 +60.0 -60.0
98" A,B,G,H +60.0 -60.0 +60.0 j -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +58.8 1 -58.8 +56.2 j -56.2 FOR INSTALLATION IN
106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 j -52.3 THE HVHZ ABOVE 30
108" A,B,G,H +60.0 -60.0 +60.0 i -60.0 +60.0 ( -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 '' -51.7 FT,GLASS TYPES G-
i L SHALL HAVE A
111" A,B,G,H +60.0 1 -60.0 +60.0 , -60.0 +60.0 9 -60.0 +60.0 -60.0 1 +60.0 j -60.0 +59.5 -69.5 1 +53.6 ; -53.6 +50.9 -50.9 TEMPERED I.G.GLASS
CAP.BOTH THE DP
UP TO 111" C,I +60.0 1 -60.0 AND ANCHOR
UP TO 111" D'K'L' +75.0 ; -75.0 QUANTITY REMAIN
i UNCHANGED. \
TABLE 2.
XOX(113,113,1/3)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 88 7/18" A'B'C'G,H,I +60.0 -60.0
TO 86 7116" ,E,F,
J,K,L +75.0 I -75.0
TABLE 3.
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS DOW HEIGHT
WIDTH 26" 36" 38 318" 50 518" 54" 60" 63"
60' A,B,G,H 5.0 -75.0 +75.0 -75.0 +75.0 i -75 +75.0 -75.0'\+75.0-- -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 ; -75.0
B6' ,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -7 . +75.0 -75.0 75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 ? -70.2
72" A,B,G,H +75.0 -75.0 +75.0 j -75.0 +75.0 s -75.0 -+-7= -75.0 +75.0 ' -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 ' -65.2. PRODUCTREVISED
as complying with the FImido
74" A,B,G,H +75.0 -75.0 +75.0 -75-0 +75.0 f -75.0 +75.0 -75.0 +75.0 [ -75.0 +75.0 -75.0 +68.1 ' -68.1 +63.8 j -63.8 Duitding Code
UP TO 74" C,D,E,F, +75.0 ' -75.0
I:J:K:L
Mim"; aa;'rodnnc -
G -4858(XOX), FTL-4859(OX&XO)AND FTL-5330
oo
A.5/16"LAMI-(1/8"A,.090,1/8"A) G. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A, .090,1/8"A)
B.5/16"LAMI-(1/&'A,.090,1/8"HS) H. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A, .090,1/8"HS)
C.5/16"LAM-(1/8"HS,.090,1/8"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"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.7/16"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"LAM[-(3/16"A,.090,3/16"HS)
F.7/16"LAMI-(3116"HS,.090,3116"HS) L.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16"HS,.090,3116"HS)
1070 TECHNOLOGY DRNE DESIGN PRESSURES
N.VENICE,FL 34275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT "7`•I -`
4 arc P.O.BOX 1528
NOKOMI$.FL 34274 Visibly Bette a'"s"0as °iVC �"� °i1pN' G A.LYNN E.MIER PE
RK T/18PoB JJ. 3723R7B UR710 NTS 3 m 11 4127-10
INTERIOR 37 32 35 22 39
22
16
2
EXTERIOR INTERIOR 13
21 MAX.VENT DLO MAX.FIXED DLO �I MAX. T DLO
MAX.WIDTH(FLANGE FRAME)
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) \
MAX. INTERIOR37 39
17
HEIGHT 35 32
FLANGE
FRAME MAX
VENT
DLo q 16
MAX.
FIXED
DLO
22 r MAX.FIXED DLO MAX.VENT DLO 43
r MAX.WIDTH(I.F.FRAME)
2, EXTERIOR SECTION A-A
(HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME)
24
8 22142 �11LL
21 41 22 PROnucr REVISED
zs complying with the Florida
2 :iuilJing Code
12 248 EXTERIOR INTERIOR Accepmncallol -O �'I72Y(h y
E nation 1?nte •Gv41 1
7 12
2, Mlkni)nde Ptoda#t C
7
EXTERIORINTERIOR
o.6
10 SECTION GC HEAD -' i7.
(VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION, I.F.FRAME) (VERTICAL SECTION,I.F.FRAME)
P T SECTIONS _.' .:;'•;:`
1070 TECHNOLOGY DRNE ma �..,.
Ail �,;!�•�,'•
N.VENICE.FL 34275 ,..
#,. —��— ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1529
,ar oars p NOKOMIS,FL 34274 Visibly Better °a` eiest �`p°N` a..: A.LYNN MILLER RE
F.IG 728/06 J.J. 323M HR710 HBIf 5 111 1 4127-10 G P.E.#58705
nRM DW(YJ REVI DESCRIPTION MATL PGT# ITIIN DWc#REV DESCRIPTION NIATL PGT#
1 4102 A IFLANGEFRAMEHEAD 6063-T6 AL 612237 66 GLASS 13/16"LAMI IG-1/8"A IN.,3/8"AIR SPA 5/16"LAMI 1/8"A,.090PVB,1/8"A)
2 4025 1 SASH STOP STD. ANTI LIFT CLIP) 6063-T5 AL 612244 67 13116"LAMI[G-1/8"A(MIN.),3/8"AIR SPA 5/16"LAMI(1/8"A,.090 PVB 1/8"NS
3 #8 X 3/4PH.PAN HEAD 7834AA 68 13/16"LAMI IG1/8"A(MIN.),3/8"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,1/8"HS)
4 4053 ISASH STOP COVER(SASH STOP) 6063-T5 AL 69 13/16"LAMI IG-3/16"A(MIN.),5116"AIR SPACE 5116"LAMI(1/8"A,.090 PVB,118"A)
6 4136 IFLANGE FRAME SILK. 6063-T6 AL 64136 70 13116"LAMI IG-3/16"A(MIN.),5116"AIR SPACE,5116"LAM[(1/8"A,.090 PVB,1/8"HS)
7 1 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13116"LAMI IG-3116"A(MIN.),5/16"AIR SPACE,5116"LAMI(1/8"HS,.090 PVB,1/8"HS
8 4131 ROLLERTRACK 6063-T6 AL 64131 72 13/16"LAMI IG-1/8"A(MIN.),I/4"AIR SPACE,7/16'LAMI(3116"A..090 PVB.3/16"A
8 71298 WEEP TR C K P063-T6 LP. 71298 73 13/16"LAMI IG-1/8"A(MIN), AIR SPACE,7/16'LAMI(3116"A,.090PVB,3/16"HS
12 126 ADHESIVE OPEN CELL FOAM PAD 7P71298 74 13116"LAMI IG-1/8"A(MIN.),1/4'AIR SPACE,7/16"LAMI(3/16"HS,.090PVB,3/16"HS)
75 13116"LAMI IG•3/16"A(MIN),3/16'AIR SPACE,7116"LAMI(3/16"A,.090 PVB,3/16"A)
13 4002 A FLANGEFRAMEJAMB . 6063-T6 AL 612225 76 13/16"LAMI IG•3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090PVB,3116"HS)
14 4134 GASKET FORMAINFRAME SILL JOINT 74134W/K 77 " 13/16"LAMI IG3/16"A(MIN.),3/16"AIR SPACE,7116'LAMI(3/16"HS,.090 PVB,3/16"HS)
15 1155 #8 X 1.000 QUAD PN.SMS 781PQA 90 1014 SORE NFRAME OR&VER 3105-H14 AL
16 4110 G SCREEN ADAPTOR 6063-T5 AL 641 l OG 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP.
17 4054 B FTXFD MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP.
19 4066 W STP.„187 X.230,FIN SEAL 64066G_ 93 1073 SCREEN SPRING ST.ST.
21 4105 ISASH 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 ROLLERHOUSING&GUIDE 42112HD 96 SCREEN CLOTH
24 226 BRASS ROLLLER WHEEIS BRASS 7BRW1-IL2
29 4128 HORIZONTALROLLER SASH TOP GUIDE POLYPROP. 44128N
32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2.710
33 1235 W STP.,.170 X.270 BA FIN SEAL 67S16G
35 1096 SWEEP LATCH DIE-CAST 71096
36 1016 1#8 X.625 PH.FL.SMS 7858
37 1 4126 SASH SIDERAIL 6063-T5 AL 64126 2.624
38 1 1683 W STP,250 X.270 BACK,FIN SEAL 61683G
39 7070 BULB WEATHERSTRIP.187 X.275 67070K [0,2
40 LIFT RAIL COVER CAP 74078”C"L OR R
41 4139 I.F.FRAMEHEAD 1 6063-T6 AL 64139 I.F.FRAME HEAD
42 4140 LF.FRAME SILL 6063-T6 AL 64140 41
#4139,6063-T6
43 4141 I.F.FRAME JAMB 6063-T6 AL 64141
50 GLAZING SIUCONE,DOW 899 995 OR UIVALENT PRODLICCREVISED
51 1224 VINYL GLAZING BEAD BULB(THICK) 6TP247W Guil hi lyiudwith the Florida
[iuilduig Code
52 1225 VINYL GLAZINGBEAD BULB 6TP248K 2.784 A�apNnce IJo/�
53 4039 B GLAZINGBEAD-5/16' 6063-TS AL 64039B {ri vtinn Dma �
54 4044 B GLAZING BEAD-5/16"W/GRILL KIT 6063-T5 AL 644703 L7 .062 0j 1
3.152 mi mli pm,%.t
55 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222
56 985 C GLAZING BEAD-7/16'W/GRIM KIT 6063-T5 AL 6985 os2
1.988
59 4067 GLAZING BEAD-13/16' 6063-T5 AL 64067
60 GLASS 5116'LAMI(1/8"A_090 PVB,1/8"A 43 I.F.FRAME JAMB
61 5/16'LAMI 1/8"A_090 PVB,ll8"HS) #4141,6063-T6
.,�'
62 5/16'LAMI(1/8"ILS,.090 PVB,1/8!1 HS)
63 7/16'LAMI(3/16"A,.090 PVB,3/16'A 2.710 v
64 7/16'LAMI(3/16"A,.090PVB,3/16"HS) 42 I.F.FRAME SILL a� .f ~
65 " 7/16'LAMI 3116"HS,.090PVB 3/16'HS #4140,6063-T6 "' ' 6 1 1
. P T PARTS LIST
1070 TECHNOLOGY DRIVE 'i.'t•::,•j.. "
N.VENICE,FL 34275 r� .t:�:`.. •. ,
a. RrWb"e c'— ALUM.HORIZONTAL ROLLER WINDOW IMPACT
P.O.BOX 1529 arr,fmt
NOKOMIS,FL34274 I/(rtb(y$� A LYNN MILLER,P.E.
°FK z2� °Yq Hmto NTS 6 d 11 4127-10 G P.Ep 68705
�+1.513- 1
052 1.187 r 040 I .738
3. 521.443- 1
1. 73Ltr f '062 SASH STOP COVER
1.273 TT .062 3.(90 O #4053,6063-T5
1.122
2.710 J-�+-2.710--►{
O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTERTom-2.764
#4102A,6063-T6 #4136,6063-T6 #4137,606&T6 T-1
L .062 )
Ll;iLR
.061 1.161 77Fq '062 13 FLANGE FRAME JAMB
II x.062 #4002A.6 063-T6
4907 1.403
T- --•1.451 7 1.461
O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL
#4025,6063-T5 #4131,6063-T6 #4054B,6063HD-T6
.082 2.. 7�
� .062
1.187
2. .01.349 .05�
1.183
.678
1.349+{ 1.081 1.297 1.095
SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL S7 SASH SIDE RAIL 53 GLAZING BEAD,5/16" as PRODUCT REVISED
ho
21 as cemplyi"g with the Florida
#4133,6063-T5 #4006D,6063HS-T6 #4126,fi063 T5 #40396,606375 building Cnde
AeccplaBw
�;1611011 nBIB .�
.050
_� itiami)BdBRod"ctC6ntrd�
678 •678 678 .683 .050
.050- - 0.1 5 1
1.096-}r-�{T I I
1.096--��►�� I 1.11 -�-�� 1.097
54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" "` .;;_4:r r: �`4 '
#4044B,6063 T5 #4222A,6063-T5 #985C,6063-T5 #4067,6063-T5
(USED W/GRILL KIT) (USED W/GRILL KIT)
R Br.. Ww R�Mllolle nm16b� ...ti,�
EXTRUSIONS
BX aor RMIk1a 1070 TECHNOLOGY DRIVE `'P;.• '�'" .•.�:'C�'�
N.VENICE,FL 31276
bot
P.O.BOX 1620 '
x a� ReMWa ~-- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
nmwner• os% crodea am NOKOMIS,FL34274 Ytrlbly Better B" �'' � a"�0R' " A LYNN MILLER P.E.
F.7C 228416 J.J. 323/06 HR710 Half 7 a 11 4727-10 Q P.E.#58705
ANCHOR QUANT171ES,XOX 114-1/2-1/4 WINDOWS TABLE 4 NOTES:
GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L
1. ANCHOR TYPES:
ANCHOR TYPE 2.3,WOOD 2.CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5)
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES I ZONES
!N N m �N m I00 2.GLASS TYPES:
m m Em m Im FOR INSTALLATION IN THE HVHZ ABOVE 30
WINDOW 512E HEAD&SILL 16' HEAD 8 SILL g HEAD&SILL Ig HEAD&SILL�M HEAD&SILL;� HEAD&SILL�� A.5/16"LAMI-(118'A,.090,1/8"A)
la la ;� a ?a .5/16"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A
W H !� !-' , AlI- TEMPERED I.G.GLASS CAP.BOTH THE DP AND
53.125 x 38.375 1+C2+1+02+1'2 1+C2+1+C2+11 2 1+C2+1+C2+1 1 2 1+C2+1+C2+1'2 1+C2+1+C2+112 1+02+1+C2+1 2 C.5/16"LAMI-(1/8"HS,.090,1!8"HS) ANCHOR QUANTITY REMAIN UNCHANGED.
! D.7/16"LAMI-(3/16'A,.090,3/16"A)
48.000 1+C2+1+02+1'3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+ii 3 1+C2+1+C2+1j 3 E.7/16"LAMI-(3116"A,.090,3116"HS)
50.625 1+C2+1+02+113 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+I1 3 1+C2+1+C2+1 3 G.1/3!16"LAMI IG16/8-SOR 3/16 A(MW.),5/16"OR 3!8"SPAC E,5/16"LAMI-(118"A,.090,118"A)
54.000 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+C2+1;3 1+C2+1+C2+1I 3 H.13/16"LAMI IG-1/8"OR 3/16'A(MIN.),5/16"OR 318"SPACE,5/16'LAMI-(1/8--A,.090,1/8"HS)
60.000 1+C2+1+C2+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+1i 3 1+C2+1+C2+1 i 3 J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4 "SPACE,7116-LAMI-(3/186-A,.090,3/6"A))
63.000 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1j 3 1+C3+1+C3+11 3 K.13/16"LAMI IG-1/8'OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAM]-(3/16"A,.090,3/16"HS)
L. 13/16"LAMI IG-1/8"OR 3/16'A(MIN.),3/16"OR 114"SPACE,7116"LAMI-(3/16"HS,.090,3116"HS)
60.000%38.375 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1�2 1+C2+1+C2+1!2 1+C2+1+C2+1i 2 1+C2+2+C2+11 2
48.000 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
50.626 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+1!3 1+C2+2+C2+1 3 DIMENSIONS. FOR SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
54.000 1+C2+1+02+1j 3 1+C2+1+C2+1i 3 1+C2+1+C2+1:3 1+C2+1+C2+11 3 1+C2+1+02+1=3 1+C2+2+C2+1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
60.000 1+C2+1+C2+11 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+C3+2+C3+1 3 25 314"MAX.FROM CORNERS.
! JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C.
63.000 1+C2+1+C2+113 1+C2+1+C2+1 3 I+C2+1+C2+lii 1+C2+1+C2+1 3 1+C2+1+C2+1!3 1+C3+2+C3+1 3 TABLE KEY:
74.ODOx 38.376.1+C2+2+C2+112 1+C2+1+C2+1 2 1+C2+2+C2+112 1+C2+2+C2+1 2 1+C2+2+C2+112 1+C2+2+C2+1 2 X 0 X
48.000 1+C2+2+C2+11 3 1+C2+1+C2+1 3 1tC2+2+C2+1;3 1+02+2+C2+11 3 1+C2+2+C2+1�3 1+C2+2+C2+11 3 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB
60.625 1+C2+2+02+1;3 1+C2+1+C2+1 3 1+02+2+C2+13 3 1+C2+2+C2+1 3 1+C2+2+02+11 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY.
54.000 1+C2+2+C2+13 1+C2+1+C2+1 3 1+C2+2+C2+1 j 3 1+02+2+C2+1;3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED
60.ODO 1+C2+2+C2+11 3 1+C2+1+C2+1(3 1+C2+2+C2+1'3 1+C2+2+C2+1 3 1+02+2+C2+1,3 1+C3+2+C3+1 3 AT EACH MEETING RAIL PLUS
I ANCHOR AT EACH OPERABLE VENT ENT
63.000 1+C2+2+C2+1'3 1+C2+1+C2+1 3 1+C3+2+C3+1 i 3 1+C3+2+C3+113 1+02+2+02+1 3 1+C3+2+C3+11 3 PLUS(4)ANCHORS AT FIXED SECTION.
84.000 x 38.375 1+C2+2+02+1'2 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+li 2 1+C2+2+C2+11 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+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1i 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING)
50.625 1+C2+2+C2+1,3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1311+C2+2+02+113 1+C3+3+C3+1I3
54.000 1+02+2+C2+11 3 1+C2+2+C2+1'3 1+C2+2+C2+1 i 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C4+3+G1+1 3 25 3/4"max.
60.000 1+02+2+C2+1?3 1+C2+2+C2+1�3 1+03+2+C3+113 1+C3+2+C3+1j3 1+C2+2+C2+1 3 1+C4+3+C4+113 --H.. . MIN.
63.000 1+C2+2+C2+P 3 1+C2+2+C2+1 3 1+C3+2+C3+1.3 1+C3+2+C3+113 1+C2+2+C2+1'3 1+C4+3+C4+1 3 9'REF. X 0 X
106.376%38.375 1+02+2+C2+1!2 1+C2+2+C2+1 2 1+C2+3+C2+1'2 1+C2+3+C2+1'2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 t 1'ROmUCTR8VIS8D
ac complying with tire Florida
48.000 1+C2+3+C2+1i 3 1+C2+2+C2+1�3 1+03+3+C3+1 3 1+C3+3+C3+1j 3 1+02+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. AccepBuildim eoda
Na M55-0 1L�.j _
50.625 1+02+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS �°'i°"fl�
54.000 1+c3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1,3 1+C3+3+03+1 3 1+C3+3+C3+1�3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) By --
60.000 1+C3+3+C3+1j 3 1+C2+2+02+11 3 1+C4+3+04+113 1+C4+3+04+1i 4 1+03+3+C3+1!3 1+C4+4+04+1�3 Afiami o9rodactCm
63.000 1+C3+3+C3+1!3 1+C2+2+C2+1�3 1+04+3+C4+1!3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+05+1�3 25 3/4"MAX.
111.000x38.376 1+C2+3+C2+112 1+C2+2+C2+1 2 1+C2+3+C2+1.2 1+C2+3+C2+11 3 1+02+3+C2+112 1+C2+4+C2+1 2 (-f-3 MIN.P `
48.000 1+02+3+C2+113 1+C2+2+02+1 3 1+C3+3+C3+1€3 1+C3+3+C3+1 3 1+C2+3+C2+1j3 1+C3+4+C3+1 3
9" F. X 0 X
50,625 1+C2+3+02+113 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 T
54.000 1+0343+C3+1 3 1+02+2+02+1 3 1+C3+3+C3+113 1+C3+3+C3+1 3 1+03+3+C3+1 3 1+C4+4+04+113
60.000 1+C3+3+C3+11 3 1+C2+2+C2+1;3 1+C4+3+C4+1 3 1+C4+3+C4+1i 4 1+C3+3+C3+1 3 1+C4+4+C4+1i 3 MTG.RAIL,TYP.
63.000 1+C3+3+C3+1 3 1+C2+2+C2+1`3 1+C4+3+C4+1i 3 1+C4+3+C4+1f 4 1+C4+3+C4+1i 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS
.'
ibgOBy. nom: R.,wa � .; •. '
1070 TECHNOLOGY DRIVE
ANCHORAGE SPACING,XOX 114-112-114
N.VENICE,FL 34275 i
��� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
P.O.BOX 1620 y4, d,�. mm p."ep!q +� A LYNN MILLER P.E.
gr�, NOKOMIS,FL 34274 V1Tib1y B[LteT HR710 NTS B s 1'1 4127-10 G P.E.#58705
FJC 228/06 J.J. 323475
ANCHOR QUAN nMES XO /3-113-113 WINDOWS TABLE 5 NOTES: "
S TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L
ANCHOR TYPE 2,3,WO ONC 1,CONC 2,3,WOOD 2,CONC 1,CONG 1. ANCHOR TYPES:
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5)
!m m +m m IDo :m 2.GLASS TYPES:
WINDOW SIZE HEAD&SILL!2 HEAD&SILL 1 a HEAD&SILL iQ HEAD&SILL i 2 HEAD&SILL HEAD&SILL12 A.5/16"LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30
W v H i� 1> i� I� _- B.5/16"LAMI-(1/8"A,.090,1/8"HS} FT,GLASS TYPES G-L SHALL HAVE A
48.DOO x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+12 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+02+11 21 C.5/16"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP,BOTH THE DP AND
48.000 1+C2+1+C2+1)3 1+02+1+C2+11 3 1+C2+1+C2+1 311+02+1+02+1 3 1+C2+1+C2+1 i 3 1+02+1+C2+1;3 D.7/16"LAW-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
50.625 �1+=+I+C2+113
C2+1+C2+113 1+C2+1+C2+1 1 3 1+C2+1+02+11 3 1+102+1+C2+1'3 1+C2+1+C2+11 3 1+C2+1+C2+1'3 E.7/16"LAMI-(3/16"A,.090,3116"HS)
! F.7/16"LAW-(3116"HS,.090,3116"HS)
54.000 1+C2+1+C2+11 3 1+C2+1+102+11 3 1+102+1+a+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1!3 G.13/16"LAW IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8"A,.090,1/8"A)
60.000 102+1+102+113 1+102+1+102+11 3 1+102+1+C2+11 3 1+C2+1+C2+113 1+C2+1+02+1 3 t+102+1+102+1 3 H.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5/18"LAMI-(1/8"A,:090,1!8"HS)
63.000 1+102+1+102+113 1+102+1+a+1':3 1+102+1+102+113 i+102+1+102+1 3 1+102+1+a+1 j 3 1+103+1+103+71 3 I. 13116"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(118"HS,.090,118"HS)
J.13/16"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 114'SPACE,7/16"LAMI-(3/16"A,.090,3/16"A)
53.125 x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+1,2 1+C2+1+C2+112 1+02+1+C2+1 2 1 1+C2+1+C2+1 i 2 1+C2+1+102+11 2 K.13/16'LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3116-A,.090,3116"HS)
48.000 1+C2+1+C2+1'3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+102+1+C2+1 3 t+102+1+102+11 3 1+102+1+102+1'3 L. 13/16"LAMI IG-118"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"H5,.090,3/16"HS)
50.626 1+C2+1+02+113 1+C2+1+C2+1I 3 1+C2+1+C2+1'3 1+C2+1+C2+113 1 1+C2+1+02+11 3 1+02+1+C2+113, 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
54.000 1+C2+1+C2+1 3 1+102+1+C2+11.3 1+C2+1+C2+1 3 1+102+1+C2+1 3 1+C2+1+C2+1 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+1 3 1+C2+1+102+1!3 1+C2+1+C2+113 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1'3
63.00 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+102+1,3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+11 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE
60,00 38,2175 1+102+1+102+112 1+102+1+102+11:2 1+102+1+102+11 2 1+102+1+102+11 2 1+102+1+102+11 2 1+102+1+102+11 2 25 314"MAX.FROM CORNERS
JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C.
.00 C2+1+C2+1I3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+02+113 1+102+1+C2+113 1+C2+1+C2+113 TABLE KEY:
50.6251+C2+1+02+113 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1`3 1+C2+1+C2+1i3 X 0 X
54.000 1+102+1+C2+113 1+C2+1+C2+1;311+02+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 1+103+1+C3+1 3 ANCHOR QUANTITY PER JAMB
60.000 1+C2+1+C2+11.3 1+C2+1+C2+11 3 1+C2+1+C2+1i3 1+C2+1+C2+113 1+C2+1+C2+1 3.1+03+1+C3+1 3
.000 1+102+1+102+113 1+102+1+102+1;3 1+102+1+102+1 3 1+103+1+103+1i3 1+102+1+102+1 3 1+103+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES
ANCHORSA CLUSTER OF(3)
66.00 x 38.375 1+102+1+C2+1112 1+02+1+C2+11 2 1+C2+1+C2+112 1+C2+1+C2+1!2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 ON EACH M ETINGRAIL PTERED
US(1)
48. +C2+1+C2+113 1+C2+1+C2+1!3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1!3 ANCHOR AT EACH OPERABLE VENT
.626 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+111 311+102+1+102+1113 1+C2+1+C2+1;3 1+C3+1+C3+1!3 PLUS(1)ANCHORS AT FIXED SECTION.
64.000 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+02+1 11 3 1+C2+1+C2+1.3 1+C3+1+C3+11 3 (9)ANCHORS TOTAL AT HEAD AND SILL.
60.000 1+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+102+113 1+C3+1+C3+113 1+C2+1�+02+1�3 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING)
63.000 1+02+1+02+113 1+C2+1+C2+1113 1+C3+1+C3+11311+03+1+C3+1 3 1+C2+1+02+1 3 1+C3+1+C3+113
74.ODOx 38.375 1+102+1+02+1 2 1+C2+1+02+112 1+C2+1+C2+1112 1+C2+1+C2+1;2 1+02+1+C2+1.2 1+C2+1+C2+1.2 25 314"MAX.
48.000 1+C2+1+C2+113 1+C2+1+C2+1!3 1+02+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1,3 1+C3+1+C3+11:3 I -+{F+--3"MIN.
60.625 1+102+1+102+113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+11.3 1+C2+1+C2+1':3 1+C3+1+C3+113
54.000 1+C2+1+C2+1113 1+02+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+113 1+C3+1+C3+113 9"REF. X O X
60.000 1+C2+1+C2+1!3 1+C2+1+C2+1 3 1+03+1+C3+1 i 311+03+1+03+1 3 1+C2+1+C2+11 3 1403+1+C3+11!3. PRODUCT REVISED
xs complying welh the Florida
63,000 1+102+1+102+1 3 1+102+1+102+11 3 1+103+1+103+1113 1+103+1+103+1,3 1+C2+1+02+1 3 1+C3+1+C3+1 3 Buiidmg Codc
84.000x 38.375 1+102+1+102+1.2 1+02+1+C2+1 2 1+C2+1+102+112 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 MTG.RAZE CLTYP gccepmuca4,6
46.000 1+102+1+102+1 3 1+102+1+102+1 3 1+102+1+102+113 1+102+1+102+1 3 1+102+1+102+113 1+103+1+103+1 3PLE CLUSTER W/QTY.OF(3)ANCHORS50.626 1+G2+1+C2+13 1+C2+1+C2+11 3 1+C2+1+C2+1!3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+113 (SHOWN IN TABLE KEY ABOVE) Mi
54.000 1+C2+1+02+113 1+C2+1+C2+11 3 1+C3+1+103+1'3'1+C3+1+C3+113 1+02+1+C2+113 1+C3+1+C3+113
60.000 1+C2+1+02+1'3 1+C2+1+C2+1.311+03+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+113 1+C3+1+C3+1 3 25 3/4"MAX.
63,000 1+C3+1+03+1 3 1+C2+1+C2+113 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C40+1041211F+-3"MIN.I 1 1/2" .• „
L N. �
86.437x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+102+1+102+1 2 1+102+1+102+1 3 1+102+1+102+1 2 1+102+1+102+1 2 •••:"•
9"REF. -.',i:,• :•<;
48.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+102+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 X O X
60.626 1+C2+1+C2+113 1+C2+1+02+11 3 1+C2+1+102+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1,3 1+C3+1+C3+113
54.000 1+C2+1+C2+113 1+C2+1+C2+11 3 1 1+C3+1+C3+113 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1l3 -
60.00D 1+C2+1+C2+1 1 3 1+C2+1+C2+11 3 1+C3+1+C3+113 1+C3+1+C3+114 1+C3+1+C3+113 1+104+1+104+114 MTG.RAIL,TYP.
63.000 1+C3+1+C3+113 1+02+1+C2+11 3 1+C3+1+C3+111 3 1+C3+1+C3+114 1+C3+1+C3+11 3 1+C4+1+104+1!4 EXAMPLE CLUSTER W! QTY.OF(4)ANCHORS
?_.
RmsOey. �.• R.AMto�ba.e .,>:..,::,,
1070 TECHNOLOGY DRIVE P -�- ANCHORAGE SPACING,XOX 1/3-1/3-1/3
N.VENICE,FL 34276 (•"o%��'�• ��
P.O.BOX 1529 _ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
,�.oft ODM NOKOMIS,FL34274 VWbty Better �" an.ee a"�OH"' A.LYNN MILLER P.E.
FK ffi&DB J 3/23/08 HR710 /11T$ 9 s 11 4127-10 G P.E.0 58705
ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: •
GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. ANCHOR TYPES:
ANCHOR TYPE 2.3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX .3 412 STEEL SCREWS(G5)
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
S TYP
WINDOW SIZE ¢� J m Q�Q m Qco �Q (m QQ� (m QQ� (ro m A.5/16"LAMI- 1 A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30
W v1 W to W tq W vl W V) I co 1/8"A,.090,118"HS) FT,GLASS TYPES G-L SHALL HAVE A
W V H = Q =a0 =e0 (' = otl ';' =aC Qi _ u0 ' C.5/16"LAM[-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
D.7/16"LAMI-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
37.000 X 38.375 1+C2+1 2 1+102+1 2 1+C2+1' 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1E.7/16"LAMI-(3118°A..090,3116"HS)
48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1{ 3 1+C2+1 3 1+C2+1 3 F.7/16"LAW-(3116"HS,.090,3/16°HS)
50.625 1+C2+1 3 1+C2+1 3 1+C2+1' 3 1 1+C2+1 i 3 1+C2+1 3 1+C2+1 3 G.13/16'LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAM[-(1/8"A,.090,1/8"A)
H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318'SPACE,5/16"LAM[-(118"A,.090.1/8"HS)
54.000 1+C2+1 3 1+C2+1 3 1+C2+1 1 3 1+C2+1 I 3 1+C2+1 3 1+C2+1 3 I. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS)
60.000 1+C2+1 3 1+C2+1 3 1+C3+1 i 3 1+102+11 3 1+C2+1 i 3 1+C3+1 3 J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/16"A)
K.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"HS)
63.000 1+C2+1 1 3 1+C2+1 3 1+C3+1 1 3 1+C2+1= 3 1+C2+1 3 1+C3+1 3 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS)
48.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 2. 1+102+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+11 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1' 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
54,000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+113 1+C2+1 3 1+C3+1 3 18 3/4"MAX.FROM CORNERS.
60.000 1+C3+1 3 1+C2+1 -3 1+C3+1 3 11+C3+1( 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C.
63.000 1+C3+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 12 1+C2+1 2 1+C2+1 2 2+C3+2 3 -ANCHOR QUANTITY PER JAMB
48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+132+1 3 1+C3+1 3
50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+102+11 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES
54.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1@ 3 1+C2+1 3 1+C3+1 3 A CLUSTER oF(3)ANCHORs
( CENTERED ON THE MEETING RAIL
60.000 1+C3+1 4 1+C2+1 3 1+C3+1 13 1+03+1; 4 1+C.2+11 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE
63:000 1+C3+1 4 1+C3+1 3 1+C4+1' 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION. (7)
( ANCHORS TOTAL AT HEAD AND SILL.
0.000' 38.375 1+ + 1+C2+1 2 2+C2+2 2 1+02+11 3 1+C2+1 2 2+C2+2 2
8•0 +02+1 *3- 1+C2+1 3 2+C3+2 3 1+C2+11 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING)
50.625 1+C2+1 3 2+C3+2( 3 1+C3+1i 3 1+C2+1 3 2+03+2 3
54.000 1+C3+1 4 1+C2+1 3 2+C3+2� 3 1+C3+11 4 1+02+1 3 2+C3+2 3 {�}-183/4�M�C 3"MIN.
60.000 1+C3+1 4 1+C3+1 3 2+C4+2i 4 1+C3+1; 4 1+C3+1 3 2+C4+2 4 9„RER
RI
63.000 1+C3+1 4 1+C3+1 3 2+C4+2� 4 1+C3+1( 4 1+C3+1 3 2+C4+2 4 X �_
PRODUCT REVISED
66.000 mu-5 2+ 3 1+C2+1 2 2+02+2 3 2+C2+21 3 1+C2+1 2 2+C2+2 3 as comPlyiagwf611reP}orida
48.00 +C2+2 4 1+C2+1 3 2+C3+21 3 2+C2+21 4 1+C2+1 3 2+C3+2 3 MTG.RAIL 13u ldmg Code
A«tP!�nncrs 1(0=0 l3
4 1+C2+1 3 2+C3+2� 3 2+C3+21 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 'n"n"D018 `1021
54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+21 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) u 1 ndo Drodnet erol
60.000 2+C3+2 4 1+C3+1 3 2+C4+2( 4 2+C3+2 4 1+C3+1 3 2+C4+2 4
63.000 1+C3+1 4 1+C3+1 3 2+C4+2 i 4 2+C3+2( 4 1+C3+11 3 2+C4+2 4 18 314"MAX.
74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+21 3 2+C2+2 2 2+C2+2 3 I--3!MIN.P 1
48.000 2+C3+2 4 2+C2+2 3 2+C3+2' 4 2+C3+2 4 2+C2+2 3 2+C3+2 4
9"REF. X O
50.625 2+C3+2 4 2+C2+2 3 2+C3+2. 4 2+C3+2( 4 2+C2+2 3 2+C3+2 4
54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+21 4 2+C3+2 32+C4+2 4
60.000 2+C3+2 4 1+C3+1 3 2+C4+2i 4 2+C3+2( 5 2+C3+2( 3 2+C4+2 4 MTG.RAIL _ t
63.000 2+C3+2 q 1+03+1 3 2+C4+2 1 q 2+C4+21 5 2+C3+2i 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF 14)ANCHORS ( ►�( 16
S",
Rdily. DW
E
ANCHORAGE SPACING,OX AND XO WINDOWS
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1 3/4"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 1 3/8" TAPCONS EMBEDED 1 3/6"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 3/4"MIN.. MINIMUM DISTANCE FROM
CONCRETE MIN. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD.
NOTE 1
1x WOOD <' 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE 912 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH
BUCK, #12 TRIMFIT HEAD.
NOTE 3
3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
1/ :4. THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
MAX. MAX. CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORITY HAVING JURISDICTION.
CONCRETE WOOD
ANCHOR, ANCHOR, 4.FOR ATTACHM�ALUMINUmFT'qMATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM
NOTE1 DET \ F 1/8"THICK. TURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
W IOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A
PICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
1/4" 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHERMAX. /
SHIM j l 1 3/8" 114'MAX.SHIM--�I I 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
�I I MIN. I I (1.5 KSI CMU)
OR —2-1/2"MIN.EMBEDMENT
O PER NOTE 1
- Q (3.4 KSI CONCRETE)
WOOD CONCRETE O
ANCHOR, �[ ANCHOR, o
NOTE 2 NOTE 1 r 1 3/4" EXTERIOR INTERIOR
1"MIN.EDGE °• MIN.E.D (HEAD 8 SILL DETAILS A,B,C,D7&H)
TYP.
2x WOOD B E 3 1x WOOD Ci-NQl 4 SEE NAILING
INTERIOR 5/8"MIN.EDGE
DETAIL E DETA (JAMB DETAILS E,F a 1)
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR155/8"MIN.
1�71 —
CONCRETE OOD DETAIL H (HEAD)
ANCHOR, ANCHOR,
NOTE 1 NOTE 2NAILING
131 DIA.MIN.x 21/2"NAIL PRODUCT REVISED
AT CORNERS AND 5'O.C. --plying with the Smide
TYPICAL DETAILS G,H S I. O Ruilding Code
1/4" 1/4" Ezpmpim"No Ire'O 14.13
MAX. MAX. 20x1
SHIM SHIM 1 By
JJ__ /8"MIN.EDGE Wtinmi ndo Produet Cwm
SEE
..i O
NOTE 1 1 3/8 MIN. NAILING
1 D. MIN. 2-112"MIN. __TfTSEE NAILING "''`A"'%
MIN.3.4 KSI E. TYP. 1°It11N.EbGE
CONCRETE 2x WOOD -
DETAIL C BUCK, DETAIL D 2-1/2"MIN.EMBED -
NOTE 3 DETAIL G(SILL) DETAIL I(JAMB)
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONSQ.
P T
1070 TECHNOLOGY ORANCHORAGE DETAILS }
DRIVE '�'�t"f
N.VENICE,FL5
1529
P.O,BOX 1528 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT
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B, �: n,u me awn• NOKOMIS.FL34274 V1sf61y Better o. ae ad. a� R"" A.LYNN MILLER P.E.
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