HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3
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Busines
Professi nal #)USEOR : u6i Approval
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Regulation User
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® Pmdnct Anprovai Menu>Product or Aoolication Search>Application Last>Application Detail
s
.., ,;w FL# "�FL1435:R17�'
¢ .,7,.
8 e'.;, :1 Application Type Revision
Code Version x3014=`
Application Status Approv'edil
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGTflndustries
Address/Phone/Email 'M Techno7'3logy Drive
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
CategoryWindows
Subcategory Single-Hung--.-'J
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
Ji Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
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Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 10/07/2015
Date Validated 10/08/2015
Date Pending FBC Approval
Date Approved 10/11/2015
Summary of Products
FL# Model,Number or Name Description
1435.1 ISH-200 Aluminum Single Hung Window(Std.Meeting Rail,Inc.Pass-Thru)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1435 R17 C CAC Certification SH2O0.rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/28/2016
Design Pressure:N/A Installation Instructions .
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-200.rdf
and anchorage information.The Pass-Thru version was not tested for Verified By:A.Lynn Miller,PE 58705
water infiltration. Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-200 Evaluation.rdt
Created by Independent Third Party:No
1435.2 iSH-200 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R17 C CAC Certification 200HD.rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/08/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 It SH-200HD.rdf
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-20OHD Evaluation.rdf
Created by Independent Third Party:No
1435.3 H0Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1435 R17 C CAC SH-400 Certifications.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/21/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-400c.odf
and anchorage Information. Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-400c Evaluation.odf
Created by Independent Third Party:No
1435.4 ISH-500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FI.1435 RY7__�jCAC SH=50Q_Certification R14_pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/27/2016
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FI.1435 R17 IT SH-500c.rdf
and anchorage Information. Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party:No
Evaluation Reports
FIA435 R1.7 AE SH-500c Evah.iation.rdf
_ Created by Independent Third Party:No
1435.5 SH800 WinGuard Multistory Aluminum Single Hung Window
Limits of Use ""`"` Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R17 C CAC SH-800 Ce-ification.rdt
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/07/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,sizei;15'RSr74ITy�H=800csrdf =.
and anchorage information. Venfi2tl, -ISA.Qjnq,,Mliler P E;58705
Created by Independent Third Party:No
Evaluation Reports
FI R1;7 AE SH-80,Gc Evdluatign.Ppf
Created by Independent Third Party:No
1435.6SH-5400 EnergyVue Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R17 C CAC SH-5400 Certificat on.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/13/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 II SH-5400.1)df
and anchorage Information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE S14-5400 Evaluation.ndf
Created by Independent Third Party:No
1435.7 SH-5500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R17 C CAC SH-5500 Certificaton.rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/01/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R17 II SH-5500-pdP
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R17 AE SH-S500 Evaluation.rdf
Created by Independent Third Party:No
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120Du... 2/8/2016
Florida Building Code Online Page 3 of 3
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.COoyriaht 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 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:
99 M
Wirt IC
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODu... 2/8/2016
i
1
GENERAL NOTES:
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO COMPLY WITH THE FLORIDA BUILDING ANCHOR LOCATIONS&SPACING
CODE FOR THE DESIGN PRESSURES LISTED.
2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" ADD 1 ANCHOR ADD 1 ANCHOR
THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS - 53-1/8"MAX.TIP-TO-TIP -- - 53-1/8"MAX.TIP-TO-TIP
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT MID-SPAN —� ! 52-1/8"MAX.BUCK--•� AT MID-SPAN -52-118"MAX.BUCK
W ---�I
! "
DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. FOR W >39" \.` (� 17-314" FOR WIN>39" 17-3/4
I...
ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE MAX
BY OTHERS. \\ MAX
3-5/8"MAX3 -- -- --- - 3-518"MAX
------ ------ I
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM
CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING I
FINISH OR STUCCO). q t
I
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT _ l -1/2"MAX — / 7-1/2"MAX
IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS 76"MAX.
CAPABLE OF TRANSFERRING APPLIED LOADS. 'I.
TIP-TO-TIP { 76"MAX. I I 75"
5)ANCHORS SHALL BE COATED OR CORROSION +,I f l' 75" TIP-TO-TIP I I
RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 'I I ;! MAX. _ I I MAX.
10-1/8",
DISSIMILAR MATERIALS SHALL BE PROTECTED AS "++ BUCK T BUCK
REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE MAX
PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED __L %I _ py(' I 10-1/8" I I
IN THE FLORIDA BUILDING CODE. MAX j I
6)ADHESIVE SEALANT SHALL BE USED BETWEEN -
SUBSTRATE AND FLANGE OR FIN.OVERALL +:�,''j / 6 117-1/2"MAX I 17-1/2 MAX
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE
OF INSTALLATION SHALL BE DONE BY OTHERS.
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE 3-5/8'MAXI I - --- 1,;� 3-5/8°MAX I I
I --
SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE
MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING
COMPLIES WITH ASTM E1300.
' FLANGE FRAME, FLANGE FRAME,
8)THE 113 STRESS INCREASE WAS NOT USED IN THIS EQUAL-LITE SASH STYLE ORIEL SASH SME
ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF WOOD SCREWS.
TABLE 2:
9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE Min.Edge Min.
TABLES,ALWAYS ROUND UP TO THE NEXT LARGER Anchor Type Substrate Dist. Embedment
VALUE.
Wood(Southern Pine) 1/2" 116' �
1142 Steel SMS
Steel Stud Gr 33 316' .045(18 GA)
f
Aluminum-6063-T5 3/8" 116'
r�r Steel A36 318" 116
TABLE 1:
:3
114 MasorvA 4#ii,2.COncrete:.'
Buck Size Design Pressure Certification Test ,'1,,�a�w:.R
Sash Style Options p _Anchor i. 7Hd10w CMU"`�'� 2-112 1=114 ,
Width- Hei ht (#).psf (-;psf; - w_ Numbers Repo
Equal Ute (;;+ 110 NoJReinf TP Glass ATI- NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMEM SHALL BE MIN.3 THREADS
75„ — _ -
P11 t4 , 7 BEYOND INSIDE FACE OF MATERIAL.
or Oriel 80 150 Rail Reinf.,Tp.Glass 76462.01
1:•�IfIllrrrr. !
D,.."er. D.r: wsla nEMamurat�nornearA mrtAa®
Vyv•�'i�•.��((`.•, J.ROSOWSKI 03/16111 ALUMINUM 6063-T6
ANDPRRCPjXT Ry NOF0f Cl'60F?M
or. R°Havc aDmc ffmYewi=wwwa x i
MYfM%M4:VrnEww""wwr I
_ N�.55105 rsr WA3rramlem.
' O 6 I S ',+ - 1070 TECHNOLOGY DRIVE
U I NOKOMIS,FL 34275
ST.TF.OF �� FLCERT.OFAUTH.:29296 SINGLE HUNG INSTALLATION
���� ... .....��w. A.Lynn Miller.P.E. sord�bae sar a,.r om,xcAe R°✓ !
Sr�)i'ir t_ H-800 NTS 1 of 2 303111 6J
P.E.P.E.#68705
i
EDGE _
DISTANCE
SLBS kTE
r j : S STRA'E I /
- EMBEDMENT i� � SHIM EXTERIOR
EMBEDMENT c I'. / 1 - .
' ANCHOR SU
BELOJ�
1X WOOD 0 MEETING RAIL
SHIM (MUST BE _
SHIM FLATHEAD) 1°
*"
EXTERIOR /
EXTERIOR ANCHORS
kA ABOVE_
MEETING FLANGE FRAME.
FLANGE FRAME, FLANGE FRAME, RAIL JAMB INSTALLATION
HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE)
(DIRECTLY TO SUBSTRATE) (USING 1X WOODSTRIP)
vk S ANCHOR SUBsrRA i EXTERIOR
c
BELOW
S MEETING RAIL
S (MUST BE
5
FLATHEAD)
EXTERIOR
EXTERIOR 5
o
NO
1 NO ANCHORS
_ ANCHORS REQUIRED ANCHORS I
REQUIRED ABOVE1X SHIM
MEETING WOOD
c� RAIL
FLANGE FRAME. ,�,{ ,`.'r;/�� •::,
SHIM r C.•. ••_...... CA If
SHIM JAMBINSTALLATION
- �� (USING 1X WOODSTRIP) �•:•'• �"
1X WOOD
-
�'6 I5 vry.•
UB RAT _- - .:,�•-.
t
FLANGE FRAU E SU TRA E i '�`s�••--"" 7
SILL INSTALLATION -- It�,•`•,•,`
(DIRECTLY TO SUBSTRATE) r, r
pwn Br. UDR MMYt IICFrCYYN11,]LI�'07G/AWAIAIFD
SILL NSTALLATION GE FRAE,
J.ROSOWSKI D3/16/11 ALUMINUM 6063-T6 9ff
(USING 1X WOODSTRIP) W. a� www,a• 0Mr rw Mum r
AxrlO llro VrnEm�x%rrel i
INSTALLATION NOTES:
1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS.
2)FOR SMOOTH SASH OPERATION,THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS.FOR 1070 TECHNOLOGY DRIVE l
ALL OTHER ANCHORS,FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. NOKOMIs,FL 30275 7A�
FL CERT.OF AUTH.:29296 SINGLE HUNG INSTALLATION
3)MAX.SHIM THICKNESS TO BE 1/4'. &n w�nw a..-
4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn MNer,P.E. t
P.E.#58705 SH-800 NTS 2 of 2 3031511JR )
Florida Building Code Online Page 1 of 3
RECER' D FES O S 2016
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e
accr(s(��.�:,�?n �fl'! BCIS Home j Log In t User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map Links ( Search
Fli i ;
Busines
Professional 00
} Product Approval
+.USER:Public User
Re u!awn
� Jl Product Approval Menu>Product or Aonlicatlon Search>AUolication List>Application Detail
FL# L1_
Application Type to
Code Version 2
Application Status Appr
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer -G Ind st es
Address/Phone/Email 1070 Techno gy Drive
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 CeFior
Subcategory e e A s a
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/14/2015
Date Validated 09/17/2015
Date Pending FBC Approval
Date Approved 09/20/2015
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R7.=_(.; QC k4&123_LPdf
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 R26 11 14.0123.11.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:
251.2 6'0 P - -T C Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.07 HP.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resists a 03/24/2020
Design Pressure Insta la s ction
Other:Please see is i-Dade County Notice of Acceptance(NOA)for
product performance Information,anchorage details,and anchor type, flid -
size,and spacing information. Created by Independent Third Pa
Evaluation Reports
Created by Independent Third Party:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.11.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 T1 15-0609.11.Ddf
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:
251.4 ISGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 14-0128.11 Door.DdF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 14-0128.11 Door.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:
251.5 ISGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.08 HP LM.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 R26 11 15-0106.08 HP LFt.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 R26 C CAC 15-0106.09 HP SM.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 R26 Il 15-0106.09 HP SM.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:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.12.Ddf
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 R26 Ii 15-0609.12.Ldf
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 R26 C CAC 15-0609.10 DR.Ddf
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 INCA)for FL251 R26 11 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-2770(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.2df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 2/8/2016
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 R26 11 15-0409.02,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(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0612.06 LM.Ddf
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 R26 IT 15-0612.06 LM,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:
251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 X76 C CAC SSSJ•07 SM.odf
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 EUL5 L R7G IT IS-0612.07 SM.Ddf
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-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL.251 R26 C CAC 15-0409.04.adf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2016
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IT 15-0409.04.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:
251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409,02.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2016
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 It 15-0409.02.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:
�At,�.,t RE
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 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 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:
a..5.
FOR Hk
tiCC1lrltt 14 E:a'S21 Citi
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http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 2/8/2016
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MIAMIMD,4DE
1[IAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPART11IENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE AD1•IINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) r+,%yw.mtantidode.so,/economy
PGT Industries
1070 Technology Drive,
Nokomis,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use ofconstnlction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to
be used in Mianli 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 Count),) reserve the.right to have this
product or material tested for quality assurance purposes. If this product or material fails to petl'orm 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. PERA reserves the right to revoke this
acceptance, if it is determined by Mianli-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Sebes". fes;- °' urnintim Sliding Glass Doors w/900& 1350 corners-NI
APPROVAL DOCUMENT:Drawing No.PGTO128(former PGT0001 Rev C), titled"Series 670 H.P.Alum SGD-
Non-Impact",sheets I through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 01/30/15,
signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Mianli-Dade County Product Control Section.
MISSILE IMPACT RATIN . IR proved Hurricane Protection devices,complying w/FBC,as applicable
are required.
Limitations:
1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&
width per tables I thru 3.See sheets 6, 7 and 8 for Design Pressures(DP),glass types,Silt type for Positive DP
limits,applicable Standard or Heavy Duty parts and anchorage requirements.See sheet 10 for straight configured
units and sheet 11 for corder units. Pockets& Egress requirements to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with dee manufacturer's name or logo,city,state and series and
following statement: "Miarni-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 all endorsement of ally product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with ally section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT; The NOA number preceded by the womis Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,Hien 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&renews NOA#l.1-1018.17 and consists of this page I and evidence page E-1,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
MIAMI DAD£COUNTY Min3`Aft' on1.W5 An r2i ii 2070e
Approval Date: February 19,2015
Page l
IV
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer`s die drawings and sections
2. Drawing No.PGTO128(former PGT0001 Rev C),titled"Series 670 H.P. Alum SGD-Non-Impact",
sheets I through 22 of 22, prepared by manufacturer,dated 02-02-14 and last revised on 01/30/15,signed
and sealed by Lynn Miller,P.E.
B. TESTS
1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared
by Fenestration Testing Laboratory,Inc.,Test Reports No(s)TTL-5979,FTL-5980,FTL-5994,FTL-
6002,FTL-6034&FTL-6035,dated 08/10/093 all signed &sealed by Julio Gonzales,P.E. (All above
test reports submitted under files# 11-1018.17/#09-0826.13)
2. Reference Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,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 (b) and TAS 202-94
Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared by
Fenestration Testing Laboratory,Inc.,Test Reports NoFTL-7554,dated 11/01/13, signed &sealed by
Marlin D. Brinson, P.E(This file has addendum letter dated 08/14/14& marked-up drawings dated
08/19/14 and revised interior astragal marked-up Dwgs dated I 1-11-13,all issued by Fenestration
Testing lab.)
3. Additional reference supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18.
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 03/18/14,06/25/14 and last revised on
01/30/15, sheets I t1u-167,prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies with ASTME-1300-02,-04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS
1. Statement letter dated 06/25/14 of compliance to FBC 2014(5°i Edition)and"No financial
interest", prepared by PGT,signed &sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises & renews#11-1018.17,expiring April 07,2015.
2. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014(51"edition).
3. Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gascon, P.E.
4. Test proposals No(s)09-0177,0177-A,B & C approved by BCCO.
4. Letter of commitment dated February 20,2014, issued by PGT,signed by A.Lynn Miller P.E.
Ahaq I.Chanda,P.E.
Product Control Examiner
NOA No.14-0123.11
Expiration Date: April 07,2020
Approval Date: February 19,2015
C-1
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLEA:
INCLUDING POCKETS &900/1350 CORNERS Group Anchor substrate Frame Min.Edge Min.
Member Distance- Embedment
GENERAL NOTES Foncrefe-(min.2.55 ksl) HeadISHI/Jamb 11 7w-
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 1 1/4*Elco UltraconIamb—only 2-112* I-lf4'
2)DESIGN PRESSURES: Grouted --Jambwlv-- —2-112L—__A'w4'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. ASS Ca'reta T,Orwarrial�ii 4'
B.POSITIVE DESIGN LOADS BASED ONWATER TEST PRESSURE AND GLASS TABLES ASTM E1300. =X] ilifiT712—in AAW
-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS "M 39
3)ANCHORAGE:THE 33 �i= _0dWUIM
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1141 Elco Ultntoon Co rate,(min.2,85 kat) Head/8111 1. 11318"
Untirouted CMU(ASTM 0-90) Jamb only 1. 1-114*
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southern Fine(SG=0.65) HeadIS1111.1amb 9116• 1-318'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #12,1"or410
S.S.SMS, Aluminum,6063451 Headisillijamb 318. 0.083'
4)SHUTTERS ARE REQUIRED PER FBG REQUIREMENTS,AS APPLICABLE. - Steel.A36• HeaTS1111.13 b 31w 0.0so.
3 (min.1i 1hreadrArt)
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud,A653 Gr.33* HeadIS111ijamb 316* 0.0451*
NARROW JOINT SEALANT. Concrete(min.3.275 ksl) I*ad1Sl1lfJamb 1-112" 1-318*
6)REFERENCES ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSIIAF&PA NDS FOR 1/4'Elco l"S.S. Ungrouted CMU,(ASTM C-9D) Jamb only 2' 11-1f4*
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Ailgre-Gator Grouted CMU(ASTM C-90,min.2 ks]grout) Jamb-ordy _2'— 2-
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) HeadlSIIVJamb 1. 1_3181
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.southern Pine(SG-0.65) PAad1SI1l/Jemb 9116, 1-X81
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 41012,Steel SMS G5, Aluminum,60(1345' Head/SlIfffamb Xa, 0.063*
FLORIDA BUILDING CODE,AS APPLICABLE. (min.11 threadslin) Stee-A36. Head/811 amb 3/8' 0450"
J i steel Uiu—drA653 Or.33* HeadIS1111damb 3f8l 0,0451*
TEST REPORTS:FTL-5254,FTL-6979,FTL-5980,FrL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-7554 AND ATI 72138.01-1401-18 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION,
-P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
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.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP
3)WOOD BUCKS DEPICTED AS I X ARE LESS THAN 1-112-THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS GENERAL NOTES I
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3
RESPONSIBILITY OFTHE ENGINEER ORARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GLAZING DETAILS............4,5
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ANCHORAGE.....................6-14
BE REVIEWED BY THE AUTHORITY RAVING JURISDICTION. DESIGN PRESSURES 6-8
6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, oi coinplyi*ir wft%tN 010"
INSTALL DETAILS 12-14 BuidkviCdt
MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15.16 A.,Wu-v
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILLTYPES 17 J..PhOlon It.
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BYTHE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18.19 by
PARTS LIST.......................20 MWilit.dn ..r
TEXTRUSIONS....................21,22
ABLE B,SEE DETAILS ON SHEETS 4&5:
Glass
Type Description(Listed from Exterior to Interior)
G1
DESIGN PRESSUR8 Mp GLASS+518•AIRSPACE+3/16'TEMPERED GLASS E R
(12A SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE 14 "1",
SHEETS 6.7&8 IMPACT RESISTANCE yCEN
yCEN
z�
N..53705
R�Wee- !�3a 6
ro7onscHNoowpirtim GENERAL NOTESANDMAP STATE OF
N.VEMCE,FL 34276
7%.7bF
Lf SGD-NON-IMPACT Ali-
SERIES 670 A
JR M20114 CERT.OFAVIN.p29165 sao.Srtr I NTS 1 -22 PGT'0128 F.E 58705
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw,"Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 13 PER TABLES 1-3 13 CAN BE OXXXp.
2)90'&135-CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX
UNIT U97 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
Am
L' -4, MAXI t 't
HEIGHT HEIGHT cl
ir
PER TABLES 1-3 f y PER TABLES 1-3
1112w "X"=OPERABLE PANEL,
I'D"=INOPERABLE PANEL,
POCxer i Pocl(Er 4 y °P"=POCKET
f—DETAIL LETTER
WOOD OR METAL INSTALLATION
2-PANE V w c =ZNCRETE INSTALLATION
CONFIGURATIONS 1 CONFIGURA SHEET NUMBER
— MAX.UNIT WIDTH MAX,UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
NOM.PANEL WIDTH a NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 1 PER TABLES 1-3 2 t 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
Idw W9
tm_ I I'§
MAX.UNIT vlu 0tj RQr MAX.UNIT
It I 1 HEIGHT
HEIGHT 9
PER TABLES 1-3 N
TABIPLEERNU
LESI-3
POCKET POCKET
l"ll Me 14 -0 A I,�. '
MW \,1�12 12 1u
PRODUCT kWVIWD
MAX.UNIT WIDTHax wasoylg kb tim fkdd&
MAX.UNIT WIDTH — 0.ldlr*C0ft
AcapU
NOM.PANEL WIDTH NOM.PANEL WIDTH "O.' "M,
PER TABLES 1-3 PER TABLES 1-3 1 3 ?. 1
ah dh
uv I w I w
to1dh- az di!siso-
MAX.UNIT MAX.UNIT SEE
HEIGHT ff NOTE
HEIGHT 1 13 8
PER TABLES 1-3 PER
TABLES 1-3
�/ SHEET.
po': rLYNN
3
5-PANEL CONFIGURATIONS
Typ.
No,58705
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
xz
STATE F
EX4MPLE CONFIGURATIONS
fo mcwmaymm
N.VENIC4 83427E ffl
oYmr j9xRF.- (04448046W SERIES 670 ALUM.SQD NON-IMPACT
A.I.WN MIaLO P.E.
JR OT120/t4 C&Rr.OFAUTH.as spuaro NTS 2 22 PGT0126 P.E.0 55705
GLAZING DETAILS(G1 &G1A)
3/16"T GLASS
74
EXTERIOR 82
a 16
3/4"NOM.
GLASS
BITE
78
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
1/4"T GLASS '�F
(3/4"NOM,
EXTERIOR 82 t
btlu
a w co OYI.g with the 8fut4A
HuldlN Cab _p Z •��
A—pl. eNoJ
EgilreAoo Dete
8Y S
ulaw oNcolum
~
78
ttlllll//
UNN
No.58705 �Y
GLAZING NOTES:
"T"=TEMPERED �03 , ,�i5 �1
x.moe/- mm nnams o.el� O ST rE O
R 1070TECHNOLOOYORada GLAZING DETAILS -'4F•'•FCOIiIOa.•'•�\�'�
N.VENICE FL 94175 SERIES 670 ALUM.SGD-NON-IMPACT /S/;UIN�1At-��C`
ra4q�so lsao A.I vNNIM1 W.P.E.
avr n..nveb a.c
°""neJ °i� A1IX CERT.oFavrN.NTo198 ° soo�lo NTS 4 d 22 PGT0128 REM 58705
JR 02/20/14
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90"or 135°caner unfis,see sheet 11 (Water Infiltration Rating)
Table applies to all Glass types andDoor Unit He hl Sill Riser Height OH LENGTH I_-
�. g6•
the Stile/Astragal types shown below. (+)Design
w. 69-7/8'DLO 73-7/6"DLO 797/8' 0 -7/8• LO (Flat or Box,see Pressure,psf x
Posit"roe(+)DP may be Iinfted by Sheet 17) (0
AnchorGmup AnchorGmup Anchor Group MchaGrSup OH LENGTH oC
Table IA. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-112' see note 3 OH RATIO=OH HEIGHT Z 0 OH RATIO Z 1
Des-n Piessum +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.0/-1029 - 40,.6,;__, = 0
24' 17" Head/Sill C4+1 G7+1 C4+1 C4+t C4+IC4+1 C4+1 G1+1 C4+1 C4+1 C4+1 G1+1 C4+1 C4+1 C4N CAN R1e_Aiy - j'[%4i1 ,.0 O
DLO Jamb 8 9 8 a 8 9 6 a 8 8 8 8 8 8 8 9 High-4" 0.
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+8 %+8 7+8 7+8
Desiin Pmvsum +90.0/-106.3 +90.0/-100.2 +90.0/,92.2 +85.3/-65.3 SEE NOTES 1-3 SEE NOTE 3
�, 23" Heed/Sll &C4C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4N CAN CL. O4+1 C4+1 C4N
DLO Jamb a 8 8 6 a 8 8 8 8 a a a 8 a
P-hook 8+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 NOTES:
Design Pressure1=9 r9 +87.3/-87.3 +8a0/-80 +73.8/-73.8
" 29 Hoad/Sill G4 C4+1 C4+t C4+1 94+1 C4+1 CAN C4+1104+1 C4+1 C4+1 C4+1 C4r1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4°SILL.
Jem6 a a8a a 88 8a a 0 8
7.8 7+a 7+8 7+a 7+a 7+87+6 1+8 2)W HEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
Design Prassum 89k%T83Y"m +78.4/-78.4 +71.6/-71.6 +63.8/85.8 THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
42^ 35" Head/sill C4+2 C4+2 C4+2 G4+2 Con C4+2 C4+2 G+2 C4r1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 G4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
a DLO Jamb a 8 8 8 a 8 a 8 8 8 8 8 8 0 a B
_ P-hcok 6+7 6+7 s+7 8+7 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+8 7+6 7+8 7+8 1A.
oes eaNS ure C4*2.,*77<1r/c7.Td1 +720/-72 +65.5/A5.6 +6p2 C4,,
41" HeedlSia iC432,�+ G4 "C:'- a4+2jC4+2jC4+2 Cq+2 G*2 C4+2 CA+2 C4+2 GS+2 C4+2 C4*2 C4+2 C4+2 3)4",3-1l4"AND 2-1l2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
OLo Jamb -,- H 6 as e e a e e a a 8 8 a THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P-hook 7+8 7+e 7+8 7+a 7+s 7+6 7+8 7+e 7+a 7+B REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Dasgn Pressure --+72.5/-72.5 /-67.4 +61.0/-61 +54.7/54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
�, 47' Head/Sll C4+2 C4+2 C4+2 C4+2 2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 Gln BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
oLo Jamb e a e e e a e e e e a e s e INFILTRATION.
P-hook 8.7 ar7 8+7 6+7 7+8 7+8 7+8 1+8 1+8 7+8 7+8 7+8 7+8 7+8Das nProssum ♦69.1/-69.1 .0/-64 +57.6/57.8 +50.6/50.653' HoedlSll C4+2 G7+2 C4+3 C4*3 C4+3 C4+3 C4+2 C4+2 C4r2 C4+2 C4+2 C4+2 C4+2 C4+2 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCEAND EMBEDMENT
�" DLO Jamb 6 8 8 a a 0 8 9 8 6 6 8 8 8 INFORMATION.
6+7 6+7 6+7 6+7 7 7+g 7+8 7+8 7+87+87+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
DLO WIDTH=NOM.PANEL WIDTH-7"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED.
NWDIIC-1'kYVWCD
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" tla�M rbe rbld+
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHE 18&19 FOR ASSEMBLY DETAILS. a'ph.0.Draw
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ .'; 1M. \ `
Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal 6S 1ae�e ,N
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Inside
Standard Astragal Outside Corner„ Outside Corner
Corners
r�LJ�13-9 Inside a�
Insidelde Cor, Corner Outside ,
Corner ���ONV LYNN
Part N60(Stile) Part g61(Stile) par[4319(Out.) Part 461(Stile)
Part 460(x2) Part 460 Part 460 Part 4611 Par[4118(Corner part 4120 In. Parts 431&432 Part 461 ��Q���•''�7CENgF'•��cQp
Part 467(Astragal) Receiver) ( ) (Corn.&Fxd Mount) y�
No.58705
t4)s
o.ala+c ',O'•, SIfATL"OF
a 1070 TECHNOLOGYDRIVE DP AND ANCHORAGE ", c�' "4ORl0l`-
SSS•• ..... ..vx
N.VENICE,FL 31776 *� �
7wi
a,: as N.VENICE,
SERIES 670 ALUM.SGD-NON-IMPACT rr CNAL
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JR 07120/14
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Quen88es Required,(for all approved contlguratrone on Sheets 2 8,3) Sill Height to Max.(+)DP
Forcomor aslmgai anchorage on too or 1350 comer unite,see sheet 11 (Wafer Infiltration Rating)
Table applies to ea Glass types and Door Unit Ho ht
the Slile/Astragal types shorn80" �• �' 962 to• 114• tz0• Sill Riser Height + Design
below.Po.ft (+)OP may be 69.7!9' 73.7/8• O 79.718-D 85-71W LO 91-710'DLO 97-7f8'D -18' O 109-/8'DLO (Flat or Box,see ()
limited by Tad.2A. -Ano roup w-or Group Anc ramp Anaheir roupAnchorGroup nc rOroup nc Group Anchor roU Sheet 17) Pressure,Psi
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 1 4 1 2 3 4
Des n Pressure +90.61-140.0 . - .0 +90.0/-220 +90.01-114.0 +90.0/-106.0 .90.01-99.0 1 490.0/-93.0 4 80/-88.0 Flush-14/2' see note 3
24' 17• FleadfSiB Coat C4N C4N C4+1 C4a1 C4N C4.1 Coat C4N Cq+t C4a1 C9+1 C4.1 C4+t C4+1 C4.1 C4N C4N CdN C4+1 C4N CA1 C4N C4N C441 C4+1 Chat C4+1 C4+i C-1 04+1 C4+i Low-2-1/2" +48.87
DLO Jamb B 8 8 e e 8 8 8 8 8 8 8 8 8 8 B 10 10 10 10 f0 t0 10 10 70 10 10 10 f0 10 10 10
P400k BN 7.8 788 7.8 7.8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7.8 7.B 7.8 7+8 8.9 8+9 889 8.9 8+9 8.9 880 8.9 9.10 9+10 19+1019410 9+10 9+10 9+10 910 Medium-3-1/4' +60.0
Dos/gn Prossum +90.0/•141.8 +90.0/•133.6 +980/-122.8 +90.0/-113.9 •90.0/•105.8 .90.0/-99.f +90.0/•93.1 +87.8/•87.8 High-4'
30, 23' Haad/sm C6N CS+i CSa2 05.2 C61 CSN C5a2 Csa2 C61 CSN C5N C5N C5N C61 C61 C6N C5.1 C5N C5.1 Cs1 C5N C5N CS1 CSN C5N C5N C5+1 C5N C6N C5N CSN C5N SEE NOTES 1-3
DLO
Jam
8 B 10 u 8 8 10 8 8 8 10 8 8 8 10 8 10 to f0 10 10 10 10 f0 10 10 10 10 10 10 10 10
P.hook 7+8 849 8.9 8.0 7.8 6+9 B•9 8.9 Tae 0.9 8+8 B+9 7+8 8.9 Sag 8.9 a.9 6.9 0+9 8+9 B+B 8+9 8.0 8.9 BNO BNO BNO BNO 9N0 91019+1010.10
Desfgn Pressure +80.0/•123.9 +90.01.116.4 +90.0/•106.7 +80,0/-98.6 +90.01-9f.4 +85.3/-85.3 +90.0/-60.0 +753/-7b.3
29' hfoad/Sla C5+2 C5.2 C8+2 C5+2 C5.2 C5.2 C5.2 C5+2 C5+2 C6+2 C6+2 C5+2 C5N C6a1 C5.2 C5a2 C5+t C6+1 C5+2 C5+2 C5N C5+1 C5+1 C5.1 C5N C6N CSN C5N CSN CSN CSN C5+1
OLO lamb 8 8 10 8 8.. 8 10 8 a a 10 8 8 8 10 8 10 10 10 10 10 10 10 10 f01 10 10 1 10 10 1 10 10 1 10
P400k 7aB 8.9 8.8 889 7.6: 8+9 6+9 8+9 7+8 8.9 8+9 1 8+8 1 7.8 849 8+9 0.9 1 6+8 1 8+9 1 8+9 1 8+9 8+9 1 6+9 8.9 8.9 910 9N11 9N0 9NO 9.1019+10 9+1019+10
Design Pressure +90.01-111.6 +90.0/-104.5 +90.0/-954 +87.8/-87.8 +81.3/-81.3 +75.7/-75.7 +70.8/-70.8 +6851.66.b
42' 3S• HeadlSlg C5+2 C5.2 CS-2 C5+2 C5+2 C5.2 C5+2 M+2 C6+2 C6+2#542 CSa2 CS.2 CS•2 C5+2 CS+2 C5+2 C5.2 C5+2 CS+2 CSa2 C5.2 C5.2 C5a2 C51 C5N C6+2 C5+2 C5+1 05.1 C5+2 C5.2
DLO Jamb 8 8 to 8 6 a 10 8 8 a f0 8 8 8 10 a 10 10 10 10 10 10 10 10 10 f0 10 10 t0 10 10 to
P.hook 7.8 8.9 6.9 8.9 7+B 0+9 8+8 &B Tae 6•B 8+9 8+8 7.8 8+8 8.9 gag 689 0+B 8+9 5+0 8.9 B+B 9.9 8.9 9+10 9+10 910 BNO 9+10 9N0 9+10 9N0
D9slgn Press= +90.0/-102.9 +90.0/-950 +87.31.87.3 +80.0/•80.0 +73.81.73.8 +6861.68.6 +64.0/•69.0 +60.01.60.0
�, 41' Hood/Sill C6+2 C5+2#543 C6+7 C5+2 C5+2 C5+2 C5+2 C5+2 C5.2 C5.2 CS-2 CS+2 CS+2 C5+2 C5+2 CS•2 C5+2 C5+2 C6+2 C5+2 CS•2 C5•Y CSt2 C5.2 C5.2 C5+2 C5+2 C5+2 C5.2 C5+2 C6+2 DLO WIDTH=
DLO Jamb 8 a t0 8 8 8 10 0 8 B f0 8 B 6 10 8 10 10 10 10 10 10 10 10 10 •0 10 f0 t0 10 10 10
P.hook 7+8 8.9 8+9 8.9 7+9 8+9 9+9 8+9 7+8 8•B 8+9 849 748 8+9 8+e 8+9 8+9 8.9 8.8 8+9 8.9 8+0 849 8+9 9+10 9+10 9+10 9.10 e10 9+10 9+t0 9+10 NOM.PANEL WIDTH-7°
Design Prassum +83.01-83.0 +77.2/-77.2 +69.8/-09.8 +63.81-63.8
64, 47' Hoadf in #442 C4+2 C6.3 C6.3 C4+2 C4+2 C5a2 C5+2 C4+2 C4+2 05.2 C5+2 04+2 C4.2 C5+2 C5+2 DLO HEIGHT=
01.0 Jamb e a e e e B e a e a e 6 B B a e DOOR UNIT HEIGHT-10.125"
P400k a+7 7.8 7+B 7+8 7+8 7.6 7.8 7+8 7+8 7.8 7+8 746 7+8 7+8 748 7+0 Not available in these sizes
DeslonPr.sswe 479.21.79.2 473.3/-73.3 +66.0/-66.0 +60.0/ .0
53• Heausia 0483 CA+3 C5+3 C6+3 04+3 C4+3 C5+3 CS-3 C4.2 C4.2 C5+3 C5.3 C4+2 CAa2 Cyr C5+2 PANEL HEIGHT=
DLo Jamb a a e a e a e e B e e 8 e 8 a 8 DOOR UNIT HEIGHT-1.866"
P-hook 6+7 7+8 1 7+8 1 NB 7+8 1 7+8 1 7+6 1 7.8 7+8 1 7.8 1 7+8 1 7+8 7+0 788 7+8 7+e
O= EXAMPLE ON SHEET 9
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.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @
Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal
Heavy-duty Stiles HeavydutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile
Standard Astragal OutsideIncl e
Outside Corner
Corner 1•Hd,,4 ki vlbe0
FTL 2:1V �rWiM Cod4
Inside- � AnsptueeM9 _ t2 .O
Insidelde Cor Corner Outside tylr�fls�4w u 1:114 t.
Corner
Par
Part V61
Part#61(x2) Part#61 Part$161Part#61(Stile) part IX61 Par[t#118((Colmer Part#119(Out.) parts#31(&t#32 Part#61 �M
Part#67(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount)
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 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. I
WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE FRES.UNCHANGED).SEE TABLE 2A. OH LENGTH
INFILTRATION3)4'.3-1/4"AND 2-1/2'SILL HEIGHTS ARE TESTED FORWATER IS NOT AND MUST ONLY BE USED
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE2 MAY BE USED WHEN THE DOOR IS S2 10Ny LYNN Afl I/i�
w �
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION ISNOT RATED FOR =
..........
OI OH RATIO 2 1 F •. P
WATER INFILTRATION. = oo ��,•' �1cENs F
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. O _ zk No.58705
5 DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH
OH RATIO= OH HEIGHT
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTE 3 �17 •,� 9 � q;
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JR 0220/14