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Product Approval RECEIVED-
USER:Public User
x NOV 2 31016
Product Approva?Menu>Product or Aoolication Search>Application List>-A
PERMITTING
-` FL# FL251-R28
St.Lucie County,FL
`> o Application Type Revision
Code Version 2014
Application Status -
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technol
enice,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
l Address/Phone/Email
Category Exterior Doors -
Subcategory Sliding Exterior Door Assemblies
Compliance Method
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards -
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval _
Date Approved 08/30/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 11/21/2016
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use HVHZ:Yes
Approved for use ou HVHZ:Yes uality Assurance Contrac plra n Date
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NO )for FL251 R28 ii 16-0629.03.odf
product performance Information,anchorage details,and anchor t Verified By:Miami-Dade BC
size,and spacing information. ird Party:
Evaluation Reports
Created by Independent Third Party:
251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.04.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 I1 16-0629.04.pdf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 1128 C CAC 16-0629.05.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 !228 1: 16-0629.05.1)df i
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 jSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R23 C CAC 16-0629.06.1)df f
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 R28 iI 16-0629.06.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 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.07.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 li 16-0629.07.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 jSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.08.1)dF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.08.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 jiSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.10.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R2S II 16-0629.10.1)df
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0609.10 DR.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C. CAC 15-0612.06 LM.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 11/21/2016
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 R28 II 15-0612.06 LM.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
p Created by Independent Third Party:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.rdf
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 R2;i It 15-0612.07 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:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes 0251 R78 C CAC I5210:02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-251_R28 II 15-1210.02,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:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.01.13df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-251 R28 II I5-1210.Gi.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:
Ku lm
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
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:
WN Eq 0
Credit Cara
Saic
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 11/21/2016
MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/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 Velocity Hum*
DESCRIPTION- eries "670HP"Aluminum Sliding Glass Doors w/Reinforcements
APPROVAL DOCUME : rawmg o , ' luminum SGD NI",
sheets 1 through 10 of 10,prepared by manufacturer,dated 08/05/07 and last revised on 06/08/16, signed and
sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control tice
of Acceptance number and a it 1 j::ami a e Coun ro uct on r01 Se
M " �ISSILE IMPA TING:None: Approved Hurricane Protection devices,co C,as
applicable are requir
Limitations:
1. See table 1,sheet 4 of this approved drawing set for applicable SGD unit sizes,design pressures,
reinforcements,glass types,sill riser for positive DP limit and anchors requirements.
2. Egress operable doors must comply with min clear width per FBC,as applicable.
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#15-0106.07 and consists of this page 1 and evidence pages E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No:16-0629.04
MIAMMDADE COUNTY Expiration Date: March 24,2020
Approval Date: July 28,2016
Page l
�i
�f
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
A. DRAWINGS
1. Manufacturer's die drawings and sections(See test report below).
2. Drawing No.PGT0003 Rev E,titled"Series 670 H.P.Aluminum SGD-NP', sheets 1 through 10 of
10,prepared by manufacturer,dated 08/05/07 and last revised on 06/08/16, signed and sealed by
Lynn Miller,P.E.
B. TES'T'S
1. REF Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/
TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc.,
Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16, 06/07/16 and
06/20/16, all signed&sealed by Idalmis Ortega,RE
2. ` Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Aix 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 Report No FTL-5987 and FTL-5995,
dated 08/10/09,both signed&sealed by Julio Gonzales,P.E.(submitted under#11-1018.18/#09-
0826.14.
3. REF test report FTL 7825 for Alum XOX SGD per TAS 201,202 &203-94(submitted
under#15-0106.07).
C. CALCULATIONS (submitted under 415-0106.07)
1. Anchor verification calculations and structural analysis, complying with FBC 51h Addition
(2014),prepared by manufacturer,dated 03/05/15, signed and sealed by Lynn Miller,RE
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 (submitted under#15-0106.07)
1. Statement letter of conformance to and complying with FBC 5"Edition(2014), issued by
manufacturer, dated 12/31/14, signed and sealed by Lynn Miller, P. E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises#15-0106.07, expiring March 24,2020.
2. Test proposal# 16-0152 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (5t''edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon,P.E.
5. Test proposals No(s) 09-0177,0177-A,B &C approved by BCCO
Is aq L Chanda,P.E.
Product Control Examiner
NOA No.16-0629.04
Expiration Date: March 24,2020
Approval Date: July 28,2016
E-1
MIAMIDDADE MIAMI-DADE COUNTY
v PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miatnidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive,
Nokomis,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 VelocibLu
jwiie
one.
DESCRIPTION• eries"SGD-670"Alum um Sliding Glass Doors w/901&1351 corners NI
APPROVAL DO o.PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1
through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,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 Mia ty Product Control Section.
MISSILE IMPACT RAT G:None: 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 1 thru 3.See sheets 6,7 and 8 for Design Pressures(DP),glass types,Sill 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 corner units.Pockets&Egress requirements to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement-of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request ofthe Building Official.
This NOA revises NOA#15-1013.14 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
o. 3
MIAMFDADH counmr iration Date: April 07,2020
Appro
l lZPage 1
4t
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBIMTED
A. DRAWINGS
1. Manufacturer's die drawings and sections(submitted under files See below)
2. Drawing No.PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1 thru 22 of 22,
prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by Lynn
Miller,P.E.
B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/
TPS, Super,Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,Test
Reports'No(s)FTL-8717,FTL 8970 and FTL-8968,dated 02/15/16, 06/07/16 and 06/20/16,all
signed&sealed by Idalmis Ortega,P.E.
2. Test 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)FTL-5979,FTL-5980,FTL-
5994,FTL-6002,FTL-6034&FTL-6035,dated 08/10/09,all signed&sealed by Julio Gonzales,
P.E. (All above test reports submitted under files#14-0123.11,#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,RE(This file has addendum letter dated 08/14/14&marked-up
drawings dated 08/19/14&revised interior astragal marked-up Dwgs dated 11-11-13,all issued by
Fenestration Testing
3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18.
4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201,202
&203-94,issued by Fenestration Testing lab(Test report submitted under file 415-0430.08).
C. CALCULATIONS(submitted under file#14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14,06/25/14 and last revised on
01/30/15,sheets 1 thru 67,prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies with ASTME-1300-02,-04&-09.
Lk A",
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS(submitted under file#14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014(5h 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#15-1013.14,expiring April 07,2020.
2. Test proposal# 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD&Bi-fold doors referenced to FBC 2014(50'edition).
4. Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gascon,P.E.
5. Test proposals No(s) 09-0177,0177-A,B& C approved by BCCO.
aq 1.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-2
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLEA
Group Anchor Substrate Frame Min Edge Mln
INCLUDING POCKETS&900/1350 CORNERS Member Distance" Embedmert
GENERAL NOTES Concrete min. Kai) awSti Jamb 1• t s
1 GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&S. t 1/4 Elco U treaon Unprovled CMU.(ASTM,2 Ka Jamb only 2-1/2' 1-114'
min.2 Kai mut Jamb only_ 2-1/Y. . 1314'
2)DESIGN PRESSURES: Cancreta(min.3.35 ke0 a 13/4•
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 1/4'Elco 410 unprouted CMU,(ASTM C-90) Jamb only 2.1/r
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CreleFlex P.T.Southern Pine SG-0.65 Head/Slp/Jamb 1• 1.395'
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Ira'Eleo utrecon
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Unprouted CMU STM CSO Jamb ont 1• 1-114
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA p12 to a of 4,10 P.T.Souuxm Pine(Sr=0.55) HeadlSlwJamb 91115" 113/8'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Aluminum,soe3TS' Head/SlJamb 3/s- 0.053•
4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 thmadalin) Steel A38 Haad/SIIUJamb 318 0.050
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH steel Stud.A653 Gr.33• HaadrSiWJamb 3/8' 0.0051•
NARROW JOINT SEALANT. Concrete(min.3.275 ka0 FmdlSIIVJamb 1-1/2' 1318'
0)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSUAF&PA NDS FOR 1/4'Eloo 18.8 S.S. Unprouted CMU,(ASTM C-90) Jamb only 2' 1-114'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. AppniOator Grouted CMU(ASTM C-90,min.2 Kai grout) Jamb only 2' 2•
T THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P•T.Southam Piro SG•0.55 FWNSIIVJemb t• 1318'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southam Pine 1345*55) W&JISiuJamb 3fw .De
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 #12,.steel SMS 0.S, Aluminum,6083T5• HeadISIY/Jamb 318' 0.053•
(min.11 lhreadaM)I Steel A38' HaadISlY/JamD 318' 11.05(r
FLORIDA BUILDING CODE,AS APPLICABLE. I Steel Stud A653 Gr.33' Headlsll#Jamb 318' 0.0051•
TEST REPORTS:FTL-5254,FTL-5979,FTL5980,FTL-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. NOA DRAWING MAP
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'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.1X AND 2X BUCKS GENERAL NOTES.............1
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT 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 HAVING JURISDICTION. DESIGN PRESSURES 6-8 PRoDucrREvtmu
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, INSTALL DETAILS..............12-14 =C h WFIWW
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
carou.c.Ne 6z9o3
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 EaMnMLe:D.tsAOLG7?p�p
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18.19
PARTS LIST.......................20 srax aawtr P
EXTRUSIONS....................21,22
TABLE B,SEE DETAILS ON SHEETS 4&5:
STANDARDS USED:
Glass Description(Listed from E)dedor to Interior) :2014 FLORIDA BUILDING CODE(FBC),STH EDITION
Type :ASTM E1300.09
aANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
:ALUMINUM DESIGN MANUAL,ADM-2010 t01 I I I 1111/
GIA 114*TEMPERED GLASS eAI51S100-07/S2-2010 �� p P�
GLASS+618'AIRSPACE+3/16•TEMPERED GLASS ���''•L10EN,•'"7
02A 1'1.0.:1/4'TEMPERED GLASS+1/r AIRSPACE+114'TEMPERED GLASS ;tr:• 9F ';Fnr
DESIGN PRESSURE RATING I IMPACT RATING
SEE TABLES 1,2&3 ON I NOT RATED FOR MISSILE NO.58'05 ;(•
SHEETS 8.7&8 IMPACT RESISTANCE ..0 ..t '
1 68'l6 :�
JR 05/051168 ADDED SPACERS TO SHEET 5, F
T,it'
rorot'Eraylya.00rDRlvE GENERAL NOTES AND MAP
a0 .-"cc `"�OaiDA,..••'-'-�':~
(a111631T1a SERIES 670 ALUM.SGD-NON-IMPACT
e- —T. — —.- '�" A.LYNN MILLER,P.E.
JR 07/la/14 a� CEROFAt/RC 9=0 SGD$7tl NTS 1 r 22 PGTO128 B P.E.#58705
- I
TIONS NOTES:
EXAMPLE CONFIGURATIONS ALLIGUCO FI
) GURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL'Jw^,'JC','Xw'OR%e INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH N .PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
PER TABLES 1-3 PER TABLES 1.3
s
2)80°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
t i ' OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT tI MAX.UNIT / / h 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3.
HEIGHT t I ¢ HEIGHT t Io`�
IZa
/ I �' 1 I' 'X'=OPERABLE PANEL,
PER TABLES 7
PER TABLES 1-3 / / i '0'=INOPERABLE PANEL,
pi-POCKET
POCKET I POCKET j eDETAIL LETTER
°w°-WOOD OR METAL INSTALLATION
1-PANEL r 2-PANEL r W "e=CONCRETE INSTALLATION
CONFIGURATIONS IFIGURATIONS SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
NOM.PANEL WIDTH NOM.PANEL WIDTH Aw Ac DLO HEIGHT=DOOR UNIT HEIGHT-10.125-
PER TABLES 1 3 PER TABLES 1-3 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866'
- \r--� -1\r---i
a �
t MAX.UNIT
MAX.UNITt i y HEIGHT is I Q y ►tROpOCf xEVICEU
I� i�y� PER I �g wao�MlMa
PER TABLESwNYq`W°elie
TABLESI� / / / / i � Au.csty.
X / Q Esfirir
POCKET I in I / / / / POCKET --
-1\r--J
3-PANEL CONFIGURATIONS c 4-PANEL CONFIGURATIONS
3
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES 1-3 t PER TABLES 1.3
-s\r---
ilh
t t t
112N Is t i g'o c MAX.UNIT SEE
MAX.UNIT i g H HEIGHT $ NOTE
HEIGHT t 1 tt S I rc PER z THIS
PER TABLES 1-3 / / / / / I s TABLES 1.3 / / SHEET.
2 �i 1.11 I I.t
POCKET
j �Q&Al V •. ��,.. �tGCN3F••..FP
5-PANEL CONFIGURATIONS No.55705 x
CORNER,TYP. —
(OUTSIDE CORNER SHOWN, ;ro a� =
INSIDE CORNER SIMILAR) ,� cr
ey. Pas rsr,+uic �+►� -O 5 A71-OF •'.4
Fly.sa°Oi aD7 �PLE CONFIGURATIONS ': S;'•XtoRIn?
IV.�vEturcE Fl .•';r^ `•`
SERIES 670 ALUM.SGD-NON-IMPACT
urmae eat mr° rr..rm"e we A.LY NN T+IILLER•P.E.
cERr.oPAum.rtesse ° s°o-eTO NTS 2 d 22 POT0128 B P.E.aseTos
JR 14
' i
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
3557!16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-114"@ 120-HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw'OR"Kc"INSTALLATION.
NOM.PANEL WIDTH ° EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE-
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
-�`r---i CAN BE OXXXp.
1 1 \jjAjlVi 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
Im s s I �+ OF ANY 2 STRAIGHT CONFIGURATIONS.
Qv- �ZNYMAX.UNIT 1 /
HEIGHT, 1e / j 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3.
96"OR 120"
BLE PANEL,
POCKET i "0"-INOPERABLE PANEL,
POCKET
6-PANEL CONFIGURATIONS
DETAIL LETTER
MAX.UNIT WIDTH °w"=WOOD OR METAL INSTALLATION
"c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH 1 t 1 SHEET NUMBER
PER TABLES 1-3
i DLO WIDTH=NOM.PANEL WIDTH-7"
qp DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
1 e 1 PANEL HEIGHT=DOOR UNIT HEIGHT
MAX UNIT t -1.888"
HEIGHT13 19 1 a / j /RDOUC f REVISED
PER TABLES 1 3
AL-dL2L.
� 3
I F.�pierW Mt
POCKET y
I
7-PANEL CONFIGURATIONS P
1
MAX.UNIT WIDTH
NOM.PANEL WIDTH 3 1
PER TABLES 1-3
im
I
c
MAX.UNIT t 3 t e e
HE
PER TABLES 1-3LYNIV
1
POCKET I h
8-PANEL CONFIGURATIONS No.58705
11TAu f�. ��•
mic awiras o•"�" .
KaOGsD EXAMPLE CONFIGURATIONS
CH sNN-
!11111
IAD
�,ty,�t�, SERIES 670 ALUM.SGD-NONIMPACT „! ;1,,,
A LYNN MILLER P.E.
JR OY20/14 CENT OFAUTK lT978B a SGD-070 NTS 3 d 22 PGT0128 B P.EA 587 Is
GLAZING DETAILS(G1 &G1A)
3/16"T GLASS
74
EXTERIOR
. a
3/4"NOM.
GLASS
7B BITE
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
molluc r itFMAD
rcwNYieg aN11hc Fl"rldf
Achy V N
�
AnfWfw`e No G6 •03
EfrirsiW UNe �
la,
,w dfH mad
1/4'T GLASS
74
EXTERIOR
3/4"NOM.
GLASS
BITE
7B
E4
I1Ili
1/4"TEMPERED GLASS,TYPE G1A ;;;0I0tal Nw.,Ile'�;�
••.l?.p
P,
'� Ido.5E705 't'
GLAZING NOTES:
'r=TEMPERED
(b,s/Ir: Ffvl,Wle iN�'• JIAG �✓•:. '
1070TEc nerve LAZING DETAILS �[n�lob,.•',:••,
(OM¢4SON I 0 SERIES 670 ALUM.SGD-NON-IMPACT
' --V ' A.LYNN�.IILLER,P.E.
q °� CERT oFAunt asxea ® EGD 670 NTS 4 d 22 PGT0128 B P.E R 58705
GLAZING DETAILS(G2&G2A) p4
SILICONE HOT-MELT BUTYL f
STRUCTURAL
1"NOM. - SILICONE
STRUCTURAL 114'NOM. FOAM 3H8°NOM.
POLYISOBUTYLEN ,r WITH _
3116•TGLASS WITH DESICCANT DESICCANT L
6/8°AIR SPACE EXT.GLASS EXT.GLASS
3/16°T GLASS
74
EXTERIOR INT.GLASS INT.GLASS
a
,24-iz7 3ra•NOM. ,24 KODISPACE ,28 SUPER
GLASS 4SG TPS SPACER�NXT'"
BITE
7e
55
ALUMINUM I
REINFORCEMENT POLYISO. DESICCANT FILL AREA t
1"I.G.GLASS,TYPE G2 BUTYLENE
6/16'NOM.7 SEAL 6�18'NOM.
BUMS SILICONE SEAL
DESICCANT ROLL-FORMED FRODOCI'REV14BD
FOAM STAINLESS STEEL uraoo=11 dteflcrmLbmwin
{
EXT.GLASS NO/�-OG2y.Oj i51t
1°NOM. EXT.GLASS
1r4'T GLASS INT.GLA93aelSa
INT,GLASS
1/2'AIR SPACE
1/4'TGLASS 728 DURASEAL® 127 XL EDGE
0 SPACER SPACER
EXTERIOR a 83
124-127gr3/4*NOM. Part0 Dest'Apdon Material
124 Kommedinp 4SG TPS Spacer System
See this
126 Quanex Super Spacer nXT with Hot Melt Butyl Sheet for
126 Quanex DurasealMaterials
79 127 Cardinal XL Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8888 8 8970
68
.1"I.G.GLASS,TYPE G2A =`,`•��.•v°ENs6 '•R iT
GLAZING NOTES: ..-k: No.5870`'
'r=TEMPERED
G :LU'
of
JRA 05/0S/16 8 ADDED SPACERS. 18ra7a alNOLooroarve GLAZING DETAILS p '•. G P 1 ` �`7
N VENICE FL 31771 tr rr�ri� '•..FLOATO.•'��'"�
L'#
SERIES 670 ALUM.SGD-NON-IMPACT FSSJONB �/L PE.05M5P.Ee� ms •rolr.rR
CERT otAurH aJ7ge scvyc7o NTS 6 •22 POTi7128
TABLE 1: TABLE 1A:
Design Pressure(DP)and AnchorQuantitles Required,(tor all approved configuratlons on Sheets 2&3) SIII Height to Max.(+)DP
For comer astragal anchorage on ST or 135°comer units,sea sheet 11 (Water Irdiltrotion Rating)
Table applies to all Glass types and DaarUNt Heigh SIII Riser Height OH LENGTH
the Str7e/Astragal typo strewn below. (Flat or Box,sea res Design
Positive(4)OP may be linfied by /� O r DLO '�- Sheet l7 Pressure,pet
Table to Anc,orGroup Anchor ow Anc crow roup ) OH LENGTH tr
t z 3 4 / 2 3 4 t 2 3 I t 2 3 4 Flush-1.112° see note 3 OH RATIO=OH HEIGHT Z $I OH RATIO 21
Oas nPreesure •90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.01402.9 =
24' 1T HeadISW G*1 G+1 G+1 GN G+1 G+1 GN G+1 G+t G+1 G+t G+1 C4*1 G+1 GN G+1 Medium-3-114' +80.0 O
DLO D 8 B B B 0 8 8 8 B 8 B 8 B B B B High-44 --+90.0
P-0ook 8+7 1 8+7 1 6+ 8+7 7+8 +6 7+9 7+8 7+8 1 7+5 1 1+111 f+B 7+8 1 7+8 1 7+8 1 7
ane nPresawa +99.0/-106.3 +90.0/400.2 +90.0/-622 •85.3/-6.7.3 SEE NOTES I3 SEE NOTE 3
3E- 23' He6drSs1 G+1 G+1 I G+1 G+1 G+1 GN I G+1 GN G+1 G+1 C4+1 G+1 C4+1 G+1 G+1 G•1
DLO ,bmD 8 8 8 8 8B I 8 a B I 8 I 8 a 1 8 1 8 I 8
' P•Dook 6+7 6+7 8+7 6+7 7+8 1+8 1 7+8 7+B 7+8 7+8 7.8 1 7+8 7+8 1 7+8 1 7+6 1 7+8 NOTES:
rbs'nPressure +90.0/-92.9 +67.31.87.3 +800/-60 +73.8/-718
29• Haemsul 04+1 G+t +2 G+2 G+1 G+1 G* +1 G+1 G+t G+1 G+1 G+1 * G+1 G+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4'SILL.
DLO JemD B B B B B 8 B B B 8 8 B B a 8 8
P•IaWc s+7 8.7 s+7 8+7 7+e 7+e T.e 7+8 7.8 7+8 1 7+8 1 7+6 7+8 1 7+e 1 7•13 1 7.8 2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING
Dason +63.71.63.7 +78.4/-78.4 +71.6/-71.6 +658/-68.8 THE 3-1/4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,
35' Headr ai G+2 Gn G+2 G+2 G+2 G+2 G+2 G+2 G*1 G+1 G+2 G+2 G+1 G•1 G+2 G+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
DLG blob B 8 e e B B e e 8 a a B W e B A
P4iook 6-716-71 6+716+7 7+B 7+8 7+8 7+8 7+8 7+9 7+8 7+88
nPressure +n.1/-77.1 +720/-72 +66.51-66.50
41• HeedrSill G+2 G+2 G+2 G+2 G+2 G+2 G*2 G•2 G+2 G+2 G•2 +2 +z G+2 3)4', -1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS _
48" oLo mnb s e e e a e e e e e s a B THE 1 2'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P-#eok 6+7 e+T 6.7 e+7 7+8 7+e 7+e 1+9 T+a 7+8 7+8 7+8a 7+8 RE RED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
oe n Pressure +72.5/-72.6 +67.41.67.4 +81.0/•61 1.7 DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
�, 4T Head/sill G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G•2 G+2 C4.2 +2 +2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
DLO Jamb e B e e e. s e e e e e ea INFILTRATION.
p 6*7 8.7 8+7 8+7 7+B +8 T+8 7+B 7+5 7+a T+8 7+a +8 7*8
Ws nPrassure +s9.1/-69.r +6401-61 +57.61.57.8 +50.5/-50.8 4 SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCEAND EMBEDMENT
�„ 53' HeeNSpl G•2 G+2 G+3 G+3 G•2 G+2 G•3 G+3 G*2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 )
DLo Jamb e e B e e e e e e e e e B e 8 INFORMATION.
P4"k 6+7 8+7 6+7 8+7 7+8 7+8 1 7+B 1 7+8 1 7+6 7+8 7•B 7.81 7+8 1 7+B I 7+g I 7+3
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.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' ►Ropwn REVISED
a°mapyiei wick tae F1arkL
Tftpuww
HE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. :Apkwm No
r�am
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @
Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal "`-1-
QIIII 1 redtlHCoaLoC
Standard Stiles Standard Stile Standard Stile Standard Stile StandardStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Outside Insi
6Vse
{� Corner
Corner
��
Inside
Inside Comer'I I Corner Outside I l')11
Corner R rq
Part 960(Stile) Part#51(Stile) Part#119(Out.) Part#61(Stile)
�,�a;:�'��•,•SGC;ls�'/
Part#60(x2) Part#60 Part#60 Part#60 Par t#S38(Corner part#120 In. Par ts#31  Part#61 m;• -�
Part#67(Astragal) Receiver) ( ) (Corn.&Fxd Mount
) ,
iQo.58705
a CA-
a.w: oat+•° �,,' "•., ST OP ZJ:
rroi>anuoLoravl DPANDANCHORAGE
so_ •.,<eRlo!'. .��:.
1 trEwc�F1.127-6oorT1K :;�,�/C)N•,t,'G':'••.
fl„�4,D16dd SERIES 670 ALUM.SGD-NON-IMPACT
wrame r.e aaaow ree A.LYNN MIUEH,P.E.
R
LIT=o,r CEHr OFAUnL 4gJi2Pe S 80D-070 NTas B d 22 PGT0128 B P.E.#587-65
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved oonflpura8ons on Sheets 2&3) Sill Height to Max.(+)DP
Fw comer astm9w arroir pan 90'ar 13V comer uNu,w.tro111 (Water Infiltration Rating)
Table.Ppa"1.*11 G1.s."ane - Door OnoH K
the SUWAstmpl gpe..h-I 120 BO• 911• for 1W 1 e• 120• Fl Riser x,se (+)Design
b.1-P.1 (+)DP maybe 69-71W 3.718•DL •79-71W D o 111-716• 67- 1 111 o 09• (Flat tx Box,sea
nMted by Lbla?A, nc °1010 AN
,Group nctar roup nc r roup Anc r roup na Gtoup Group Sheet l7 Pressure,psf.
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 :':':::2
3 4 1 2 3 4 )
Das uis +90. .7 .90.01433. + - +ao. -1 40 .s.0/-1 + .o •9s.o +aa /•3. +a /4&0 Flush-1-1/2' see note 3
24' 1r Hea019In GH u•1 GN GN GN C4+1 GN GN GN GN GH H G+1 GN GH GN GM GH Ce+1 GN G.1 G.1 +1 C0+1 G+1 +1 GH GH +1 G+1 GN C4+1 Low-2-1/2" +46.67
DLO J,mh e e e e e a e e e e e e e e e 10 10 10 to 10 10 10 10
to 10 10 10 10 10 10 10 +800
P•hook BN 7.11 7.11 7+11 7.11 7+B Ne 7.8 7+11 7+11 7,11 7.11 7+0 AB 7.8 7+0 e+9 ere ere a+B are ere ere 6.9 9.10 910 w10 9N0 9NO w10 9+10 9+10 Medium-31/4'
Dosprl ple" 9 +90.01-141.8 +90.0/•133.8 •Sao/-1228 .90.0/•1738 +90.0/•1019 +Ko/.99.1 +90.0/-831 +97.11/•87.9 High-4' +90.0
30, 2r H.adfSM ce+1 I C5+1 I C8+2 I C5+2 C5.1 CS+1 C8.2 C5.2 I C5+1 G4.1 C5+ C6.1 C6+1 C5+1 +1 Ce+1 CS.1 C5+1 C5+1 C5+1 C5+1 C5+1 ce+1 C5+1 05+1 CS+1 C5+1 C5+1 C5+1 C6+1 C5+1 G+ SEE NOTES 13
DLO Jamb e e to a e e 10 e e a 10 e e e 10 e m to 10 10 10 10 to 19 10 10 10 10 10 10 10 t0
P4wok 7+e a+9 a+B 9 7.0 8+9 99 11,9 7+e ere 11.9 11,9 7.11 11.9 0.9 8.9 ere 9B ere are .9 8.9 8+9 ere 9+112 9+10 9.10 9+10 w/o w10 W0 9.m
Destpn Pns.ue +00.0/423.9 +9120/.71&41 +9120/40&7 .90.0/•98.5 .90.0/-01.4 +8131.813 +aa0/•90.0 +7&9/-713
29' Hasd7919 C5.1 C5+2 C5.2 C5.2 C5+2 C5+2 CS+2 9s+2 C5+2 C3+2 C5.2 CSn C6H CS.1 C5.2 Cs.2 C5+1 C5+1 e5n C5+2 C5+1 ISN CS+1 C5+1 GH C5+1 Cs+1 C5+1 C5+1 C5+1 Cs.1 C5+1
DLO Jamb e e 10 a e e 10 e e e 10 a e e 10 a 10 io 10 10 10 10 10 10 10 10 112 10 10 10 10 10
P4wok 7.11 a.0 w9 e+0 7.11 11,9 11.9 129 7+11 ere 12+9 ere 7.11 ere 8.9 are 8+8 a+D 6+9 8.9 11+9 11.9 11.9 ere 9+10 9+10 01900 9+10 9+10 J. 9.10
ass Pres6u. .90.0/•111.8 •90.0/-1048 +90.0/•0.4.12 +8712/-87.8 +91.3/•8/12 +717/•75.7 N0.8/•70.12 +aa /-0112
41 36' SIB C6n C8.2 C6+2 C5+2 CSn C1+2 C5.2 C6.2 C6+2 CS+2 0102 C5+2 Cyn C5+2 C5+2 CS+2 C5.7 CS.2 C6+2 96+ 98+2 C5+2 CB+2 C6n C6+1 C8+1 C5+2 e+a CS+1 C8+1 Cwt Gn
DLO J.mb 0 8 10 0 9 0 10 11 0 0 10 0 9 B 10 0 10 10 10 10 10 10 10 10 D f0 10 10 10 10 10 10
PJiook 7+0 0.9 ..B 9.8 7+0 9+9 a+B 12,9 7+0 0+9 a+9 a,9 7+8 8+9 12.9 8+9 11,9 9+9 11,9 a+9 a+9 8+9 w9 8+9 9+10 9H0 9H0 9H0 9H0 9+10 9+10 9+10
Oes07 Pr..m +Bao/4028 +900/-9&0 +87.3/.7. .80.0/.0.0 +73.0/-718 +9&0/-011.8 +64.0/-04.0 •8120/-80.0
�. 41' 1YaNSi1 C4+2 CSn C5+3 CS+3 Cs+2 C5.z CS+2 C3.2 C5+2 C5.2 Ce+2 C8+2 Cyn C5.2 C5+2 95.2 c5+2 C5.2 C6+2 CS+2 C3+2 C5.2 ca+2 Cyn c5n C6n Can CS.2 CSn Cs+2 CSn c6.2 DLO WIDTH=
ao J.mb e e 1n e e e 10 e e e 10 e e e 10 10 10 to 10 10 io 10 10 10 to w 10 112 10 10 10
P4rwk 743 a+9 0+9 8.8 7.5 5.9 5+9 wB 1.12 11.9 0+9 8.9 7.11 5+9 1149 6.9 0+9 9l 11+9 0+9 8+9 11+9 8+9 8.9 6+10 9+10 wio wio "in w10 9+10 9+10 NOM.PANEL WIDTH-7"
Des bPI6a m •83.0/-830 +77.2/•77.2 +89.8/-09.8 +53.9/-63.8
4r Ha.disU1 G•2 Gn C6+3 C6+3 G+2 G+2 C5.2 C5+2 G+2 G+2 G.2 C8.2 G+2 G+2 CS+2 CS+2 DLO HEIGHT=
DLO Jamb e a e e e e e e e a e e e e e e DOOR UNIT HEIGHT-10.125"
PJgok 8.7 7+e 7,11 7.11 7+8 7.8 7+0 7e. 7+e 7.12 7.6 7.11 7+12 7.e 7+8 7+5 Not available In these sties
Des Preaslae +70.2/•79.2 +733/•73.3 +66.0/.&0 .80.0/ 0
�, 113• PANEL HEIGHT
H11 C4+3 G+J C5+3 Ca.3 CMG
3 .3 C8+3 C6.3 Gn Gn GnGCS+3 99+3 +2 C5+ n C5K."11 =
DLO
Jamb e e e e e e e e a e e e e e e e DOOR UNIT HEIGHT-1.866"
P4wok 97 7.11 7+e r.e 7.11 7,11 7.11 7,11 7.11 7.11 7+e 7.11 7.11 7+e 7.11 7.11
O= EXAMPLE ON SHEET 9 PRobuc f REvirsw
' ®"plying with las FtnriA
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. ls"H.%Cede
AccgpStraight Astragal Lockstile.@ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Eapktu.re 10�L-OG •�3
Interlock P•hook Lockstlle @Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal E.pb.thn Date
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile HeavydutyStile Heavy-duty Stile Heavy-duty5tlle HeavydutyStlle s� ! ( L._-_
Outside
Standard Astragal Outside Corner Inside �•°� pctCaw"
Carne
Comer °
�� Inside= eeJJ�.i�
risidelde Co- Outside
Corner
Part#61(St Part#61(Stlle) Part#119(Out.) Part#61(Stile)
Part#61(x2) Part#61 Part 1261 part#67(Astragal) Part#61 Part#118(Corner part#120(In.) Parts#31  Part 961
Recelver) (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.
WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. OH LENGTH
3)4',3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND MUST ONLY BE USED oW
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS w ?��,.•�1cENsr
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = OOI OH RATIO 21 t1
WATER INFILTRATION. z0 o 1.0..52705 -
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. _
DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH
OH RATIO=OH HEIGHT
S
8)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTE 3
t>ur a.w>re tr.e.oe
19/97ECInvoLooYDRIVE DP AND ANCHORAGE . ....... '
,e,.•......• .G.
AL VEN1Cf;FL 34276 ,� •• 't1i.'L
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DID
Far comer astragal anchorage on 80'or 135'comer units,see sheet 11 (Water Infiltration Rating)
Table applies to all Glass and Door UNI Height 8111 Riser Height OH LENGTH �-
the Stile/Astragal types shown 60• �� (Flat or Box,see res Design
69-7/8"DLO 73.7!8'DLO 78.7/8'6130- 85.7!8' O Pressure,p5f
below. iced by(+)le may be AnehorType nc r ype ne or pe nchorType Sheet 17) O
limited by Table 3A. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1/2' see nota 3 = OOI OH RATIO?1
Design Pressure + - + - + Low-2.112' +48.67
O
24' 17' Head/SIB C4+C4+11C4+1 C4+1 C4411 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 CAN C4+1 C4+1 C4+1 C4+1 Medium-3.1/4" +600 0
DLO Jamb 8 B 1 8 8 8 B 1 8 8 B 1_8_1 8 j 8 a 8 1 8 8 High.4'
P-hook 6+7 7+8 7+8 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 SEE NOTES 1-3
Design Prossts0 +900/-159.5 +90.0/-150.3 +90.0/-136.2 +90.0/-128
30' 23' Hea&Slll C5+2 C5+2 1 CB+2 C5+2C5+2 C8+2 C8+2 C5+1 C5+1 C8+2 C8+2 C5+1 C5+1 C8+2 C6+2 OH LENGTH
DLO Jamb a B 10 8 8 e t0 B a B 10 8 8 I 8 1 10 1 B OH RATIO=OH HEIGHT
P-hook 8+9 9+10 8+10 1 9+10 8+9 8+10 8+10 8+10 B+B 9+10 8+10 9+10 8+0 9+10 1 8+10 9+10 NOTES:
Design Pressure +90.0/-139.4 +900/-1309 +90.0/420 +90.0/410.8 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
36, 29' Hesd/Slu 1 C5+2 C5+2 C8+2 C8+2 C5+2 C5+2 C8+2 C6+2 C5+2 C5+2 CB+2 Ce+2 C6+2 C5+2 Ca+2 CS+2 )
DLO Jamb B B 10 9 I 8 8 10 B a 8 1 10 8 B B 10 8
P4aok a+9 9+1019+10 9+10 9+9 9+10 0+10 9+10 8+8 9+10 9+10 9+10 B+9 8+10 0+t0 8+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Presswa +900/425.5 +90.0/-117.8 +90.0/-107.3 *80.0/98 7 USING THE 3 1/4`SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
35• HesdiSil C5+2 C5+2 ca+2 C6+2 C5+2 C5+2 Cs+2 Ce+z C5+21 C5+2 C8+2 I C6+2 05+2 C5+2 Rt2 Ce+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
o. 42' DLO Jamb e 8 10 a 8 B 10 8 B 8 10 8 8 B 10 8 SEE TABLE 3A.
P-hook 6+9 9+10 9+10 9+10 a+8 8+10 0+10 9+10 8+9 9+10 8+10 9+10 8+9 9+10 8+10 9+10
Design Pressure +900/-115.7 +90.0/-106 +90.0/-982 +90.0/-90 3)4.3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
48' 41` Head/Sill C5+3 C5+3 C8+3 C8+3 C5+2 C6+2 C6+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C8+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
DLO Jamb 8 a 10 B 8 8 10 a e 8 10 8 B B Ill a RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P•hook 8+9 s+to a+t0 8+10 8+s 9+10 8+10 9+10 a+9 9+10 9+10 9+to e+9 8+10 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure 4031-83 +77.2/-77.2 469.81-89.8 462.61-62.6
COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
54, 4T Head/S111 C4+2M_11+8�. 7+8.
C5+3 C4+2 04+2 C5+2 C5+2 C4+2 CA+2 C5+2 C5+2 C4+2 2+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb aB t3 B 8 B B 8 6 8B 8 8 BPfioes 89. . 7+e 7+8 73. 7+6 7+e 7+e 7+e 7+8 7+8 7+8 7+5T+e 7+8 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure +79,2/-7. +79.3/-73.3 +BB/-68 +591-58 EMBEDMENT INFORMATION.
60' 53" HeadlSill 64+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 CA+2 Gi+2 CA+2 C4+2
DLO Jamb B B B B 8 a 8 B 8 8 8 8 8 8 8 8
P-hook 6+7 7+8 7+0 7+8 7+8 7+8 7+a 7+6 7+8 7+8 7+e 7+57+9 7+6 7+8 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED.
DLO WIDTH=NOM.PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR
PAIRS TO BE INSTALLED.
PROED
DLO HEIGHT=DOOR UNIT HEIGHT-10.125' mm�iCraEkh Ike
Iwdi.8 c.'&
�'ha 14 67a.111f
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Aeeepta4q*No O Z •G3
Eapiraeae seta
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. A /Z
Interlock P-hook Lockstile@lamb Straight Astragal Lockstile@ 90*Astragal Lockstlie@ 135'Astragal Lockstlle@ i 4Eet+he eOcaartor
Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutvStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Outside Comer Inside
t 1 Outside
Corner
Corner
Comer
Ier Outside rC;:••� /i(/�'!�
'r. O\-
nside Co ComCorner �F �?
Part 461(Stile) Part#61(Stile) Part#119(Out.) Part#62(Stile) Yr r No.5870"
Part#61(x2J Part 461 Part#61 part 468(Astragal) Part 461 Part#118(Corner part#120(In.) Parts#31  Part#61 _
Receiver) (Corn.&Fxd Mount)
to
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JR 02/1Nf4
NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5°CLUSTER SEE°C5"CLUSTER DETAILS, FOR ASTRAGAL
EXTERIOR PLANE SEE TABLE T SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK 24°MAX.O.C.
NOTE, POCKETS ) INTERLOCK CLU5TER,SEE
THIS AND 60"NOM. DETAILS,SHEET 11 x x
SHEET SEE POCKET 8 P-HOOK PANEL WIDTH x x
( ) r--- - x x x x 6"MAX.
JAMB MOUNTING ADAPTER 6"MAX. x x x x tx x x x xx xx x x x x x x x
INSTALLATION, x x
THIS SHEET ANCHORS MIDWAY i 3"MAX.
> &SHEET 14 BETWEEN P-HOOK 4 PAIRS OF
ANCHORS&AT 3" I o x-FRAME x x ANCHORS
`�..;., FROM TOP& i i I 'I I ANCHORS 96 (TOTAL B
BOTTOM I o 14' ® I_i 1 o UNIT 21"MAX ANCHORS)
MAX.C.C.'
4.051' MAX.°MAX.TO OPENING i H ®I 74'MAX O.C. n®=P-HOOK HEIGHT C'C' PER JAMB
EDGE OF POCKET SEE �w I O ANCHORS x x DETAIL INSTALLATION I o I®I ;I0
DETAILS'Jc'&'Kc', ;> 10 m o=P-HOOK BELOW)
END PANEL SHEET 14&PARTI ®� MOUNTING x i
ANCHORAGE DETAILS'J'&K', i k�� 101
3•MAX. ADAPTER
24'MAX. (2 ANCHORS) SHEET 19 FOR 1 I ANCHORS
O.C. P-HOOK L-----6-MAX l x x xx
•+2" ANCHORS - x --END PANEL
ANCHORAGE END PANEL , x' � x x x xx xx, x xx x xx xx x , x' x x x 6°MAX. ANCHORAGE(SEE
ANCHORAGE .11
x x �•+2• �•+r SKETCH BELOW)
(SEE SKETCH BELOW) . , +2• �"+2• ANCHORAGE
CENTERLINE 6"�••TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL i 2.04"24"MAX. EXAMPLE:5-PANEL 2 TRACK 00(
90°OUTSIDE CORNER-DXXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 8, SPLICE NOTE:
NONSTRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
11)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
I
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE
19,
60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21• --E�7— OCCURS AT THE P•HOOK.
NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX.
PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
oau+�ss 5•�" uwap(yicywilYlk FWelda
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
LA"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHORmi
budlog C k
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT « � 6"MAX E��M I•�•lNo ` C3
3.5" REQUIRED AS PER THE FIGURE AT RIGHT:
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR F2-TRACK 1 C•�Yd
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES "+2"ANCHORAGE SEE"C6"CLUSTER CENTERLINE END PANEL
CENTERLINE
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE
INTERLOCK ASTRAGAL
• DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) g•
i4.051" 3.5, I MAX.
R No.58705 •.',�v
EXTERIOR V CENTERLINE •+2"ANCHORAGE—/ CENTERLINE "+2"ANCHORAGE � OF PANEL CENTERLINE
I OF PANEL 3 OF PANEL 4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
er. one xmwnx or"parc -;.J..'. ST-11E GF.
fo7oTEwNaooraRrv� ANCHORAGE SPACING&EXAMPLE PLANS �rtD?..•t,�;
N vswF FG 31276 � q/`•..••.. ., ..
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ASTRAGAL OR SPLICE LOCATION ASTRA (FOR SPLI 6"DIAG.
f� A ICE LOCATION 2,gq•
INTERLOCK�IF NEEDED ,1NTERLOCK� CONDITION,USE ERLOCK-'IF NE 2.04"
CENTERLINE I /CENTERLINE "C6"CLUSTER DETAIL CENTERLINE
3 5" 1.75' Emr 6"DIAG.
1.75"
7" 7" 3.5" 21"
G. I d:-- MAX.
O.C. EXTERIOR
y F2. 04' 2.04" 21" �
5.64° MAX.
EXTERIOR7• OR EXTERIOR
3.5' 4"DIAG. 7" 3.5" O.C.
XTERI7•
v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SI 2-TRACK FRAME HEAD/SILL 6" 6,64"
&ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK �2-TRACK
(USE WHERE 4 CLUSTER CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6°MAX.
ANCHORS ARE REQUIRED,"C4") ANCHO ERERQIREB C�y"� ANCHORS ARE REQUIRED " ) ANCHOR PAIR j�
\\\ i 4-TRACK
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK--i NEEDED INTERLOCK--iCONDITION,USE INTERLOCK IF NEEDED2.04' ANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3 6°
3.5" 3.5" 7"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT.OR INT.
a 2.04' "0MAX. TRACK(INT.SHOWN)
4.08" 4.08° O.C.
2.04^
I I 6,64• NOTES:
1.ALL DIMENSIONS SHOWN
EXT�EIR,IOR 7, EXTERIOR 7" 4"DIAD. EXTERIOR 3,6•
3-TRACK FRAME HEAD/SILL � 6"MAX. I ARE BASED ON MIN.
3-TRACK FRAME HEAD/SILL 3•TRACK FRAME HEAD ALLOWED.
/SILL
2.FOR HEAD OR SILL SPLICE
A ASTRAGAL OR INTERLOCK ASTRAGAL OR INJEELEMK a ASTRAGAL OR INTERLOCK ��
(USE WHERE 4 CLUSTER CLUSTER (USE WHERE 6 CLUSTER 13-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT
ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR P-HOOK SEE SHEET 9.
FOR SPLICE FOR SPLICED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR FOR SPLICE ASTRAGAL OR ( CONDITIONS ONLY: 1ST
INTERLOCK-1—IF INTERLOCK INTERLOCK IF NEEDED +� ( CONDITION,DO NOT M WI-PIA-8 ilk 11k,FI.dd,
USE THIS DETAIL
CONDITION,USE SPLICE LOCATION �i4trk
CENTERLINE I CENTERLINE I ^C6"CLUSTER DETAIL) CENTERLINE ) IF NEEDED g�` o7�' Z O3
1.75" 3.5" 3.5"
3.5' 7' 1y �44� LL..
a r ;C..w
2.04' 4"DIAG. 2.04" 4"DIAG. 2.04"
204' 5.37"DIAG. J. 4"DIAG.
4.08"
4'DIAG. I 2.04"
EXTERIOR EXTERIOR 7•
EXTERIOR 7" 3.5" 3'S° `4•?. ,•'�tGcy„A'•'C,��`
4-TRACK FRAME HEAD/SILL ID
4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEAD/SILL
(a)ASTRAGAL OR INTERLOCK (o-ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6')
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C5') WITH&WITHOUT SPLICE CONDITION
RWMs 7 si r- r3�,
1o7o TECi9JOLoovoRVE ANCHORAGE EXAMPLE CLUSTERS �;•'• trtTlo?. I
N.VEN1C�F181276 r.s •.`'�/r•....•..`�.{(,
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2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 1.ALL DIMENSIONS SHOWN
7" ARE BASED ON MINIMUM
?4'DIAG. 4^DIAG. 8.94' ALLOWED.
6.12" 6.12" 3.5" 3.5'
INTERIOR INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR
INTERIOR --R 1 ° QUANTITY AND SPACING,
90 3. " 90 3. 1 ° EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4•DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4" 3.6" 3 " EXTERIOR .+1'ANCHOR
3.6' 4' 3.6" 4•
2.04" EXTERIOR 2.04' 7" 2.04" EXTERIOR 4" 2.04" 7°
EXTERIOR 8.94"
90°CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL
ANCHORS ARE REQUIRED,"�IID ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,"�91D ANCHORS ARE REQUIRED,"C6")
4.08"
"+2'ANCHOR
INTERIOR INTERIOR
EXTERIOR 4.08"
+1'ANCHOR 2.04"
4' 7.41• 4'DIAG.
INTERIOR 3.5' INTERIOR
135° 3.5'
90° 7° CENTERLINE
3 EXTERIOR �OFPANEL
I —LA3.5' "+3"ANCHOR
4.08" 5 37" 4.08° 5.37 G. 7"
CENTERLINE 2,04"
°g,5• 4" 3.5^ 4 OF PANEL 41 DIAG.
EXTERIOR 7' EXTERIOR 7a 4" NTI ERIOR ON "+2*ANCHOR -+ 3.5•
EXTERIOR ALL
90°CORNER 135°CORNER VIEWS CENTE7"
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL Or
-PAN LINE
("C8"ANCHOR CLUSTER REQUIRED ("C8•ANCHOR CLUSTER REQUIRED I OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" 011.118
2.04" —F ROME r REVISED
2.04" u mnPlyfeB"vhh Ife Fbi41a
3 5^ CENTERLINE 6iC�u�Nu
4° EXTERIOR E>,ylrnle�aIe
INTERIOOF PANEL
INTERIOR 3.5" °+3°ANCHOR6.12° 4'DIA . 8.12". 4.08"RIOR
2.04" 3.5" 4"' 3.5'
EXTERIOR 7' 4'DIAG. EXTERIOR 4" I CENTERLINE .;:��t',t�....••.....;"•i• ��;
2.04' OF PANEL
90°CORNER 135°CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL Na.5B;(i; 'I
("C8'ANCHOR CLUSTER REQUIRED ("C8'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS AT ALL 4-TRACK CORNERS =
) ) (3-TRACK SIMILAR) -"i'•
�,- aewww ,,,oma -'-h,`.• "' ;;,,nr• ,:s�':.
fP7PTEceNoloavnRlvE ANCHORAGE EXAMPLE CLUSTERS ;c•`,�•.ZoR....
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CERT.ovAUM 929298 ° 80Ds7o NTS 11 d 22 PGTn128 B P.E.W 58705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT.SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: EDG;SEE
THE METAL SUBSTRATE
F—TSEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEEEE#NOTES
2-1/16°• F2-1/16"' NOTES:
EXTERIOR 1/4• 1/4" 1/4" 1.ALL DIMENSIONS
a o MAX, MAX. SHOWN ARE BASED
FSHIM EXT R - c' r SHIM EXTERIOR SHIM ON MIN.ALLOWED.
JIM
<:1 �r 2.METAL OR WOOD
EMBEDMENT: T SUBSTRATES MAY BE
SEE TABLE A, J USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., NCSHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHORCH
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
®
IS
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD •DIAGONAL O.C.w WOOD INSTALLATION ®w WOOD INSTALLATION �METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTES SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) 1 SHEET 1 1 SHEET 1
(114"MAX.) 1 (114"MAX.)
EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE
2-1/16'• a a TABLE A,SHEET 1
2-1718" 2-1/18"' EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT.SEE TABLE A,SHEET 1
E SILL.
WOOD INSTAALLATION Ew WOOD 0 D INSTAAE SILL da 3-TRACK LLATION Fw METAL INSTE SILL 1AFN 4-TRACK ALLATION
EMBEDMENT:
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE � rxoDucreF:vrcEu
TABLE A,SHEET 1 �I EDGE DISTANCE: ""ptI*-le rte Fwft
SEE TABLE A, tr w"a ews
B
METAL TYP., SHEET 1 "I"c"No
TEMBEDMENT:
P 03
ABLLEE A,A
TASHEET
HEET SEE 1 EDGE DISTANCE: SEE ANCHOR
EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET 1 �� P,oOKfC
2X WOOD 2X WOOD
TYP.,SEE ANCHOR SEE TAB
E A NP.,SEE ANCHOR jq SHEET 1
SHEENOTE 3,SHEET 1NOTE 3,SHEET 1 2-1/16"
SMS ANCHOR TYP.,
2-1/16•• SEE ANCHOR NOTES
WOOD ANCHORTYP., 2-1/16"• &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR NP., MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS
(� &TABLE A,SHEET 1 EXTERIOR BEYOND THE ��� {LYNN
EXTERIOR I EXTERIOR �!, METAL
1/4"MAX.SHIM 1/4"MAX.SHIM --I I� `� SUBSTRATE 4s;
1/4"MAX.SHIM I�
_`%¢� 140.5B705 -
2-TRACK FRAME JAMB3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
Gw WOOD INSTALLATION ®WOOD INSTALLATION Iw METAL INSTALLATION
"r o.s awuuoe."o»
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INSTALL N DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES:
EDGE DISTANC EE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRE RETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER LE TAB HEET 1
A,S ET 1 2-1/16•' PERT E 2-1/16°• PER TABLE 2-1/16"• ON MIN.ALLOWED.
A,SHEET A,SHEET 1 1/4" •DIAGONAL O.C.IS
EXTERIOR
t Y> ""'t:.'•° I �' Mme• MIN 4"(HEAD&SILL)
a 1 s r SHIM OR 6"(JAMB)SEE
E BEDMENT: 1!4° 1/4" DETAILS,SHEETS
EE TABLE A MAX EXTERIO L MAX Ex a l D&11
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1. TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTAL N Be CONCRETE INSTALLATION Ce CONCRETE INSTALLATION
CON Y SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SE CHOR NOTES& WOOD BUC SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,S EET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
E ANCHOR SEE ANCHOR SEE ANCHOR
TE 5,SHEET NOTE 5, NOTE 5,
1(1/4"MAX,) SH SHEET 1 l_
I (1/4'MAX.) 1 (1f4"MAX.) 1
EXTERIOR —j EXTERIOR �' 1 EXTERIOR
<D CONCRETE
2-1/1 "' �2-1/16"' PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A.SHEET 1 A,SHEET 1 MBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
da 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION W CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE PRODUUREVIND
TABLE A,SHEET 1 —� EDGE DISTANCE: """��"""FluM
EDGE DISTANCE: SEE TABLE A, gAmjewctNo19-0b!R,413
DMENT:SEE CONC./CMU ANCHOR SEE TABLE A, PROPERLY SECURED SHEET 1 Eapinol-We 7 1'71
SHEET 1 1X WOOD BUCK TYP.,
TABLE A.SHEET 1 —� TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, �h
EDGE DISTANCE: NOTES&TABLE A, SHEET 1 I4aY �.a.ncwpd
OPERLY SECURED SEE TABLE A, SHEET 1 ;, 2-1/16•
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3, SHEET 1 CONCJCMU ANCHOR 2 1/16°'
SHEET 1 TYP.,SEE ANCHOR
CONC./CMU ANCHOR 2-1/16`• ROPERLY SECURED NOTES&TABLE A,
X WOOD BUCK TYP., SHEET 1
TYP.,SEE ANCHOR CONCRETE
EE ANCHOR NOTE 3, CONCRETE
NOTES&TABLE A, I OR CMU
SHEET 1 CONCRETE SHEET 1 .? PER
CMU EXTERIOR
ERI R PER TABLE
EXTERIOR i ORCMU EXTERIOR '. PER TABLE �� v, al /414
I PER TABLE r A,SHEET 1 A,SHEET 1 �r0'.�..........rIJ �F1� %.
�1/4'MAX SHIM I.- A,SHEET 1 1/4"MAX.SHIM -If '' '
1/4"MAX SHIM I+-- j;: r1o•6605 ,
2-TRACK FRAME JM ifa 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
Gc CONCRETElCMU INSTAL IONHe CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION pLu
f070TECHNOLGGYORIVE ANCHORAGE DETAILS .f� P.••
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INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED ATALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
SEE ANCHOR NOTES ) ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED
28 ,. r SUBSTRATES.
ILLUSTRATION,SHEET 9) 1-1/4
SHEET 1 1-114"MIN.EDGE DISTANCE
DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: }^ SHEETS 6$FOR
SEE TABLE A, ,' P-HOOK MOUNTING REQUIRED P-HOOK
26 -,e'•'•• •. ,':',-• AND P-HOOK
EXTERIOR SHEET 1 ADAPTER CONCJCMU
PHOOK WOOD ANCHOR TYP., ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES ID P-HOOK "::: :c. ANCHOR NOTES&TABLE ANCHOR QUANTITIES. j
&TABLE A,SHEET 1 CONCRETE OR ZALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE ASHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A•SHEET 1 , ILLUSTRATION,SHEET 9)
®P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#1 B.#20,#22 OR#24, Je PARTS#18,#20,#22 OR#24.
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP„SEE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ANCHOR NOTES 8 TABLE
SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: :r: CAL OE EE TYP.
(ALSO SEE TYP. SEE TABLE AILLUSTRATION,SHEET 9)
,
ILLUSTRATION, 28
SHEET I
EMBEDMENT: SHEET 9) + MODucrREVWD
SEE TABLE A, DISTANCE:SEE
SHEET 1 TABLE A,SHEET 1 1-114"MIN.EDGE DISTANCE A nVi""No IA.30 30
odzg,c3
Eta a.0
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES ANCHOR TYP.,SEE JZ
7
&TABLE A,SHEET 1 ANCHOR NOTES&TABLE V
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS ja P-HOOK FOR USE WITH BOX SILL RISERS
�W PARTS#19,#21,#23 OR#25, \jcJ PARTS#19.#21,#23 OR#25, `���P,LYNN
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR An,;';•CN.^:F r�
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY 00 rC7p5 rr
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CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL'N, DLO TYP.PER TABLES 1-3 INTERIOR
SHEET 18;INSTALLATION WIDTH
DETAILS'AV&'Ac',� EXTERIOR
SHEETS 12&13 1
90"
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE as, 'AS' TYPE SHEET 19&CORNER
'A' K ANCHORAGE SHEET 11
NOM. MAX.UNIT
MAX. PANEL / / MAX HEIGHT INTERLOCK DETAIL
PANEL WIDTH TYP. DLO PER 'M',SHEET 19
HEIGHT SEE PER HEIGHT .TABLES EXTERIOR INTERIOR
NOTE 2 TABLES 1-3 1-3
16;INSTALLATION 3
X X DETAILS
X 'Gv/&'Ge,SHEETS 12&13
90"
SILL DETAIL'D',SHEET 18;r
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX
'DW&'Dc',SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH 7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.888"
#8x 1"
#10 X 1-1/2" PH SMS
PH SMS .comPh�$whh she FlorYh
N.kRdg nN
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F.Pinfl"D.te
S .
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PANEL CORNER FRAME CORNER
DETAIL DETAIL
IIIIu•
o
NOTES:
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 8 8 FOR MAX. �:•.• +,y':Er;��'•.;lT�'��
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. ?;
2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. h'o.5871}5
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
rad'•., 'l-ATLor (I:
_ ,woTECHriaoovvwve ANCHORAGE DETAILS/EXAMPLEELEVATIO „ •.F<o,zlOa.,.. ?,,
N. MIM FL 91176 ,� •.'';Si,-,
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ear*mme eds A.LYNN MILt�R,P.E.
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CONFIG. EXAMPLESINTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
( ;1 INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
ED JAMB DETAIL'G2',
TASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL W,SHEET 18; MAX.LJAMB DETAIL'G3',SHEET
LLLLLL INSTALLATION DETAILS'Aw'&'Ac', WIDTH
SHEET 18;INSTALLATION TAILS'L1'8 18;INSTALLATION DETAILS''''--����777777 18;INSTALLATION DETAILS
DETAILS'Gvl&'Gc', L$SHEET 19, 'Am/&'Ac',SHEETS 12&113 SHEETS 12&13 TYP. 'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13 90°
( ' EXTE IOR INTER OR
OSEEFE&
PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE 1 PANEL PANEL
TYPE TYPE M',SHEET 19
'L' 'D' 'A' TYPE TYPE
MAX. A, �, as, MAX.
NOM. UNIT 90°OUTSIDE CORNER
� � UNIT � DETAIL'N1',SHEET 19&
PANEL SILLDETAIL NOM. HEIGHTPER PANEL IG CORNER ANCHORAGE
WIDTH TYP. SEE TABLES D',SHEET MAX SEE SHEET NOTE 2, 1-3 18DLO WI PERTMP NOTE 2, TABESNTEaltia
TABLES 1-3 HEET15 INSTALL HEIGHT TABLES 1-3 SHEET15
DETAILS EXTERt0'DW'&'Dc', �., NOM.PANEL
XSHEETS12 X WIDTHTYP.
(IV, &13 x X x PER TABLES
1-3
MAX.UNIT. J MAX.UNIT WIDTH
PANEL CORNER SILLDETAIL' SHEET 18; MAX.UNIT
CONSTRUCTION EXAMPLE:O)XX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW&
1 L2,SHEET 19� ^1 INTERLOCK DETAIL'M',SHEET 19 - le,SHEETS 12&13�
uHEADER DETAIL (,
Je AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw, INSTALLATION :JAMB SHEET 1B;INSTALLATION
HEADER DETAIL'C',SHEET
'HW&'Hc',SHEETS 12&13 'Jc',%w'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'IW&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS
SHEETS 12&13 Cw&'Cc',SHEETS 12&13
r----MAX.UNIT WIDTH r-- MAX.UNIT WIDTH rRo"ucr aEv m
0 a by wilt,mi FbelBto
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL IC-0 0:7-3
t TYPE TYPE TYPE TYPE
EI*WW Out
TYPE TYPE TYPE TYPE I
,R, ,L, ,M, F i M, MAX
befb* ,o6oei mil i a�
MAX.UNIT NOM. x' I NOM. UNIT
HEIGHT PANEL ; I PANEL HEIGHT
PER I WIDTH TYP. �'� I WIDTH TYP. PER
TABLES MAX. SEE PER i SEE MAX. PER TABLES
1-3 DLO Nps 2 TABLES 1-3 i OTE 2. DLO TABLES 1 3 1.3
HEIGHT SHEET 15 i SHEET 15 HEIGHT
o x x x x x x o ::��............ .�
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;� EXAMPLE:XXXO SILL DETAIL'F,SHEET 18; ,' , ilio.5''.705 Y
INSTALLATION DETAILS 4-TRACK,BY-PASS) INSTALLATION DETAILS
(3-TRACK,RIGHT POCKET) ( (C- -
'Ew'&'Ee,SHEETS 12&13 'Fw&'Fc',SHEETS 12&13 ='•7 6
wwmt O10°e ';Cj�.• sr,-.r'E.OF
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PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXEDER
INTERLOCK INTERLOCK STILE L HANDLE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT BOXIN 90 OCKSTILE 88 LLER OKSTILE BO RECRNER EIVER 80 RECEIVER 136 RECEIVER 135 RECEIVER
p EXT CORNER
TYPES OUT IN STILE WI HANDLE BOX OUT BOX IN W/HANDLE W/HANpLE WI HANDLE WI HANDLE W/HANDLE W/HANDLE 80 RREE[CCEEl�IVV(EJ�R W/HANDLE W/HANDLE
_� k, tit, #8, atie x87 ffi,ia tYBY 1i8t i g8 '
51OU� �" F PP K TR TQ TC TA TW
T
INTERLOCK
SINGLE
INT INOCK B L. P A C `r 'C SQ SC SA SV SW
martyr ma><w9 '
STILE �- RR R S S FD FC FV FW
LOCKSTiLE D m
W/HANDLE
marw0 mem
ASTRAGAL
Q yBj� Lg LR PANEL NOTES:
1.SEE DP TABLES 1 3,SHEETS 6-8 FOR PANEL
A o.1., SIZES&DESIGN PRESSURE.
J wt HANDLE PLEFT I 4 RI RIGHT 2,PANEL TYPES NOT SHOWN OR CROSSED OFF
ANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
cj) BoxoUT GALSTILE (3EXTERIOR STILE ANDARENOTAVAILABLE.
mwroun maxwo 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
ASTRAGALj PANEL'E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER
w BOX IN T V APPLICABLE STILWASTRAGAL REQUIREMENTS, EXTERIOR(#119)OR INTERIOR(#120)CORNER
„j marx, xr ASTRAGALS.
INr ooRNER 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
.1
J wiHANDLE 80 HlLE T Cl (#61)AND CORNER ADDON(#31).
: ANDL E a,2 11
w
Z aO LEXT CORNER QT QS SILL RISERS OPTIONS .232"
OCKSTILE .232' .
WIHANDLE#1,8 .232'
EXTERIOR
Q'
XT CORNER Nai '232° EXTERIOR EXTERIOR (�-� .082"
W RECE HANDLER CT. CS EXTERIOR_ <0 .002" V 3 4.066"
WI HANDLE Nt 9 .082' 3.305' PRODOCFREVISED
2.555°
00REMCORNER A87 AT AS DF ,.667• a+rnwPi,,ny tiithWe 47o+1Q5
W/HANDLER .082" I--U—t A WmceeNNo0 Z
oil
EXT CORNER �F FLUSNISER2FLAT' QLOWR2S�R�FLAT 0SILL,uME3.114�T SILL O){�,y 4 ER.FLATU-
9 `
0 RECEIVER �8' 20 22 24 • ar••..
EXT CORNER p3 VT VB VF .760' I+— ,760'
6 RECEIVER
WI HANDLE p81 750"
1EXTERIO
NTCORNER 93 EXTERIOR TERIOR !"'
R
.062'
RECEIVER35 .082"
WIHANDLEvT � B nF
.062' 3205' 4.055`
.062' 2.565' � .,r+in•
7.587. 1 1 �`�,�y LYivl
8,9'SILL RISER,BOXI' 2� SILL RISER.94X SILL RISER,BOX SILL RISER,BOX
FLUSH.1-1/2' LOW,2-1/2" 23 MEDIUM,3.1/4" 2e HIGH.4" a Na.V1706
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS
Wwaey. as.aarK
107D TECIMOLOOYDN(VE PANEL TYPES `t``'
N.VENICE Ft.3f173
_ {ssi}rao ieo9 SERIES 670 ALUM.SGD-NON-IMPACT
SJR 01/10(74 tw CER7�AUDLB s aO i4" A,LlNN'IYILLER P.E.
sGe•s7o NTS 17 d 22 PGTU728 B P.EJr 68795
ASSEMBLY DETAILS
toe FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
80 OR 61 105
LOCK PART 17
14 108 OFJ�B LENGTH 14 75B1m•it
60 OR 61 5 G3 600R61 6
JL
G1
6o OR 61 RACKJAMB
16
2-TRACK JAMB (SHOWN 5 SEE DETAIL G7
CLIP#105 WITH FOR FIXED
6'LONG OPERABLE PANEL CLIP OCK PqRT
105 @ W/RETAINER 9106 - ) 80 5 s 107.11
113 MIDSPAN (SHOWN WITH PANEL
FIXED PANEL TO LOCK PART SEE DETAIL G2
5 THE INTERIOR) EXTERIOR 103 113 75 8 107-11 103 FOR FIXED 5 103 -OR 61
PANEL CLIP
EXTERIOR
14 15 6
112 16 17
N10 X 314• 123 FULL
U JB LENGTH G2 q0 60 OR 81 _J-'�EXTERIOR
2-TRACK JAMB 2-TRACK JAMB ,TI,ExrERIOR EXTERIOR ,o EXTERIOR V
SMS,X 3 CLIP#80 OR#105 61 52 W/SCREEN v vV
V LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
@ 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FOXED PANEL TO OPERABLE PANEL)
so OR 81 THE EXTERIOR) THE EXTERIOR) THE INTERIOR)
,T�L�EX RIOR ,TI, ME ERIOR
2 V
112 1 3 4
45 5 113 5 113 5
52 51 89 EXTERIOR 59 EXTERIOR 89
EXTERIOR 69 3 a
a
SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT
B FRAME HEAD FRAME HEAD HEIGHT PER p ODUCV REVISED
OPT.SCREEN �FRAMEHEAD ® pbft.ttkimv &
TRACK TABLES 1-3 b".2cOd'
Acd^oLZ 03
eeptutt No
FaydrrW O�te
53 69 69 69 S ��
EXTERIO EXTERIOR
52 51 72 OR 73 (�•� 72 OR 13 �L72 OR 73
48 11 Y^ g �J 10
113 11 11
48 47 p 8
EXTERIOR 112 5 113 113
5
1 YNP/
2-TRACK W/SCREEN 3-TRACK 4-TRACK :cl'�.^,� •.'fT
FRAME SILL
E FRAME SILL WFRAME SILL Y'
_ ;dn.57i0�
ITEM 61 SHOWN,REM 60 ALSO APPLICABLE,SEE TABLES
1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE.
10707ECHNOLOOYCRIVE VERTICAL SECTION DETAILS ''.'�:.`'• `'A•f`°- •`, �'-
N.VENICEFL30275 ne /:• '• <URIG .•'.1.,
toal> feoo SERIES 670 ALUM.SGD-NON-IMPACTWry Ic:>i.;,c; •;,'
B.owess — m+�c o� — A.L1•NN MILLER P.E.
SJR OZ/10/f4 t» CORT.OFAUM 9St928E t9 SGf}870 NTS 18 m 22 PG70128 B P.E.058705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6 4 INTERIOR et 113 118
*IMRIOR
28 7
30 113
27 63 83 11
60 OR 61 103 82 111 63 60 OR 61
28 65
5 EXTERIOR 111 62 JI.R
EXTERIOR
Ifa P HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTER
K EXT.OR INT.MOUNT) EXT.MOUNT ONLY a INTERIOR
9D° 80 OR 81
103 758110711 103 75810781 81 5 INTERLOCK
14
%)
113
i
60 60 81 61 118 5
EXTERIOR 113 �ERIOR 113
11
J\/L8788STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL 113 103 11B� TERIOR 7
u
WITH STANDARD TILES#60 WITH EAVY-DUTY STILES#61 N1 2 TRACK SHO8 da90'OUTSIDE WN CORNER N2 2-TRACKS OWNa 90'INSIDE ER °ITEM SH#61(HEAVY-DUTY
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 13,SHEETS 6-6 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
31 LOCK PART
76&107-11 mmxp4fg Ilbn0
Q INTERIOR ua7p>)tK°rhY lYe Fbt10C
17
5 5 Accep&wmNo —d97 •o;
135°
4 INTERIOR E.pkMr 0tle
c4, C -
.e<coard
11 .111
7 135°
14 ;,5aEXTERIOR
1036132 6111OCK PART 103 61 ,TL,E ERIOR 7 75810-11 31 v/ 1a RNER :�',:��<��:•••••• •''i�,%,.
02 2-TRACK SHOWN K:c"n.^;'•.•dam
135°OUTSIDE CORNER "t
07 2-TRACK SHOWN No.52711n..
s u T�1u:l6 ':V
1DroTECHxa�rowvs HORIZONTAL SECTION DETAILS,CORNERS s
' NVENICE,FL 31773 '•'•1',,��,' ••.... .�a .•
ry11}reo-fsu0
SERIES 670 ALUM.SGO-NON-IMPACT
ems+me cmc 6Yc um'vr°• rac A.LYN'+dMILI.�R P.E.
�JRr�'0�2=4 "' CERT.OFAVfeL/QBZAB SGfY670 NTS 18 a 22 PGTO�28 B P.E.N 66705
Item POT p6T# Description Item POT POT# DescTipiton NOTES:
# Dw .# # Dw .# 1)ALL ALUMINUM=6063-T6
1 17306 617308 2-TRACK HEAD 80 17325 617325 PANEL 97RE
2 17303 817303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 877326 PANEL STOP(HEAVY DUTY) 2)ITEMS#R 39,T USED
D AND
64-99,
3 17309 817309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312 817312 4-TRACK HEAD 63 1225 BTP248 VINYL BULB WSTP.•THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SRL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEADIJAMS SCREEN ADD-ON 65 17328 817328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3/16'MASONRY
7 17304 617304 2-TRACK SILL 61 17329 817329 ASTRAGAL ANCHORS @ 24'MAX.O.C.
6 17301 617301 2-TRACK SILL WITH SCREEN RAIL Be 17339 617339 HEAVY DUTY ASTRAGAL
9 17307 817307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAL
10 17310 617310 4-TRACK SILL 70 17350 417360 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-112"X VX 3/4'HIGH FM SEAL DUST PLU13S
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8163 78153X TANDEM ST.STL ROLLER ASSY.
13 17316 817316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 7B153N TANDEM NYLON ROLLER ASSY.
14 17305 817305 2-TRACK JAMB 74 SILICONE DOW-8�,DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 1 8185 78165X GEMINI MORTICE 3-PLY DUAL LOCK WA.ONG TRIM PLATE
le 17308 617308 3-TRACK JAMB 76 71032X1FPFX #10.32 X V FL SS SCREW W/TYPE'F'TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NU7
16 17322 617322 BILL RISER-FLAT,FLUSH,1.1/2' k78 17358 &17358 3/16&1/4'BEAD
19 17319 617318 SILL RISER-BOX FLUSH,1-Irr 17357 617357 1'IG BEAD
20 17321 617321 SILL RISER-FLAT,LOW,2.112' 17359 617359 7/16'BEAD/FOD:D PANEL CUP
21 17318 617318 SILL RISER-BOX LOW.2.1/2' 1224 STP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SRL RISER-FLAT,MEDIUM,3.114' 61745 1745 LOWE INC,112'X 1116'SGL.SIDE ADH.TAPE,POLYETH.23 17354 817354 SILL RISER-BOX MEDIUM,3.1/4' 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER•FLAT,HIGH,4' 72087 JAMB BUMPER
25 17320 817320 SILL RISER•BOX HIGH,4' 1696 71688 DUST PLUG
26 17333 817333 POCKETP-HOOK 103 8186 78186X 1'KEEPER
27 7070 61070 NEOPRENE BULB WSTP FOR P•HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
26 17334 617334 POCKET P-HOOKMOUNT 105 17344 817344 FOCED PANEL CLIP•S'LONG PRODUcr REVISED
29 17335 617335 P-HOOK COVER 108 17352 617352 FDOED PANEL RETAINER-9/18' ua,eP131ue w8h the Flo`fi!a
30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#76 U�wTnX P We
Aeeeplucs rvo c—e12 03
31 17378 1 817376 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH N75 Eadni.Date •e
32 17378 817378 135 FIXED MOUNT 109 1731 78162SN HANDLE KIT•RECESSED INT.WITH THUMB TURN,USED WITH#76
ITEMS 4053 ARE SCREEN PARTS: NO 1732 78178 HANDLE KIr-RECESSED EXTERIOR PULL,USED WITH 075 jy#p et
40 4318 1 812258 SCREEN SIDE RAIL-LOCKSTILE 111 710X34PPSDAX 010 X 3/4'PH,PN.TEK-S.S.
41 1 7LOCKWGSK SCREEN LOCKSET 112 1235 67518 WSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 84068 .187'X.230'FINSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 710X116PPX #10 X 1-112'
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XFPT 010 X 1'
45 4317 812266 SCREEN TOP RAIL 116 720XIX 014.20 X 1'S.S.
48 4318 612257 SCREEN BOTTOM RAIL 117 720XI 12X 014.20 X 1-112'S.S.
47 668 7SRAZ STANDARD ROLLER 118 17336 817336 90 DEGREE CORNER RECENER
48 688 7SRAX STANDARD ROLLER•ST.STL. 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 190 DEGREE INSIDE CORNER ASTRAGAL
60 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 877352 FIXED PANEL RETAINER,716'
51 1692 81692 SCREEN SPLINE
62 1694 61694 SCREEN SPLINE-.150' ,,,111�:i1!(•,
53 81618C20 SCREEN CLOTH •TS•( ..f•.•..1.. v;.
54 1725 112'X4'X 1116'SET.BLOCK,NEOPRENE 85+1-6 ���';��•`-1"Sc
55 1728 V X4'X 1116"SET.BLOCK,NEOPRENE 85+/5
•.,a.' ;;",IGS
1070TECNNOLOOYDRNEPARTS LIST 'LO^.tG4:.•��1�':
M VENICE,FL SC75
w SERIES 670 ALUM.SGD-NDN-IMPACT
ry11}486/8P0 s,a fese do sns Rel A.LYNN MILER P.E.
JR 072D/14 am CERT.OFAUTH.12=8 SGD•870 NTS 20 a 22 Pt3TO128 9 P.E.#58705
8.582' - 1.38" 1.38"
0.080"
-i' *@!.CREEN
1.211" JL11.505'-jj-lF0.081" 9"
0.082"0.081" 0.081"Oi 2-TRACK HEAD 10 4-TRACK SILL(6063-TB AL) (6063-T6AL) ILE
6.198" (6063-T6 AL)
6.198° -+I 6.526.089°
0. j
0.080" i
1.045"
1.505°
1.211"
1.993' 0.062"
0.081° O2 2-TRACK HEAD W/SCREEN TRACK OB 3-TRACK SILL L
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 TOPERAIL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB W/
8.221' 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.35"
1
LJLJ1.505" 0.875"
1.211" -�{ 1.38° I
_L I
0.081° 1.993"O 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACKL 0.082'
0.081"
(6063-T6 AL) (6063-T6 AL) SCREEN
4g BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081"
--C 0.080"
rrF
l T
1211" 1.505" 7.105'
yy FRODUC T REVISED
_L aPhms witY Uu Y1arHs
9.141" WYgeRCbe
0.081" O4 4-TRACK HEAD O7 2-TRACK SILL Actell�uc Nu- o3
(6063-T6 AL) (6063-T6 AL) E.�Irelw aai`l
it,
1.514" 62I 0.060"
0 "
0. �-
0 532" 0.760"
1.280"
0.060° 1.518' 1.990"
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-0N O ADD-0N O END ADD-0N 1g 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN,#10 SMS REQUIRES MIN.#10 SMS
OR 3/18"MASONRYOR 3/16"MASONRY 17 (-TRACK JAMB ;
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24'MAX.O.C. ANCHORS @24 MAX.O.C. (6063-T6 AL) eln
f070 TE EXTRUSIONS r.�s•.•`�;`;
AL VENIC&FL 30276
SERIES 670 ALUM.SGD-NON-IMPACT
�+� �`' s+..e °ni°tiN° ^"� A.LY1:81 MILLER,P.E.
5nT.JR �'OZW14 � CERT.OFAUTR.A0296 6G6S7g I1(T.S 21 d 22PG70128 B P.E.q 58705
0.718' 0.83' 3.802°
2.304"
j 3.802" j 0.762"
"� --�• LI � 0.885"
0.574" 0.796" 1.183"I [aj
0.062 0.080" 0.062" 7}_- 1
0.264' 0.233" J u•062"
FRAME SILL 0.075" P-HOOK MOUNTING P-HOOK SCREW
5 SCREW COVER tt TRACK 26 P-HOOK 26 ADAPTOR 29 COVER 0.080' 30 P 063-T FOR BOX RISER
(6063-T6 AL) (8D63-TB AL) (6063-T6 AL) (6063-TB AL) (6063-T6 AL) (6D83-TB AL)
4-
.156, 2.30" 1.488'
4"
-'1
. 0
1.739"
0.080" 0.062" 1.6 �(
1.888"
1303"0.830 1.600 . 0 0.062
0�' 1.870'
.016 1.974" 4�3.125' 3,125' 0.062"
0.326"
2.44° uj
INTERLOCK INTERLOCK
37 135'CORNER O 135°FIXED MOUNT O STANDARD STILE et HEAVY DUTY STILE SADA O
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PTER SCREW COVER
(6063-TB AL) (6063-T6 AL)
(�--- 3.979' 3.979°
I (�--- 4.125'
1.050"' 1.060. 1.050" (+--
UL 0.075"r �
J��J
0.075' 1,645" 1.845" 0.062" L 1.304" ,289"
04 .811° 849"
.045"
0.125'" 0.281. 3.25° 045° 4+
GLAZING 7/16'GLAZING03/!6o&1/411
67 STANDARD ASTRAGAL 66 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 E6 AD IT G- 60 BEAD,FIXED GLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP
(6063-T6 AL) (6063-T6 AL) PRODUCt REMM
1.003" no sP bt`nuiawFh a
1.03°
AKtgYU Nojk-gL22G3
4° 5.621" E'Mra"uAl NMIIw'] 202.00
1
0.75T r 0.080 SL .L-L.
0.050' bei'
105 FIXED 0.709' 2.893" 0.133"
PANEL CLIP 1.498" 0.133" 1.498'
(6063-T6 AL)
0.080"
550' 0.863
FIXED PANEL 5.621'
0.709" 123 RETAINER,7/8" 2828„ 120 90°INSIDE CORNER ASTRAGAL ,::'; f:l' "+y�.;....
0.080'-�I (6083 T6 AL) tt9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) ;::;,•. .f
(6063-T6 AL) a
FIXED PANEL 116 90'INSIDEIOUTSIDE i
toe RETAINER,9116" CORNER RECEIVER
(6063 T6 AL) (6083-T6 AL)
10%,T:cmvoL3wrvwvE EXTRUSIONS 5I�_cF
A!VEMCE,FL 91276 n+c .�t;_• .",C'n'��P;.••.rj
�„},�.,� SERIES 670ALUM.SGD-NON-IMPACT •
Q°'I'o� wr. A LYNN r�ILtER,P.E.
JR LE. m� CERT.9FAUTH.A2W6 m S(Ib070 NTS 22 °112 PGT0128 B REA 58705