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Home My WebLink AboutProduct Approval a Florida Building Code Online Page 1 of 3 3 rm^+Y `' UDS �. s R �.a �t BCIS Home Log In g User Registration Hot Topics Submit Surcharge Stats&Facts [ Publications FBC Staff BCIS Site Map Links Search d F'o id� ��Product Approval �„� � - e"..USER:Public User ' +—�' �) ;%� y�L ) V 1 ProAurt Arnrnva:Menu>Product or Application Search>Anolication List>Application Detail NOV 0 FL# FL251-R28 PERMITTING Application Type Rev' ' St. Lucie GOUf)tyl FL Code Version 2014 Application Status Approved *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 Technology 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 irosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 11/1/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Na Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HV FL251 R28 C CAC 16-0629.03.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.03.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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 R.28 11 1 6-0629.04.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 1228 C CAC 16-0629.05.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI_251 R.28 11 16-0629.OE.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: 251.4 JSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate - Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.06.pdf 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 16-0629.06.1)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: 251.5 SGD-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.pdf 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 16-0629.07.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: 251.6 jiSGD-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.pdf 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 JSGD-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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.1O.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: 251.8 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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see 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: i 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Ik Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 11/1/2016 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 11 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: 251.10 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 R28 IT 15-0612.07 SM.ocif 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:YesFL25i. R76 C CAC SS=112]OQ21,df 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 flL.251 R[F Ii 15-1210.02..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: 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"."df 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 FL251 R28 IT 15-1210.0i.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: E91 Em Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Kid M Credit Card .Sate �I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 11/1/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Na Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HV FL251 R28 C CAC 16-0629.03.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.03.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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 R.28 11 1 6-0629.04.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 1228 C CAC 16-0629.05.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI_251 R.28 11 16-0629.OE.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: 251.4 JSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate - Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.06.pdf 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 16-0629.06.1)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: 251.5 SGD-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.pdf 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 16-0629.07.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: 251.6 jiSGD-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.pdf 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 JSGD-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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.1O.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: 251.8 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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see 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: i 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Ik Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 11/1/2016 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 11 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: 251.10 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 R28 IT 15-0612.07 SM.ocif 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:YesFL25i. R76 C CAC SS=112]OQ21,df 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 flL.251 R[F Ii 15-1210.02..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: 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"."df 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 FL251 R28 IT 15-1210.0i.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: E91 Em Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Kid M Credit Card .Sate �I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 11/1/2016 M IAM 1-DADS MIAMI-DADE COUNTY 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.miamidade.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 Velocity Hu e. DESCRIPTION: S r "SGD-670"Aluminum Sliding Glass Doors w/900& 135°corners-NI APPROVAL DO e - pact",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 Miami-Da ounty Product Control Section. MISSILE IMPACT RAT :None: pproved 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 61 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 of the Building Official. This NOA revises NOA#15-1013.14 and consists of this page I 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. . 6 M1AM1•DABECOUNTY Expiration Date: April 07,2 O2 • a e e: u y 21,2016 �Olti`lb Page 1 t i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 5970 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,P.E(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#15-0430.08). C. CALCULATIONS (submitted under file 914-0123.11) 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. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07,2020 Approval Date: July 21,2016 E-1 n i 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 e er ate o comp lance to FBC 2014(5�'Edition}and"No �finan�cial � interes ,prepare y , Signe , 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 (5th 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 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: INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Substrate Frame Mstance:.Edg Md Member Distarllx"' Embedment Concrete(min.2.85 al) a 1SIIVJam 1" 1-318' GENERAL NOTES 1 114•Elco Ultreccm Ungrouted CMU,(ASTM G9D) Jamb only 2-1/2' 1-174" 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&.GLAZING DETAILS ON SHEETS 4&5. Gro in.2 Kil ro 1314• 2)DESIGN PRESSURES: Concrete(min.3.35 ksi) HeadlSilVJamb 1• 13/4" A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. tla°Elco 41P.<-_. 2 Elco Urrerouted CMU,(ASTM G9G) Jemb only 2-112' 1-1/4• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. P.T.Southern Pine SG=0.55) HeadlSilUJamb 1' 1.395 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114'Elco Ultrecon 8 PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungrouted CMU(ASTM G90) Jamb only WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,18-8 or 410 P.T.AJuminm Pine(56=0.55) Head/Sill/Jamb 318"" 1-3/8° BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, vJu Steel, 136*T5• Head/Sill/Jamb 318" 0.063" 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threads/In) steel,636 Head/SIIVJamb 318' 0050' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel stud,in.3 G5 33• Head1SIIVJamb 316• 0.0451 NARROW JOINT SEALANT. Concrete(min.3.275 kap Head b only 1-1/2 1318• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 114'Elco 18 8 S.S. Ungrouted CMU,(ASTM 92M Jamb only 2" 1-1/4° WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggre1 etor Grouted CMU(ASTM Pine _0,mIn.2 ks(grout) Jamb only 2" 2" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southam Plne SG=0.55 HeadlSill/Jamb 1' 13/8" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Souttrem Plne(56=0.55) Flead/Sll/Jamb 318" 13/8• 4 #12,Steel SMS G5, Aluminum,6063-15• HeadlSill/Jamb 318" 0.063' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 threads/In) steel,A3s• Head/SIIVJamb318' 0.050° FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,AMA Gr.33 HeadlSllVJamb 318' 0.0451' TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FfL-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 CONCRETEICMU 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 1-112"THICK OR GREATER.1X 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 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 1Rt008Cf REVD 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 � "kk r�r F7arlJY MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15,16 AceeplY i tVoIL a6Z4 03 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,301E FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17e� a.lyamAve_ �X20 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18,19 PARTS LIST.......................20 lK'rsJ 1L+Ar r w . EXTRUSIONS....................21,22 TABLE B,SEE DETAILS ON SHEETS 4&5: STANDARDS USED: Glass Description(Listed from E)derior to Interior) •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Type :ASTM E1300-09 G1 3116"TEMPERED GLA •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL,ADM-2010 '•�'I i t I1'•!i . REDGLASS •AISI-5100-07/S2-2010 Al\•�,U :•,.!:bl�� , D GLASS+5/8"AIRSPACE+31161 TEMPERED GLASS G2A 1"I.G.:114"TEMPERED GLASS+112"AIRSPACE+1/4'TEMPERED GLASS ,r P�.•' 1 CE •,�i�� DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE No.56-'05 ati SHEETS 6,7&8 IMPACT RESISTANCE <5. 7 7g(6 .,; IR"" OM5 JR 05105/16 B ADDED SPACERS TO SHEET 5. 1t17u rECNNaooyoRlvE GENERAL NOTES AND MAP ii p"��FID".•' l';` w N.VEIJMFl-91275 -�)y a.. (941)4961600 SERIES 670 ALUM.SGD—NON—IMPACT s.reratwr,t ua- A.LYNN MILLER,P.E. a.."R X14 �� ceRr.oFAun1.r197se ® SOD-670 NTS 1 22 PGT0128 B P.E.#58705 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 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.PANE DTH pXXXXR pXXXX OR XXXXi OXXX IN POCKET CONFIGURATION PER TABLES 1-3 jN 3 PE ABLES 1-3 13 CAN BE OXXXi -JV'--- J�J• 2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION I I OF ANY 2 STRAIGHT CONFIGURATIONS. t IMAX��t / tw Jc I z i° MAX.UNIT / t9 / 1w J4 I o a 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. IZ HEIGHT t4 t ?a HEIGHT PER TABLES 1-3 / x PER TABLES 1-3 / / I w "X"=OPERABLE PANEL, - I w I o "O"=INOPERABLE PANEL, POCKET I a w` � POCKET �a a "P"=POCKET �DETAIL LETTER WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL ® "c"=CONCRETE INSTALLATION CONFIGURATIONS 1 3 CONFIGURATIONS , —SHEET NUMBER C.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL H iw 13 1z 13 NOM.PANEL WIDTH z i3 t 3 i2 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PERT ES 1-3 PER TABLES 1-3 I I 19 Jw J I 1 3 19 19 19 Jw Jc I ¢ 1 Gc QVI 3 1 1 t 1 I W� MAX.UNIT 13 19 19 1 1 I'S as AX.UNIT 1 3 t4 14 I°a y HEIGHT I m a m /RODUCf REVICEO EIGHT 19 19 I e 12 13 19 19 PER v I h PER ABLES 1-3 1-3o Ww AtwepePil�TB7Nd wHY q�Eluridi POCKET I y / / / / POCKETIL — _J.f- -s r--- FarAArAr' NEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1t3 tz t3 1 t3 1 13 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ac c c NOM.PANEL WIDTH 1 -A PER TABLES 1-3 1 3 3 12 t3 PER TABLES 1-3 Rc _J "iv 1 13 19 19 1c c 1 14 cis s s 19 1 t w w MAX.UNIT t9 m MAX.UNIT 1 i3 HEIGHT U SEE HEIGHT 1 13 9 9 19 19 / ¢ PER / s / NOTE 2,THIS PER TABLES 1-3 / / / / I �_ TABLES 1-3 SHEET.19 I �i POCKET I m EXTERIOR 1 13 •,� 12 13 5-PANEL CONFIGURATIONS 3A-1 w c§.,A,1?Al 3 CORNER,TYP. 12 No.58705 (OUTSIDE CORNER SHOWN, a' r INSIDE CORNER SIMILAR) �� •. f070TECHNOLOGYORNE EXAMPLE CONFIGURATIONS ...<a� loT.,.• N.VENICE,FL 34275 ne. ;u,j` ....... SERIES 670 AL UM.SGD-NON-IMPACT `'`I-,i._ ' ' (941He0-7500 — sr.e w."wra tm. r r i � rn".n By �.' �° e4 �� ® -22 PGTO128 A.LYNN fv 58705,P.E. JR 0010/14 CERT.OFAUTH.C29296 SODb70 NTS 2 B P.E.if 58705 I I EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"@ 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 " Aw c c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 t 1 t3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. Jw Jc I 13 t9 t1sto t2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT w13 t s is to t j rc o OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, i 9 is is is i'a / r 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" a' "X"=OPERABLE PANEL, IL J POCKET y "O"=INOPERABLE PANEL, "P"=POCKET 6-PANEL CONFIGURATIONS Eo 3 3 F—DETAIL LETTER MAX.UNIT WIDTH t w"=WOOD OR METAL INSTALLATION C#J "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH 12 s t t3 1 3 SHEET NUMBER PER TABLES 1-3 Jc i DLO WIDTH=NOM.PANEL WIDTH-7" 13 s 1s 1 Ka DLO HEIGHT=DOOR UNIT HEIGHT-10.125" . t3 to is 1s 1s is 9 14 1 i$z°o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" MAXUNIT HEIGHT 13 19 t9 t9 t t9 w¢w PER TABLES 1-3 I r pRODUf f REVISED v 4a_ C"plyirtg with the F1.0de F�pI w pLNn 4 I'7O3 POCKET y AcnAcft rirou 7-PANEL CONFIGURATIONS s\� 1 w Fc �. rct Ca�A 12 13 7 3 1 1 MAX.UNIT WIDTH NOM.PANEL WIDTHc 3 1 3 2 13 Cc PER TABLES 1-3 aRk�G Jw Jc 1 1 1 1 1 z 1w 13 19 9 19 19 19 19 19 1 tc I wo o . MAX.UNIT $y HEIGHT 1 103 9 9 9 / j W¢w PER TABLES 1-3 POCKET i h Ly LZ—JILL-111 I 8-PANEL CONFIGURATIONS 13 1 1 1 13 Mr.58705 STA v �: b +o7drECNNOLoovoNrvE EXAMPLECONFIGURATIONS - �:� .Fco�+v ,•'';y? N.VENICE.FL 31275 oem: SERIES 670 ALUM.SGD-NON-IMPACT osm our ® ama: — b..metm. ns A.LYNN MILLER,P.E. JR ouzafa cERr.oaaunl.429296 sco-s7o NTS 3 m 22 PGTO12B B P.E.#58705 GLAZING DETAILS (G1 &G1A) 3/16"T GLASS AaD EX EXTERI 3/16"TEMPERED GLASS,TYPE G1 /RODUC f Rmsm) WAt p lg wilt the RlarMs r.wi.a C.Wd AMPLa V N"1 -o6z •�3 Espwi�w o.te�� yl'UPdf i ftCtU-2M 1/4"T GLASS 74 EXTERIOR 82 a 3/4"NOM. GLASS BITE 78 54 1/4"TEMPERED GLASS,TYPE G1A :��_,;' L.vI•L'v;,/ �, v idn.587v5 GLAZING NOTES: "T"=TEMPERED 1070 TECHNOLOGY DRIVE GLAZING DETAILS '!,; �.ti•.,�t,,R;a�.,..•;;, N.VENICE,FL 34275 /6at}4ao ts6o SERIES 670 ALUM.SGD-NON-IMPACT t; . ray.: �svra. A.LYNN VILLER,P.E. JR 0211C/14 p � �� CERT.OFAUTH.#28206 ® SGOfi70 NT.S 4 ^t 22 PGTO128 B P.E.#58705 l GLAZING DETAILS(G2& G2A) SILICONE HOT-MELT BUTYL STRUCTURAL 1"NOM. SILICONE s STRUCTURAL 3116'NOM. POLYISOBUTYLEN —114"NO,M. FOAM 3/16"TGLASS WITH DESICCANT WITH ` DESICCANT 518'AIR SPACE EXT.GLASS EXT.GLASS 3/16'T GLASS 1 74 1 EXTERIOR 1 INT.GLASS INT:GLASS . 83 t ,z4-127 3/a^ivoM. 24 KODISPACE 125 SUPER GLASS 4SG TPS SPACER NXT BITE e . llf 79 55 ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA V I.G.GLASS,TYPE G2 BUTYLENE—� 5116"NOM. { 5/16"NOM. SEAL BUTYL 8 /—SILICONE SEAL _ DESICCANT ROLL-FORMED PRGDl�f NEVWD FOAM \ STAINLESS STEEL wenopb'YItWtE A¢F7oxi8e, EXT.GLASS i 1"NOM. EXT.GLASS ExOn8:a DY I 1/4"T GLASS 1s�0 PiaQaetCaahn! 1 INT.GLASS PINT.GLASS I 1/2"AIR SPACE 114"T GLASS ,zs DURASEAL® 27 XL EDGETM a EXTERIOR 74 SPACER SPACER 9 124.127 314"NOM. Part# Description Material GLASS 124 Kommerling 4SG TPS Spacer System 1 BITE 125 Quanex Super Spacer nXT with Hot Melt Butyl See this 126 Quanex Duraseal Sheet for Materials 79 127 Cardinal XL Edge Spacer j 55 •,� � REFERENCE TEST REPORTS:FTL-8717,8068 8 8970 \1��ht !( i, EIdS .'• R 5 V I.G.GLASS,TYPE G2A GLAZING NOTES: No 88105 "T"=TEMPERED = JRA 0-5/05/16 B K ADDED SPACERS. f17VEN EFL�awve GL14ZINGDETAILS ov< SER1ES670ALUM.SGD-NON-IMPACT 16ary49a,soo IONP i °i'�n�'` x"" A�LVNNMILt�ER,P,E 12 SJR 02&WI4 a.� LER' T.OFAUM 928788 ® SG6670 NTS 5 d 22 PGT012B B P.E.958705 i i TABLE 1: TABLE 1A: _ Design Pressure(DP)and AnchorQuantities Required,(foram approved configurations on Sheets 2&3) Sill Height to Max.(+)DP For comer astragal Milo"on 90"or 135°comer units,see sheet i 1 (Water infiltration Rating) Table applies to all Glass types and Door unit Height �° Sill Riser Height the StitWAstragal types shown below. Fiat or Box,see (+)Design tENG Positive+OR may be Ironed by 69- a'OL 73-718'OLO 737/8"DIA 85.718"DLO {() Y Anchor Group Anchor Group Anchor Group AnciwrGmup Sheet 17) Pressure,psfTabta tA. 1 2 3 42 3 4 1 2 3 4 OHLENGTHFlush-1-i/2° see note 3 OH RATIO=[onPrassua +so.olazza +so.o/aro +911.8/-tro_8 +110.0/_tots OH HEIGHT 1 Low-2-112" +46,67 24" HeadlSiil C4+t C4-1 C4-i CA+i C4+i Cq+1 C4+t Cd+t C4+t C4+t C4+l C4+i CA+t Cq+1 C4*1 C4+i Medium-DLO Jamb 8 8 8 8 8 8 6 8 8 B 8 8 8 9 " P-0ook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 1+8 7+6 7+8 7+8 7+9 7+8 7+8 7+8 High-4° J?es'n Pressure +s11.0/-tos.3 +so.o/-f00.2g911,01-92.2 +85.3/05.3 SEE NOTES 1-3 SEE NOTE 3 �„ 23" Heedtsill C4+i C4+1 C4+1I C4+i G4+1 C4+1 C4+iLOW C4+1 C4+1 C4+t C4+1 C4+i 04+1DLO Jamb 8 8 8 8 a 8 8 8 8 a a 8 P-hook 9+7 6+7 6+7 6+T 7+B 7+8 7+8 7+8 7+8 1 8 7+8 NOTES- +90,0/-926 +87.31.87.30/-90 +73.8/-73.9 36' eact+i c4+t cq+2 Gd+2 G4+i C4+1 Ca+i C4+i ra C4+1 cx*t C4+t Ca+t�F2HEN tVE PRESSURES iN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. 8 17 B B 8 8 8 8 F•haok 8+7 6+7 6+7 6+7 1+a T+a 7+a T+g 11 7+8 7+e 7+e 7+8 USING THE 2-1t2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING Design Pressure +81.71-83.7 +78.4/-78.4 +716/-71,6 /4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL, 35' iteadBai c4+2 ct+2 C4+2 ca+2 c4+2 Ca+z C4+z C4+2 C4+1 ct+1 C4+2 ra+2 C4+1 cA+i C4+2 C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE a 4z" DLG Jamb a e a a e a a s s a a a e a e 6 �c P4taok 6+7 6+T 6+7 8+7 7+11 T+8 7+8 7+8 7+8 7+8 7+& 7+8 7+8 7+8 7+8 7+8 1A. GenPressare +77.1/-77.1 +720/-72 +65.5155.5 +60.0/-60 4a" 41" HeadlSol ci+2 ct+z cq+g ra+2 G4+2 CA+2 cq+2 Ga+z C4+2 C4+2 C4+2 c4+2 C4+2 C4+2.C4+2 C4+2 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS DLO Jamb a 8 s a 8 s a 8 e I s 1 e 1 a 8 8 6 a THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT P-hook B+7 6+7 6+7 6+7 7+8 7+8 7+8 1 7+8 7+e 1 7+e 1 7+8 I 7+8 7+8 1+8 7+6 7+8 REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE t MAY BE USED WHEN Deakin Pressure +7251-72.5 +67.41.67.4 +61.01-61 +54.71-54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA „ 47” Head sill 01+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4«2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER DLO Jamb a a 8 a 8. 8 e 8 8 B a 9 a 8 a e INFILTRATION. P41ook 8+7 8+7 6+7 9+7 7+8 7+8 7+e 7+a 7+8 7+6 7+8� 7+a 7+8 7+6 7+8 7+8 Desu nPressam «hp.1/59.1 +6401-64 +57.6157.6 +50.6150.6 53" HeaNSill C4+2 C4+2 C4+3 C4+3 C4+2 C4+2 G4+3 U+-3 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 Cq+2 C4+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT Iri.O Jamb 8 s e a 5 8 8 s a 8 a 8 a a a a INFORMATION. P+-k 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+a 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN DLO WIDTH=NOM.PANEL WIDTH-7" REQUIRED. DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PW)otrcrnEvtsED as c"Plriaa with the F7udds THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. A`eo`c a" No ;r-d"-d 3 E�Plratie�Oatc Straight Astragal Lockstile @90°Astragal Lockstile @ 135°Astra a! Lockstile Interlock P-hook Lockstile @Jamb g @ tt Assembly Straight Astragal Assembly 90*Astragal Assembly 135°Astragal `(+�•"^.�,— StandardStiles Standard Stile standard5tile Standard Stile Standardstlie Heavy-dutyStile Hea w-dut Stile Heavy-duty Stile —Heavy-duty Stile i ArtrWaetcoatrd Standard Astragal Outside Corner,, Inside r`fr�lv.(�J JI+ Outside Corner Corner iCorner Outside nsid tside Inside Corner Corner Part Part#61(Stile) Part#60(Stile) Part#119(put.) Part#50(x2) Part#60 part#60 Part#67(Astragal) Part#60 Part#118{Corner Part#120(In.) Parts#31&#32 Part#61 .L.0 f •..,,i :,, Receiver) (Corn.&Fxd Mount) -,8705 iv�rc`�VOL00Y RARE DPANDANCNORAGE ro4t}4earsd5 SERIES 670 ALUM.SGD-NON-IMPACT ti<"d "t•• wrmD �eama aaF ® ` ear« °""` AAYNNIMI).LER P.E. JRR 0 01110/14 CtF7 7H OFAU92MSQDfi70 NTS 6 d PG70128 B P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max.(+)DP For comer astragal anchorage on 90'or 135°c r.f,,see sheet 11 ('Water Infiltration Rating) Door unit Height Table applies to all Glass types and �, ay* gg• ss 1nz 103- 114• 120• Sill Riser Height the StllefAetregal types eh- 69-718'DLO 73-7/8"DLO 79-7/B•DLO OLO 91-718'DLO 87-7/8-DLO 103-718'DLO 1047/8'DLO (+)Design below.Posai.(+)DP may be Anchor Group Anchor roup nc rGroup AnchorGmrp Anc rGwp Anchor Grote Ancor Group A or Group (Flat Or Box,see Pressure,psf limited by Tete 2A. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Sheet 17) Design Pro SUM -9a of +90.0/-133.0 +900/-122.0 +90.0/-114.0 +90.0/-706.0 +90.0/•99.0 +90.0/53.0 +8&0/-8&0 Flush-1-1/2" see note 3 24' 17' HeadIS111 C4N C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 GN C4+1 C4+1 C4+1 C4+1 CON C4+1 C4+1 G1+1 C9+1 C4+1 C4+1 C9N C4+1 C4+1 C4+1 C4N C4+1 C4N C4t1 C4+1 C4N LOW-2-1/2' +46.67 DLO Jamb 8 8 8 8 8 B B 8 B 8 B 8 8 8 8 B 10 10 10 10 10 10 f0 10 10 10 10 10 f0 10 10 10 P-hook 6+7 T+8 7+B T+8 7+8 7+8 7+8 7+8 7+8 7+B 7+B 7+8 7+8 7+8 7+8 7+8 8+e 8+9 8+9 8+9 8+9 8+9 8+B B+9 9+70 9N0 9+10 9+f0 9+10 9+10 9«10 9+10 MBdIUm-3.1/4° +60.0 Design Pressure +90.0/-141.8 +90.0/-133.6 +90.0/-1229 +90.0/-f138 +90.0/-705.9 +90.0/-99.1 +90.0/-93.1 +87.8/-87.8 High-4° +90.0 �, 23' MeadlSla CSN C5+1 C5+2 C8+2 CSN CSN C5+2 CSt2 C5+1 C3+1 C5+7 CSN C6+1 C5N C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 0541 C5+1 C5+1 CSN C5+7 C5+1 CSN C6N C5+1 C5+1 -SEE NOTES 1-3 DLO Jamb B B 10 e- B e t0 8 a e 10 8 8 8 10 8 10 10 10 10 10 10 10 t0 10 10 10 10 10 10 10 10 P-hook 7+8 8+9 8+9 6+9 NB 5+9 8+9 - 7+8 8+9 8+9 8+9 7+0 8,9 8+9 8+9 8.9 8+9 8+9 8+9 8+B B+e 8+B 8+9 9+10 9+10 9+10 9+70 9+10 9+10 9+10 eN0 Dssign Pressure +90.0/-123.9 +90.0/-116.4 «9a0/406.7 +90.0/-98.5 +90.0/-91.4 +65.3/55.3 +80.01-80.0 +753/45.3 38' 29' Heed/S15 C5+2 C5+2 C5+2 C6+2 CS+Z C5+2 CS+2 C5,2 C5+2 CE C5+2 C5+2 CSN CSN C5+2 25+2 CS+1 C5+1 C5+2 C5+2 C5+1 05+1 C5+1 C5+1 C5+1 C5+1 CSN C5+1 Cs+1 C5+1 C5+1 C5+1 CLO Jamb 8 a 10 B fl B 10 8 8 8 10 B 8 0 10 0 10 10 10 70 10 10 10 10 10 10 10 10 10 10 10 10 P4hook 7+8 8+B 8+9 8+9 7+B 8+9 8+9 8+9 7*8 B+9 Bt9 B+9 7+8 8+9 B+9 8+9 B+9 8+9 B+9 B+e 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+1019+f019+1019+1019+10 Design Pn7ssam +90,0/-111.6 +90.01404.5 +90.01.954 +87.8/-87.8 «81.31.81.3 +757/-75.7 +70.81-70.6 +66.51.66.5 42' 35' tbad/Sill C5+2 C5t2 C5+2 CSt2 C5+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 CSt2 C5+2 C5+2 C5+2 C5+2 C5+1 C5+1 C5+2 C5+2 C5+7 C6+7 C5+2 C5+2 DLO Jamb B 8 10 8 B 8 10 8 B 8 10 B B 8 10 B 10 10 10 10 10 10 10 10 10 10 10 70 10 10 10 10 P-hook 7+8 8+9 8+9 fl+9 7+8 8+9 B+9 B+9 7+B 8+9 8+9 8+9 7+8 B+9 8+9 8+9 5+B B+9 8+9 0+9 B+9 8+9 8+9 8+9 9N0 9+10 9+10 gN0 9N019+1019+10 D+10 Design Pressure +90.0/-102.9 � +90.0/-96.0 +87.3157.3 +80.0/-80.0 +73.81.73.8 +68.6/•68.6 +64.0/-60.0 � +60.01.60.0 48• 4r tleaysll CS+2 CS+2 CSt3 C5+3 C5+2 C5+2 CSt2 Cs+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5,2 C5+2 C5+2 C5+2 C6+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS«2 CSr2 C5+2 CSt2 C5+2 C5+2 C5,2 DLO WIDTH= CLO Jamh e 8 10 8 8 e 10 8 8 8 10 B B 8 10 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 70 P4hoak 7+8 8+9 8+9 Bf9 7,B 8+9 8t9 8+9 7+B 8+9 8+9 B+g 7+8 B+9 8+9 8+9 5+9 8+9 8+9 8+9 8+9 B+9 B+9 8+g 9+1019+1019+1019+10 9+101s+10119+10 9N0 NOM.PANEL WIDTH-7" Design Pressure +830/-83.0 +77.2/-77.2 +69.81-69.8 +6181-63.8 4r Head/S61 c4*z ca+2 cs«3 25 3 c4+2 ca+2 cs.2 cs.z c4+2 ca+2 cs+2 cs+2 04+2 C4+2 C5+2 C5+2 DLO HEIGHT= DLO JamO e e e e e e e e e a e e e e e e DOOR UNIT HEIGHT-10.125' P4wok fiw r.e T«5 i+e 7+e T+e T+e T+e 7«e 7+e 7+e 7+B 7+B 7+a 7+B 7+8 Not available In these sizes Design Prowse +79.21-78.2 +73.3/-73.3 +66.01.650 +60,0/ .0 Fiead/511 C4+3 C4+3 C6+3 C5+3 C4+3 '4+3 C5+3 C5t3 C4+2 C4+2 CSt3 C5«3 C0+2 C4+2 Cyr C6+2 PANEL HEIGHT= DLO Jamb a a e s e a e e 8 a B 8 B B a e DOOR UNIT HEIGHT-1.866" P4-k 6+7 7+B 7«e 7+8 7+B 7 7+8 7+8 7+8 7+a 7+e NB 7+8 T+B 7+B 7+B O= EXAMPLE ON SHEET rxobuc r REVISED a1 oompl7lnR with the Flsridt 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. hehMnq C.& Straight Astragal LOckstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ Ac'eeptaaee No/;7042 .03 Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal E.pkehie.Dale Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile n �6L. [,,side «eesRd Standard Astragal OutsideCorner Outside Comer Corner Inside Inside Cor Corner Corner Outside Part#61(Stile) Part A61(Stile) Part#119(Out.) Part#61(Stile) Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner Part#120(in.) Parts#31&032 Part 461 Receiver) (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°,3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE ISNOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS 0 ' PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = o OH RATIO;t 1 WATER INFILTRATION. = o 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. O No. :-70c 5 DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH OH RATIO= 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3 11M1By: r7� aerlrNz p� "'. 5;\T,Or b f0707ECNNCA00YDRNE DPANDANCHORAGE ^•{�:�•"•`�'�?�r!4P•'�,`;>; aura 8wrhbia N.VEMCE,FL 34215 /ee �'1"r•,,!+, %.`,'' . (1141)480-1600 SERIES 670 ALUM.SGD-NON-IMPACT om erase ohm s� A.LYNN MILLER,P.E. JR 0220/14 CERT.OFA(171f.#29296 ® SGDfi70 IYTS 7 d 22 PGTO128 B P.E.#58705 TABLE 3: TABLE 3A: 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'comer units,see sheet 11 (Water Infiltration Rating) Door Unit Height Sill Riser Height II Table applies to all Glass types end + Design OH LENGTH I�- 80' 84" 80' 96' ( ) 9 the-.Stile/AstragalNe(rypas shown (Flet or Box,see F below.Positiva(+)DP may be 69.7/8"DLO 73-7/B'DLO 79-7/8'DLO 85-7/8'DLO Sheet 17) Pressure,psf � limited by Table 3A. Anchor Type Anchor Type Anchor Type Anchor Type Flush-1-1/2" see note 3 W 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 = OHRATIOLI Design Pressure + - + - + - + - Low-2-1/2" +46-67 x O 24' 17° Head/Sill C4+t C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4' +60.0 O DLO Jamb 8 8 8 B 8 8 8 B 8 8 8 8 8 0 B 8 High-4' +90.0 P-hook 1 6+7 7+8 7+B 7+8 7+8 1 7+8 17+8 7+8 7+8 7+8 7+6 7+8 7+5 1 7+8 1 7+8 I 7+8 SEE NOTES 1-3 Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-138.2 +90.0/-128 30" 23" Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 C6+2 CB+2 C5+1 C5+1 C6+2 C6+2 OH LENGTH DLO Jamb 18 10 8 8 8 10 8 B 8 10 8 8 8 10 B OH RATIO=OH HEIGHT P-ht -' A9+10 9+10 9+10 8+9 9+10 9+10 8+10 8+9 9+10 9+10 8+10 8+9 9+10 19+1019+10 NOTES: Design Pressure +90.0/-139.4 +90.0/-190.9 +90.0/-120 +90.0/-110.8 29' Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 CB+2 C6+2 C5+2 C5+2 C6+2 Ca+2 C5+2 C5+2 C6+2 C6+2 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. 36' DLO Jamb B 8 10 B 8 8 10 8 8 8 10 8 8 8 10 8 P-hook 8+9 9+10 9+1D 9+10 8+8 19+1019+10 9+10 6+9 9+1D 9+10 9+10 a+8 9+10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN Design Pressure 1 +90.0/-125.5 +90.0/-117.6 +90.0/-107.3 +90,0/-98.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4" m`m 4T 35' Head/Sill CS+2 C5+2 C6+2 C6+2 CS+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5*2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). o DLO Jamb e B 10 1 B e B t0 8 B 1 81 10 B B I 8 1 10 8 SEE TABLE 3A. P-hook 8+9 19+1019+1019+10 B+9 8+10 9+10 9+10 B+9 8+10 1 8+10 9+10 8+9 I 9+10 9+10 9+10 o Design Pressure +90.0/-115.7 +9ao/-108 +90.0/-98.2 +90.0/-90 3)4-,3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION Z 41" Head/Sill C5+3 C5+3 C6+3 C8+3 C5+2 C5+2 C6+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER 48" DLO Jamb 8 8 i 10 1 8 8 1 8 10 8 B B 1 10 8 8 1 8 1 10 8 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN P-hook 8+9 9+1019+1019+10 a+s 9+10 9+10 9+10 8+9 9+10 9+10 9+10 B+s 9+10 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +83/-83 +77.2/-77.2 +69.8/-69.6 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT 4T Head/Sill 04+2 C4+2 C5+3 C5+3 C4+2 04+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C4+2 04+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DLO Jamb 8 B B 8 8 B 8 8 B 8 8 8 8 8 8 B P-txwk 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 7+8 7+8 7+8 Design Pressure 1 +79.2/-79.2 +73.3/-73.3 +66/-66 +591-58 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND 53° Head/Sill C4+3 C4+3 C5+3 C5+3 C4+31C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION. DLO Jamb 8 8 8 8 8 8 B 8 B 8 8 8 8 8 8 8 P-hook 6+7 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+13 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR DLO WIDTH=NOM.PANEL WIDTH-7" PAIRS TO BE INSTALLED. rR0DLO HEIGHT=DOOR UNIT HEIGHT-10.125" Duck -i1h Ibb °s.ai.htslr.rNY 1kc F7oriQt ba�dinq G"de PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Epi aj"no / G3 iperrrdac 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. d � - L� Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135'Astragal Lockstile @14Ar, aiCeold Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 'Heavy-duty AstragalInside Outside Corner,, Outside �Ir JILCorner Corner ' Inside InsideCOr Comer Outride \; �,�C•:.•,Enly.''1Q/.'! Corner �: .•' �1'., ^F .;,� Part#61(Stile) ,y,n Part#61(Stile) ;?; Part#61(Stile) Part#119(Out.) �;,, Part#61(x2) Part 461 Part#61 part#68(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31&#32 Part#61 _ Receiver) (Corn.&Fxd Mount) 6 rj� �6 R. ar. 1078 TECKNOLOOYDRIVE DPANDANCHOWE C`�cs� •- . ar arts rs.N.r'r M VE ICQ FL 34276 nu ;'•�/�}:1;t i`:l �• SERIES 670 ALUM.SGD-NON-IMPACT / omm ey o.ec aWsae a� e.+.atert aa.' swe onrena a^" A.LYNN MILLER,P.E. JR =0/14 CERT.OFAO11L X28286 P�ST 8O o NTS 8 d 22 PGT0128 B P.E.#58705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET INTERLOCK RE " POCKETS CLUSTER,SEE THIS AND M. SHEET SEE POCKET 8 p-HOOK PANEL WIDTH DETAILS,SHEET 11 x xx ( ) r- - x x x x JAMB MOUNTING x x x x f x x x x x x x 6 MAx. INSTALLATION, x ADAPTER s"Max' �� x x x x x xx x x x x x THIS SHEET ANCHORS MIDWAY 1 3"MAX. &SHEET 14 BETWEEN P-HOOK ®' 101 4 PAIRS OF ANCHORS&AT 3" i I O x=FRAME x x ANCHORS ;'`} FROM TOP z ® I 9 ANCHORS 96 (TOTAL 8 BOTT 0 14" I p o UNIT 21"MAX- ANCHORS) j n MAX.O.C.' HEIGHT O.C. PER JAMB 4.051" 8"MAX.TO OPENING y o ", 14 MAX.O.C. n o=P-HOOK EDGE OF POCKET SEE w a I 0 ANCHORS x x� (SEE JAMB INSTAL TION i a ® � z DETAIL DETAILS'Jc' 'Kc', i m 10 M 0=P-HOOK BELOW) END PANEL SHEET 14& ART a I®I i %D MOUNTING x ANCHORAGE DETAILS') 'K', i�uW 1 I I o. r 3•MAX. ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 OR i°a �—k®1 I I i ANCHORS X O.C. P-HO K L---- 6•MAX. `Doll --" X x x "+2" ANCHOR x x x x x x x x x' � �END PAN ANCHORAGE END PANEL x' � x x x x x x x x x x' 6'MAX. ANCH GE(SEE A HORAGE x' x xx x x' S CH BELOW) (SEE SKETCH OW) .+2. �.i2. '+2 °r2° +2' ANCHORAGE ANCH GE CENTERLINE 6•M •• ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL,2 TRACK,90"OUTSIDE XX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRE SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" �— OCCURS AT THE P-HOOK. NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL SEE"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. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" '9eO''"rylrnswu►theFbdd& REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR wdiuK ude /—"+2"ANCHORAGE � AcceptaaceNo/ - 6'L •Oj CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT s>w�+D•�e 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: 6"MAX. CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR �2 TRACK A"wvow C0k Z 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 I CENTERLINE C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE • DETAILS,SHEET l l [--OF FOR ASTRAGAL �OF (2 ANCHORS) g^ INTERLOCK i ASTRAGAL MAX 4.051" 3.5" :tI ter CENTERLINE CENTERLINE CENTERLINE !- EXTERIOR "+2"ANCHORAGE "+2'ANCHORAGE OF PANEL 3 OF PANEL 4 OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1moTECHNOLOGY DRIVE ANCHORAGE SPACING&EXAMPLE PLANS r• AVENICE,FL 34275 SERIES 670 ALUM.SGD-NON-IMPACT a,- �.. ,rem _ '�',;;,"•.:, (94f}480.160D ommer. o"m: a,.uoa om: ® s.mrsae e"+e m" m 22 ate• PGTO128 B A.LVNN P.E MILLER BLER,P.E. JR 0220/14 CERT.OFACl�H.p'29295 SOD$71, NT$ 9 I ASTRAGAL OR SPLICE LOCA ON ASTRAGAL OR I (FOR SPLICE A GAL OR SPLICE LOCATIO 6"DIAG. 2 04" INTERLOCK-IF NEEDED INTERLOCK�I CONDITION,USE INTERLOCK IF NEEDED .04" CENTERLINE I CENTERLINE "C6"CLUSTER ETAIL) CENTERLINE 3.5" 1.75" EXTER IAG. 7 - 7 3.5" ►— 1.75" 21" 4°DIAG. 4"DIAG. MAX. O.C. EXTERIOR 2.0 " .04" 2.04" 21" 5.6 " M EXTERIOR 3'5" 7^ XTERIOR 4"DIAG. 7" EXTERI 7 3.5 O 7 6" AX. v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 564" A ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK (1a ASTRAGAL OR INTERLOCK � 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED " 4") ANCHORS ARE REQUIRED,"C5") ANCHORS AR RE UIRED,"C6") CHOR 6" ILI=211 . 4-TRACK ASTRAGAL ORSPLICE L TION STRAGAL OR (FOR SPLICE TRA SPLI LOCATION "DIAG. FRAME JAMB INTERLOCK-4—IF NEEDED INTERLOCK CONDITION,USE INTERLOCK `IF NEE D2.04" Exr IOR ANCHOR PAIR CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE ANCHO MAY BE INSTALLED __. 0 21" EITHER IN HE EXT.OR INT. 2.04" 4"DIAG. MAX. TRACK(INT. HOWN) .0 .08" O.C. 2.0 " 5.64" NOTES: 1.ALL D MENSIONS SHOWN EXTERIOR EXTERIOR 4"DIAG. EXTER R 33 �1 7" 7" 3.6^ ARE B ED ON MIN. v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 6 MAX. ALLO D. ASTRAGAL OR INTERLOC (M ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK 2.FO HEAD OR SILL SPLICE (USE WHERE 4 CLUSTE (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOC TIONS/ANCHORAGE AT ANCHORS ARE REQUIRE , C4") ANCHORS ARE REQUIRED,"C5" ANCHORS ARE REQUIRED,"C ANCHOR PAIR P- OOK SEE SHEET 9. (FOR SP E ICED ASTRAGAL OR ( SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY: REVISED �. (FOR SPLICE CO ION,DO NOT m r Piyinp with tYe Floridi INTERLOCK�1 1F NEEDED INTERLOCK CONDITION,USE INTERLOCK E THIS DETAIL SPLICE LOCATION uw�i�rt�ae CENTERLINE I CENTERLINE I C ) AtteylattNo/6-p(Z p C6"CLUSTER DETAIL) IF NEEDED — —`L_3 E�pir�iee Date -�/ 13 5• —► 3.5" 3.5" 7• 3.5" IY�OFOi ■n C."m 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" 2.04" 5.37"DIAG. 4"DIAG. 4.08" 4"DIAG. 2.04" EXTERIOR EXTERIOR 7• EXTERIOR 7" 3.5" „°?,y.,,'• V 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL (a?ASTRAGAL OR INTERLOCK (m ASTRAGAL OR INTERLOCK (D ASTRAGAL OR INTERLOCK ”' 58705 (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 10707ECNNOLODYDRNE ANCHORAGE,EXAMPLE CLUSTERS "•• ! "• :�` � r N.VENICE F734276 SERIES 670 ALUM.SGD-NON-IMPACT ';^.?_ sres�a.c s s'°°`'' °""°N° rser A.LYNN MILLER,P.E. SJR 0220/14 " CERT.OFAUTH.#29M ® SGD-670 NT.S 10 0122 PGT0128 B P.E.#58705 2.04" 2.04" INTERIOR 2.04" INTERIOR07" 04" NOTES: INTERIOR INTERIOR 1.ALL DIMENSIONS SHOWN 4'DIAG. 8.94' ARE BASED ON MINIMUM 6 12" 4"DIAL. 612, 3.5" 3ALLOWED. INTERIOR INTERIO 2.DETAILS DEPICT ANCHOR INTERIOR INTERIOR QUANTITY AND SPACING, 90° 3 " 90° 3. " 1 ° EXTERIOR 1AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4., 3.5" 4" 3.5" 3EXTERIOR ^+1^ANCHOR 2.04" EXTERIOR 2.04" 72.04^ EXTERIOR 4„ 2.04" 7^ EXTERIOR 90°CORNER 90°CORNER 135°CORNER 135'CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL II-- CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL ANCHORS ARE REQUIRED,"24") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") +2"ANCHOR 4.08" INTERIOR INTERIOR EXTERIOR 4.08" "+1"ANCHOR 2.1. 4"DIAG. 4" INTERIOR 7.41" INTERIOR 3.5� I 90° 7" 135° 3'5" CENTERLINE 3 EXTERIOR 3.5" OF PANEL "+3"ANCHOR 4.08" 4.08" 7" 5.37"D AG. 5.37"D AG. CENTERLINE 0 2. 4" 4" 3.5"° 4 OFPANEL 4"DIAG. EXTERIOR 3.5 4" EXTERIOR 7" INTERIOR ON "+2"ANCHOR 3.5" 90°CORNER 135°CORNER EXTERIOR VIEWS y 7„ 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILLCENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAL. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" INTERIOR 2.04" ►ROD 2.04" 3.5" bwa nglryiagwith 0e FlorkSL 6'12" CENTERLINE AcceptwaceNo /�-e6?5•D7� 4" EXTERIOR M68 OF PANEL Eayirtlioe Date_xp INTERIO INTERIOR 90° 4" 3.5" "+3"ANCHOR 2.04" DIAG. 7 G 3.5" 4.08" 4"DIAG- 6.12" 4"DIAG. 6.12" 7" EXTERIOR :tl fi il;, 2.04" 3.5" 4" 4"DIAG. . 3.5' EXTERIOR 7, EXTERIOR 4" 2.04" CENTERLINE `.,, ,�})'�1�,�ci•f .',�"`!•t/�'% 90°CORNER 135°CORNER I OF PANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("C8"ANCHOR CLUSTER REQUIRED ("C8'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) R—der � 1070TECNNOLOGYDRNE ANCHORAGE,EXAMPLE CLUSTERS Rmd N.VENtGE,FL 31275 R. ,. Iee1}I6a1600 SERIES 670 ALUM.SGD—NON-IMPACT A.LYNN MILLER P.E. amwnei- o°m: cnouod onm, CERT.OFAUTN.(@29296 ® SOD-670 NT3 11 m 22 PGTO128 B P.E.#58705 JR OP W14 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' 2-1/16'• 2.1/16"• NOTES: EXTERIOR 1/q• 1/4" 1/4" 1.ALL DIMENSIONS a MAX. MAX. MAX. SHOWN ARE BASED j o r SHIM EXTEERRIIOR o SHIM EXTERIOR SHIM ON MIN.ALLOWED. 2 METAL OR WOOD EMBEDMENT: T S BSTRAT S 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., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES" SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 IS da 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.L Aw WOOD INSTALLATION Bw 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 NOTE 5,SHEET NOTE 5, NOTE 5,j THE METAL SUBSTRATE 1(1/4'MAX.) SHEET 1 1 SHEET 1 (1/4"MAX.) :..,, _>:,.w.. .. =:. .. .,.;., 1 (1/4"MAX.) ., r>.,... .,. .-:... EXTERIOR EXTERIOR - EXTERIOR EMBEDMENT:SEE 2-1/16"' � 2-1/16"' � TABLE A,SHEET 1 2-1/16"• EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 40)2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL ow WOOD INSTALLATION Ew WOOD INSTALLATIONFw METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE PRODUC rReveseo TABLE A,SHEET 1 EDGE DISTANCE: m Mttthe FWAk SEE TABLE A, AMP.-No -Oz 63 EMBEDMENT:SEE METAL TYP., SHEET 1 &ptrwim O'te•L TABLE A,SHEET 1 EDGE DISTANCE: SEE ANCHOR EDGE DISTANCE: O SEE TABLE_A, NOTE 4,SHEET 1 L Ptud. w� 2X WOOD SEE TABLE A, 2X WOOD SHEET 1 TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., 2.1/16 SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16"' &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS \ &TABLE A,SHEET 1 BEYOND THEt. YNN EXTERIOR 0 EXTERIOR METAL *O .•••••..�1/((F I EXTERIOR \ 1/4"MAX.SHIMF-- SUBSTRATE •' / 1/4"MAX.SHIM 114"MAX.SHIM Na 50705 ja 2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB, �GwV WOOD INSTALLATION Hw ' WOOD INSTALLATION \jwl METAL INSTALLATION = G( BaaCBy: oee: BaNslmc oeeowrrc �'� 6 0 �jo :..Il/�� r R•�a• 1070TECHNOLOGYDRAIE ANCHORAGE DETAILS H vemCF,Fc 34275 Tm .. �•� (941}sa1e00 SERIES 670 ALUM.SGD-NOON--IMPACT tu.•r�eY �; � me: ® A.6ANIMI.LLER,P.E. JR 0220/14 CERT.OFAUTH.A29296 SGO-870 NT$ 12 PGT0f28 B P.E.#58705 INSTALLATION DETAILS E T:SEE TABLE , EET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANC EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCR SEE TABLE A,SHEET 1 CRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE SHEET 1 A,SHEET 1 PER BLE PER BLE ON MIN.ALLOWED. 2-1116"' 2-1/16"' 2-1/16"' A, HEET 1 A,SHE 1 1/4" 'DIAGONAL O.C.IS EXT IOR M MIN 4"(HEAD&SILL) aj SHIM OR 6"(JAMB)SEE iT r EMBE ENT: J 1/4 EXTERIOR 1/4" EXTERIO DETAILS,SHEETS SEE T BLE A, M MAX. a 0&11. HEET 1 S IM SHIM P OPERLY SECURED 1X CONCRETE AN OR P., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., ODD BUCK TYP.,SEE SEE ANCHOR N TES WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& A HOR NOTE 3,SHEET 1 . TABLE A,SHEET ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ®2-TRACK FRAME HEAD 3-T qC{(Gae EAD ®4-TRACK FRAME HEAD Ac CONCRETE INSTALLATIO CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE A TYP., P LY SECURED 1X RETE ANCHOR TYP., P SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE A OR NOT WOOD BUC P.,SEE SEE WOOD B TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE ABLE A,SHEET 1 ANCHOR NOTE SHEE 1 TABLE A,SHEET 1 ANCHOR NOTE 3, EET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE CHOR S CHOR SEE HOR NOTE ,SHEET NOTE 5, N E 5, 1 14"MAX.) SHEET 1 SHE Tl Z T 1 1 "MAX.) 1 (1/4" EXTERIOR I XTERIOR 1 EXT RIOR 1 CONCRETE 2-1/16 � 2-1116"' � 2-1/16" PER TABLE EDGE DISTANCE: CONC ETE EDGE DISTANCE: CONCRE E EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER A E SEE TABLE A,SHEET 1 PER LE SEE TABLE A,SHEET 1 BEDMENT:SEE TABLE A,SHEET 1 A,S EET MBEDMENT:SEE TABLE A,SHEET 1 A,S ETI EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTALLATIO Ec ION W CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 ~ MENT:SEE PPODUCfREVISM TABLE A,SHEET 1 --I EDGE DISTANCE: as IAyb&wkh the F1n[ift SEE TABLE A, Anpua` 3 EDGE DI CE: PROPERLY SECURED cerpneee No 16-Ob2 ,o EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE 1X WOOD BUCK TYP., SHEET 1 Eapirwi-D�rc TABLE A,SHEET 1 —~ TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, b �h PROPERLY SECURED ., EDGE DISTA NOTES&TABLE A, SHEET 1 nd'tlCmpd SEE TABL A, SHEET 1 2-1/16" 1X WOOD BUCK TYP., SHEE 1 2-1/16^ SEE ANCHOR NOTE 3, CONC./CMU ANCHOR SHEET 1 _ TYP.,SEE ANCHOR CONC./CMU ANCHOR 2-1/16"• PROPERLY SECURED NOTES&TABLE A, TYP.,SEE ANCHOR 1X WOOD BUCK TYP., SHEET 1 SEE ANCHOR NOTE 3, CONCRETE CONCRETE NOTES&TABLE A, OR CMU �OR CMU SHEET 1 CON ET SHEET 1 PER TABLE EXTERIOR PER TABLE EXTERIOR A,SHEET 1 I OR CM EXTERIOR A,SHEET 1 � `.3'J`�',�•�...... .�;F� ',, 'D1/4"MAX.SHIM I' PER TA ' S •' rOPJ;F A,SHE 15 1/4"MAX.SHIM 1/4"MAX.SHIM 9g705 ; 2-TRACK FRAME J 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB 3 cc CONCRET NSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION p 6� ramBy. re: ox"wwr.• o+"km.' ';,,�•''. IJ F LU oryDmvE ANCHORAGE DETAILS G.'• F,r aioa..•'��_ x• w.wme N.VENICE,FL ms " .......•rY\+; (wfM80-1600 SERIES 670 ALUM.SGD-NON-IMPACT %;SS7Cp.;i�`•• —: _7 A.LVNI�'MILLE),P.E. 'R X0/14 a 0B°'' CERT.OFAUM.928296 ® SGD-670 NTS 13 a 22 PGT0128 B REX 58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMINGTABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE Oo o SEE ANCHOR NOTES JTANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR ALLAPPROVED SEE TABLE A, (ALSO SEE TYP. ATABLE A,SHEET 1 SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE EDGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 2B SHEET 1 ADAPTER CONC./CMU AND P-HOOK EXTERIOR PHOOK WOOD ANCHOR TYP., ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES lu P-HOOK ":,';'•''..': ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OREMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 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 E P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 28 &TABLE A.SHEET 1 EMBEDMENT: (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A, 28 ILLUSTRATION,SHEET 9) ILLUSTRATION, SHEET 1 EMBEDMENT: SHEET 9) rpptiCp�� SEE TABLE A, 1 ftp P.o�dewith/6e nowA SHEET 1 ED E DISTANCE:SEE 1-1l4"MIN.EDGE DISTANCE TABLE A,SHEET 1 Accto"cc No Ib-O62q.a2� -+T Es}iewLn mic 30 ,•.30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE A15 NCHOR NOTES ANCHOR TYP.,SEE &TABLE A,SHEET 1 ANCHOR NOTES&TABLE (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) E P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS \,UPARTS#19 #21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, �� ,I \r Idr!.mj'�, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Zn•`E 4py �.'w.` r' (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT .,t FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY F!o.;37p5 61j 1 o„ enc, 1070TECHNOLOOYORIVE ANCHORAGE DETAILS >-1;;•. ',j,: ; N.VENICE,FL 31275 *a •. r. �. SERIES 670 ALUM.SGD-NON-IMPACT `-;^I •r `�y H"'* °ieM1imµ' "°" ,A:LYNN MIL'L'ER,P.E. c"adad cEar oFAurN.N2elaB ty sco s7o NTS 14 22 PGT0128 B P.E.#58705 JR O2/20/14 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX NOM.PANEL WIDTH HEADER DETAILA', DLOTYP.PER TABLES 1-3 SHEET 18;INSTALLATION WIDTH_ 1NNEERIOR] DETAILS'AVV&'Ac',-\� SHEETS 12&13 EXTERIOR1 i j PANEL 90* PANEL PANEL TYPE TYPE PANE CORNER DETAIL'N2', TYPE 'AS' TYPE SHEET 19&CORNER ANCHORAGE SHEET11 NOM. UNIT MAX MA; PANEL INTERLOCK DETAIL PANEL PER 'M',SHEET 19 HEIGHT WIDTH TYP DLO _SEE PER HEIGHT .TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 3 JAMB DETAIL'G3',SHEET X x x 18:INSTALLATION DETAILS X 'Gw'&'Gc%SHEETS 12&13 SILL DETAIL-U,SHEET 18; 110, INSTALLATION DETAILS EXAMPLE:90*INSIDE CORNER,4 PANELS-Xy,/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-1.866" L AIL'N2" ORNER 1 SHEET T I _K DETAIL SHEET 19 EXTERIOR INTERIOR X J11" #10 X 1-1/2" #B.x 1" PH SMS PHSMS v r 3 L Isk PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES; 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX, PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS, Y;� 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM.103)AT FRAME JAMB OR ASTRAGAL. 871,5 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. 6' l6 f I07075cHWLorynRa,E ANCHORAGE DETAILSIEXAMPLE ELEVATIO A VENICE,FL 34276 MIM804600 SERIES 670 ALUM.sGD-NowmpAcT A.LYNN MILLER,PE- JR 02/7(114 CERT.OFAUM.QM6 SOD-670 NTS 15 v PGTO128 B REP 58785 CON FIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; i INSTALLATION DETAILS'Gw'&'Gd,SHEETS 12&13 HEADER DETAIL W,SHEET 18; MAX' iFIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET DLO JAMB DETAIL'133%SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw&'Ac', WIDTH 18;INSTALLATION DETAILS SHEETS 12&13 TYP �'Gw'&'Gc',SHEETS 12&13 DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 7 90° SHEETS 12&13 EXT IOR INTERIOR PANEL PANEL PANEL PANEL nPANE PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL R' 'L' 'D' 'A' TYPE TYPE TYPE M',SHEET 19 MAX. 'CS' OS' K MAX' 90°OUTSIDE CORNER / NOM. / / UNIT UNIT DETAIL'N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM. / / HEIGHT CORNER ANCHORAGE WIDTH TYP. / / PER 'D',SHEET PANEL / SEE PER SHEET 11 MAX. SEE TABLES MAX./ WIDTHTYP. PER DLO PER NOTE 2, 1-3 1S' DLO PER NOTE 2, TABLES 1-3 INSTALL 1-3 INTERIOR HEIGHT SHEET 15 HEIGHT TABLES 1,3 SHEET 15 DETAILS EXTERIOR a a Dw'&'Dc', NOM.PANEL 0 X X X SHEETS I2 a WIDTH TYP. &13 ' b X x x PER TABLES ' I 1-3 MAX.UNIT WIDTH �� J MAX.UNIT WIDTH SEE FRAME& �I PANEL CORNER SILL DETAIL V,SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX 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& L2,SHEET 19: 1 INTERLOCK DETAIL V,SHEET 19 'Ic',SHEETS 12&13� _JA l HEADER DETAIL J� AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'J&, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET DETAILS'Bw'&'Bc', DETAILS'Iw&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 'Jc%'Kw'&'Kc',SHEET 14 SHEETS 12&13 Cw&'Cc',SHEETS 12&13 I---- MAX.UNIT WIDTH -- MAX.UNIT WIDTH -�I PRODUCf[IMSpp _ un p"8 with Ox Fldit I,- bedieg6ode PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL A-49.eN.I1-6 Z2; 3 TYPE TYPE TYPE TYPE i TME TYPE TYPE TYPE Eari w-DeteT�� R, L, M, IFI MAX. b ISS Ll �� MAX.UNIT NOM. NOM. UNIT ' '� rw., ""d HEIGHT PANEL °a i � PANEL h HEIGHT PER WIDTH TYP. ¢ I / / WIDTH TYP. / PER TABLES MAX. SEE PERu i SEE U�lMAX. PER TABLES 1-3 DLO NOTE 2, :TABLES]13 °a a OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 y i SHEET 15 HEIGHT o x x I x x x Dn�%'� •;,;� %,, I EXAMPLE:OXXXp SILL DETAIL'E',SHEET18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;f� (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS 'Ew'&'Ec%SHEETS 12&13 FW&'Fc',SHEETS 12&13 6 6 1070TECNNOLOGYDRNE EXAMPLE ELEVATIONS ,'�.... -••'_ter ,.,' N.VENICE FL 30275 *+e,: •':'fir-�','h+. ",.�` (94,yao-1600 SERIES 670 ALUM.SGD-NON-IMPACT sswue — — LYNN MINER,P.E. CERT.OFAUD0.028295 ® SGD£70 NTS 16 m 22 PGTO128 B P.E.#58705 JR 01120/14 I PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK ST LE W/HANDLE BOX OUT IBOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER TYPES OUT IN W/HANDLE WI HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE WI HANDLE W/HANDLE #118 #118 #31 #31 #120 #119 ;;J, %1 ' #118 #61 #6 #61 #61, SINGLE L TR TQ TC TA TV TW INTEO OCK F PP K (earoun SINGLE INTERLOCK B E P A C C ICC SQ SC SA SV SW t� IN I 0=0 3TXILE �- RR R S S FD FC FV FW m=om f�xmJ LOCKSTILE W/HANDLE D A��/�/J J J (BOXONI (BOXmJ W ASTRAGAL / p PANEL NOTES: BOX OUT L/l W/HANDLE /eoxouq 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL A/ - SIZES&DESIGN PRESSURE. BOX IN V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF Lu W/HANDLE (BOX mo PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS J EXTERIOR ASTRAGAL T U STILE STILE AND ARE NOT AVAILABLE. BOX our re�ouo (Boxom 3.90°ASTRAGALS EI USE HEAVY-DUTY STILES PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR CORNER RECEIVER(#118)AND EITHER L L ASTRAGAL T U EXTERIOR(#119)OR INTERIOR(#120)CORNER Box IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. (BOxIM leoxmJ J 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INTCORNER RT Cl 90 LOCKST (#61)AND CORNER ADDON(#31). J W1 HANDLE#120 --1 r— .232" LLI EXT CORNERQT SILL RISERS OPTIONS 232' z 90 LOCKSTILE 232" EXTERIOR EXT R .062' W/HANDLE E 19 QS .2 . EXT CORNER#61 EXTERIOR SIj EXTERIOR � .062" 1�3 4.055' 90 RECEIVER CT CS I�1 a .062" 3.305" %20DUCf RF.V1&ED W/HANDLE #118 5„ Is mi g cing wit4 Ile FTBIfd6 #61 1.587° u W�Gi (".ide INT CORNER A T /'S DFA ��Qj 90 RECEIVER /"", AccMi"ce No -O("7 Q WI HANDLE EapirsNll D. 3 EXT CORNER #118 CF 1e'SILL RISER, 20 SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT 90 RECEIVER l! FLUSH,1-112° LOW,2-1/2" MEDIUM.3-1/4" HIGH,4" EXT CORNER��1 760" •750' 135 RECEIVER VT VS VF EXTERIOR WI HANDLE �{ I-� .062" #81 EXTERIOR EXTERIOR I I EXTERIORTi ,062" INTCORNER #31 ,906" _ 4.055' 35 RECEIVER W T WS W f' a I a '062 5" - WIHANDLE #81 .062" 5' 1.587" 19"FSILL LUSHISERZBOXI' 21 LOW,SILL 1SE2,BOX 23 MEDIUSILL M,3-1/4' SILL:25)HIGHRI�ER,BOX _ .I ;,._�✓ , NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 %fa. f0707ECHNOIOGYNE PANEL TYPES '••'•`• " ReveOBy. Bmo: RlMshu' ''.} '%r•^;+•^-;.- t; N.VENICE,FL 31275DR By. Bale Ba1Wau: (911)-4 01600 SERIES 670 ALUM.SGD-NON-IMPACT `;;�'r'i B swear •T� A.LYWIAILLER P.E. 0r.xn ey. Ba°'' Game 0q°' CERT.OFAUTH.#29296 � SGD•670 NTS 17 ^�22 PGTO128 B P.E.#58705 JR 07/20/14 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 0R 61 105 LOCK PART 17 FULL LENGTH 14 75 8 107-110 14 106 OF JAMB 5 G3 60 OR 61 5 60 OR 61 Gt 60 OR 81 2-TRACK JAMB 16 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED 6"LONG OPERABLE PANEL CLIP LOCK PART toy @ W/RETAINER#106 ) 8p 758107-110 113 MI (SHOWN WITH PANEL FIXED PANEL TO LOCK PgRSEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 113 758107-11 1 103 FOR FIXED 5 fi0 OR 61 15EXTERIOR PANEL CLIP 103 14 v/ 15 5 #lox3/a^ FULL LENGTH G2 0 tp 1791 123 OF JAMB 2-TRACK JAMB 40 2-TRACK JAMB EXTERIOR 1 LEXTERIOR60 OR 61 EXTERIOR EXTERIOR IL SMs,X 3 CLIP#80 OR#105 51 52 W/SCREEN v 6"LONG W/RETAINER#123 3 TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB °e 60 (SHOWN WITH Ht (SHOWN WITH H2 (SHOWN WITH It (SHOWN WITH 2 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) cill so OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR �L EXTERIOR 2 112 1 3 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 a a a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK E 4-TRACK MAX.UNIT PRODUCT REVISED OPT.SCREEN �FRAMEHEAD FRAME HEAD C FRAME HEAD HEIGHT PER wcooPlfioQ Witt lte FkeWt TRACK TABLES 1.3 haft C, k AcftW mceNm Il—olz .03 Eap:i.—ate 53 ip 69 69 EXTERIOR EXTERIOR pmk 52 51 a 72 OR 73 72 OR 73 46 11 g 10 17 11 48 47 n 113 113 EXTERIOR 112 a 2-TRACK W/SCREEN3-TRACK ®4-TRACK - FRAME SILL FRAME SILL P FRAME SILL y:: •ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES - n 13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. ReM 6y, mail RwlKwu: a1O�'^' :.•' ,�1�,.;' 1070TECHNOLOGYDRNE VERTICAL SECTION DETAILS %..'•. 6"np er o"rxmia N.VENICE,FL 34275 ma !:•• F',,`,.nlL'r. SERIES 670 ALUM.SGD-NON-IMPACT `i:;i.;;:,•-.- r A.L�NN MILLER,P.E. —By m1B' CERT.OFAU7N.A29236 ® SGO670 NTS 1 18 a 22 PGTO128 B P.E.058705 JR 0220/14 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 7 28 28 30 INTERIOR 61 13 118 27 63 26 27 63 113 OR 61 OR 61 60 103 62 Ill 63 OR 61 29 29 4 65 es 5 120 EXTERIOR I 1*1 EXTERIOR 62 1�62) go* P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR EXTERIOR (EXT.OR INT.MOUNT) �EXT.MOUNT ONLY go. INTERIOR 103 LOCK PART OR 61 75&107-11 103 LOCK LOCK PAR 61 75&107.110 5 16EhINTERLOCK 14 113 60 6061 61 118 1EXTERIOR 113 EXTERIOR 113tt 67 7E 68 113 103 119 EXTERIOR LI STANDARD GAL#67 ASTRAGAL#68 90*OUTSIDE 16�j\90'INSIDE WITH STANDARDASTRASTILES#60 SWIT HEAVY-DUTYH HEAVY-DUTY STILES#61 62-DUTY CORNER �112 2TRACK SHOWNCORNER ITEM#61(HEAVY-DUTY EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILE)SHOWN,ITEM#60 (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED (STANDARD STILE)ALSO TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) APPLICABLE,SEE TABLES 1-3,SHEETS 6-6 FOR DP (PSF)ASSOCIATED WITH I L_ INTERIOR LOCK PART STILES. 31 75 107-11 INTERIOR mooucrRms135° 5 Eu AvctptunN /j;._04z .07, INTERIOR Espimfoo ZZ i�t 4r Awdr ascm0d 7 14 5 61 32 135* 61 10 32 EXTERIOR 61 LOCK PARTS 31 103 61 EXTERIOR is&107-11 115 7 14 135'INSIDE CORNER .. ....... 135*OUTSIDE CORNER 2 2-TRACK SHOWN of 2-TRACK SHOWN 1070TScw000GyDPWE HORIZONTAL SECTION DETAILS,CORNERS N.VENICE.a 3Q715 I., W"°y. P41}4804WO SERIES 670 ALUM.SGD-NON-IMPACT A IL R,P.E. JR 0020114 CERT OFAUM 02MO -2 ;Ts[11, 2 PGTO128 B. P.E.b 58705 ItemPGT PGT# Description Item PGT PGT It Description NOTES: # Dw .# # Dw .# 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 60 17326 617325 PANEL STILE 84-99, 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#REN T USED D AND ARE 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&AR ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 GTP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES ' 6 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3116"MASONRY 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS @ 24"MAX.O.C. 8 1 17301 617301 24RACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-112"X 1°X 3/4'HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 6153 78153X TANDEM ST.STL.ROLLER ASSY. 13 17316 617318 FRAME SILL SCREEN END ADDION(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 817305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 15 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 18 77308 617308 3-TRACK JAMB 76 71032XiFPFX #10J2 X 1°FL SS SCREW W!TYPE'F'TIP 17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT,FLUSH,1-112" 78 17358 617358 3/16&114°BEAD 19 17319 617319 SILL RISER-BOX FLUSH,1-1/2' 79 17357 617357 1"IG BEAD 20 17321 617321 SILL RISER-FLAT,LOW,2-112° 80 17359 617359 7116"BEAD/FIXED PANEL CUP 21 17318 617318 SILL RISER-BOX LOW,2-112° 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114" 63 61745 1745 LOWE INC,1/2'X 1/16"SGL.SIDE ADH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM,3-114' 100 8052 48052 ROLLER ADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX,HIGH,4- 102 1696 71698 DUST PLUG 26 17333 617333 POCKET P-HOOK 103 8186 78186X 1'KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SOKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG PRODUC f REVISED 29 17335 677335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9/16' v u,9ptpu,g x ith 16e FUM. 30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KR•INTERIOR RAISED WmH THUMB TURN,USED WITH#75 lweiim/,c+ric03 31 17378 617378 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75 EapWad-Ow�•o 32 17378 1 617378 135 FD(ED MOUNT 708 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 L, �,- ITEMS 40-53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710)34PPSOAX#10X314"PH.PN.TEK-B.S. 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67516 WSTP,.270 X.170-FIN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X 230'FINSEAL 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 1-1/2" 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1" 45 4317 612256 SCREEN TOP RAIL 116 720XIX #14-20 X 1"S.S. 46 4318 612257 SCREEN BOTTOM RAIL 117 720XI 12X #14-20 X 1-1/2'S.S. 47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER 48 666 7SRAX STANDARD ROLLER-ST.ST-. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER 718' 51 1692 87892 SCREEN SPLINE-.165' 52 1694 61694 SCREEN SPLINE-.160' 53 6151OC20 SCREEN CLOTH 54 1725 112"X 4'X 7176'SET.BLOCK,NEOPRENE 85+/S 55 1726 7'X4'X V16"SET.BLOCK,NEOPRENE BS+1-5 ;'!G5 i PARTS LIST 1070 TECHNOLOGY DRIVE o� w.mna R.VSVICE;FL 34275 n. „' `r•' l%.'-. (w1N80-100 SERIES 670 ALUM.SGD-NON-IMPACT w..n Br ai0m2c!10114 a.ma ore.: ...� A.LVNN.MILi`LE5 P.E. CER7OFAUIHS226 a SGD70 NTS 20s22 PGT0128 .B PE#58705 JR 5.069" � 8.562" 1.36" --may 1.36" � �I 0.080" 1.505" 71.872" 1.211" 1 0.081" 1.019" -1 0.062" 0.081" - O2-TRACK HEAD 10 4-TRACK SILL 0.081" SCREEN (6063-T6 AL) (6063-T6 AL) ao STILE 6,198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080" 1.045" 1.21FTTI-17--i1" ;4=w 1.505° 1 1.9Ew- 0.062" 0.081" O9 Oz (-TRACK HEAD W/SCREEN TRACK 3-TRACK SILL -I (6063-T6 AL) (6063-T6 AL) 1a (-TRACK JAMB OSCREEN (6063-T6 AL) TOP RAIL (6063-T6 AL) 2-TRACK JAMB W/ i 7.105" 6,221" 1a SCREEN TRACK 0.080" (6063-T6 AL) 1.36" 1.505" tom- 0.875" 1.211" �y 1.36" - I 1.993' 0.062" O3-T-- "0.081, ACK HEAD O 2-TRACK SILL W/SCREEN TRACK i- (6063-T6 AL) ( ) 0.081" a6 6063-T6 AL SCREEN j OBOTTOM RAIL I (6063-T6 AL) j 9.142" 0.081" 4.49" J0.080" -n-T �2 1" 1.505" 7.105' � yy PRODUC r REVISED -J" 9.141" h.Wi.gW"w C �hY W FbeNa 0.081" Oa 4-TRACK HEADO7 2-TRACK SILL Amyl-,No/!.J03 (6063-T6 AL) (6063-76 AL) iYrlMrP iC 1.516" i 1,514" 00.060" L .062" I 0.532" 0.760" 1.260" 0.060" f?,990m OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ADD-ON 12 ADD-ON 13 END ADD-ON 16 3-TRACKJAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) Ell REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS N'.56705 OR 3/16"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24°MAX.O.C. (6063-T6 AL) G(- xmseer are: newmc 1070 TECHNOLOGY DRIVE EXTRUSIONS �.-,..;,'�.,.'�•-. :.. f M VENICE,FL 34275 Tima �„/,�,� SERIES 670 ALUM.SGD-NON-IMPACT 6e � "'"* A.LYNN MILLER,P.E. °ew a CERr.oFqurR zss ® scas7o NTS 21 d 22 PGTO128 B RE.g5B705 JR OZ20/14 0.718" 0.83" 3.802" 2.304" 0.752 3.802" jI 1 0.885" � 0.574" 0.796" 7T 1.163"+I 0.062" ] 0.080" 0.062" 0.233" J 0.062" y 0.264" 0.075" 5 FRAMESCREW COVER 11 SILL zs P-HOOK 28 P-HOOK MOUNTING z9 P-HOOK SCREW 3o P-HOOK FOR BOX RISER TRACK (6063-T6 AL) ADAPTOR COVER 0.060" (6D63-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" .155" 4" J 2.30" 1.488" 1.739"0.080" 0.062" 1303" 0.830" j�5 00 0.133" 1,600 Ni " 1.870" 8" .016" 3.125" - D.0.3fT 2.41.974' 3.125" 0.062" 2.44" 31 135°CORNER 32 135D °FIXED MOUNT 60 STANDARD STILE 61 szINTERLOCK s5 INTERLOCK HEAVY DUTY STILE (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" 1.050"��1.050" � �1.050" 0.075" 0.075" 1645" 1,645" 0.062" 1.304" 289" 611.045" I 849 �045" 0.125"" 0.281" 3.25 Os7 68 O HEAVY DUTY ASTRAGAL 89 TOP/BOTTOM RAIL 79 GLAZING e0 7116"GLAZING 78 3/16"&1/4" STANDARD ASTRAGAL(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) O BEAD(I.G.) O BEAD,FIXED O GLAZING (6063-T6 AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) PRODUC r REv16F,-ftD ia 1.003" r+awas �1610` 1.03" Ampewe No !�-OSxj.&3 ou Eipksl6w 4te jee 4„ 5.621" �--�2e2e� o.7s7" o.oaa is l.a``- �,- o.oso^ �1T' 105 FIXED 0.709" 2.893" 0.133" PANEL CLIP �I 1 498" 0.133" 1.498" (6063-T6 AL) - 0.863 Fes- 0.080" 550" -�i 0 ` 4„ IU�IUI�-` FIXED PANEL 5.621" 0.709" 123 120 90°INSIDE CORNER ASTRAGAL RETAINER,7/8" '•'' ,('r': �� ` •'`<--, ;, 2.826" !`• .• , 0.080" -►IFS (6063-T6 AL) 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) 090°INSIDE/OUTSIDE (6063-T6 AL) FIXED PANEL 118 106 RETAINER,9/16" CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) Rew4 By. Petw' Rcrkbic• _ f9 `•' �� ;•/,.; 1070TECHNOLOOYDRIVE EXTRUSIONS �!,r.;;-.;a�:••'.r.`��. . N.VOWS,FL 94275 7°w49p b, RevRbu' /801}480.1600 SERIES 670 ALUM.SGD-NON-IMPACT A.LYNN MILLER,P.E. CERT.OFAU7H.#28286 ® SOf}670 NTS 22 °�22 PGTO128 B P.E.#58705 JR 01!X)/14