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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 RECEITED 0`- 0 3 QO1 1�.e!" 3Yrr`" G�a dN" s'',. BCIS Home Log In User Registration Hot TOPIC Submit Surcharge Stats&Facts "s Publications j FBC Staff BCIS Site Map Links j Search xd Product Approval ' ,�- '�USER:Public User Product Approval M<nu>Product or AOnilcation Search>AnOlication L.Is. etail `z ria ? j Application Type Code Version Froved _ Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archivedi Product Manufacturer PGT Industries Address/Phone/Email 1070 Technol " e 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 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=wGEVXQwtDgsEt2PTand5bm... 9/26/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# IlModel,Number or Name Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: es FL7 t__278 tr__ a 16-0629.03.pIf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA) or FL7.51 R28 II 16-0629.03.odf product performance information,anchorage details,and anchor type, erified By:Miami-Dade BCCO- size,and spacing information. Crea r 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 t6-0629.04.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:No 03/24/2020 i Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 P28 H 16-0629.04.1)df` i product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER i size,and spacing information. Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: i 251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate I Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.05.odf ; Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 Il 16-0629.05.udT 4 product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 4 { 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.odf 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 I1 16-0629.06.odf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER s size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 ISGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 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 II 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 SGD-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.ndl Approved for use outside HVHZ:Yes Quality.Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 I Design Pressure:N/A Installation Instructions i 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: i 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 INCA)for FL251 R28 i1 16-0629.10.0f 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.edf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsEt2PTand5bm... 9/26/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FL251 R28 II 15-0612.06 LM.gdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: 1251.10 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.rd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i 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 11 15-0612.07 SM.odf j product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER ! size,and spacing information. Created by Independent Third Party: I Evaluation Reports f ' f Created by Independent Third Party: 1251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door j Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1.2.51. RZ8 C CAC 15-121.0.0?. df _...._...__......_—._._.—n__.._..---,--......_.._ Approved far 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(NCA)for FI..25t 28 IT,__1,5_12.1Q)2..pAf _.........._....... .. 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 E Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Ft.2.51. R28 C CAC 15-121.0.01.odf 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 15-1210.01.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: M RE Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: CA FWA rhsi 0 Grath'Cara http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 9/26/2016 M IAM I-DADE 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 degsaailaed herein,and has been designed to comply with the Florida Building Code, including the High VLnes"SGD-670" urricane o DESCRIPTION: S Al inum Sliding Glass Doors w/90°& 135°corners-NI APPROVAL DOCmg No.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 Miami- my Product Control Section. MISSILE IMPACT RAT G:None:A roved 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 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. A NoMIAMFDADE COUNTY =April 629.0 ..., , xpiratio=Date: ,2020 gg1,i,�1� Page 1 �tl PGT Industries,Inc. 1 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-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#15-0430.08). 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 ASTMS-1300-02,-04 & -09. Lk F � 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(5th 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 (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 I.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 Min INCLUDING POCKETS & 900/1350 CORNERS Member Distance- Embedment GENERAL NOTES Concrete(min.2.85 kel) ad/SIIVJamb t 1313 1 GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. t t/4 Elco Ultracon Ungrouted CMU,(ASTM G90) Jamb only 2-1/2• 1-1/4 Grouted CMU ASTM C30,min.2 ksi rout Jamb onl 2-1/2' 13/ 2)DESIGN PRESSURES: Concrete(m n. sI Headlstll/Jamb A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 1/4'Elco 410 S.S. Ungrouted CMU,(ASTM G90) Jamb only 2-1/2^ 1-114 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. GeteFlex P.T.Southern Pine SG=0.55 Head/Slll/Jamb 1" 1.395• 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114'Elco ultrecon PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungmuted CMU(ASTM C so) Jamb only t' 1-1/4• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southern Pine(SG=0.55) Head/Sill/Jamb 9/16" 13/8• S.S. or4 BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #12, 3 SMS, Aluminum,6083-T5• Head/Sill/Jamb ala• 0.083• 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 11 threads/in) steel,A36 Head/SIIV50' Jamb 318' o.o 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH 3 (min. Steel Stud,A653 3.Gr,75 33• Head/Sill/Jamb 3162 01-318' NARROW JOINT SEALANT. gmuteConcrete(min.3.275 ksi) Head/b only mb 1-1/2' 13/6• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 1/4'Elco 16 8 S.S. CMU(A CMU,(ASTM.2 ks Jamb only 2" 1-t/4• WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. A99re�tor Grouted,T.S(ASTM Gso,min.2 ksi grout) Jamb only 2• 2' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southem Pine SG=0.55) Head6Slll/Jamb 1' 1368" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southern Pine(SG=O.ss) HeedlSlll/Jamb 318' 1363' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT E_ #12,steel SMS G5, Aluminum,sos3 T5' HeadlSIIVJamb 3/8• 0.053" (min.11 threads/1n) Steel,A36' Head1SIlVJamb 318' 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.331 Head sIII/Jamb 318" 0.0451' TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,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 ?R0oUCTRrVW0 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 b""*w6►dre Fwft 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 A _ TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 E>p' UHOtao3 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. �o CROSS SECTIONS............18,19 PARTS LIST.......................20 EXTRUSIONS....................21.22 TABLE B,SEE DETAILS ON SHEETS 4&5: ARDS USED: Glass Description(Listed from Emdor to Interior) E FBC 5TH EDITIO Type •ASTM E1300-09 G1 S :ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL,ADM-2010 A 1/4'TEMPERED GLASS •AISIS100-07152-2010 .,';.'\pt.I, 6'TEMPERED GLASS+518"AIRSPACE+3116'TEMPERED GLASS G2A 1'I.G.:114"TEMPERED GLASS+1/21 AIRSPACE+1/4'TEMPERED GLASS , DESIGN PRESSURE RATING IMPACT RATING _ SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE - /•/°5g7gg :k SHEETS 6,7&8 IMPACT RESISTANCE -b 56;.Tg;16 w11V.. ark '.✓rets: JR 05105/16 B ADDED SPACERS TO SHEET 5. 10707EctlNowayoRnm GENERAL NOTES AND MAPC'riDl'., ors N.YENIC<;FL 94275 1Ar r.,f_IP•..;..•'t�(�•,'. a,kSERIFS 670 ALUM.SGD-NON-IMPACT (a11WO-1600 thk C�ud.>Ia hte s.r ne,st e — a,.ro- I A,LYNN MILLER,P.E. —JR11" 0220714 CERT.OFAUM to M ® SGD-670 NTS1 -22 PGTO128 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 W IDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 Aw 1Ac 3 PER TABLES 1-3 t 13 CAN BE OXXXp. _ ___ t s\r i - 'r---, 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 is I OF ANY 2 STRAIGHT CONFIGURATIONS. U1, oMAX.UNIT MAX.UNIT PER TABLES I-3 19 t t4 y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT HEIGHT is 7 1 i w w I w w I x :X"=OPERABLE PANEL, PER TABLES 1-3 x "O'=INOPERABLE PANEL, a W` a W V=POCKET POCKETI „ POCKET I y DETAIL LETTER _1\ _1\f___� 1v'=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL ® "c"=CONCRETE INSTALLATION CONFIGURATIONS 1 ,3 CONFIGUR c SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH A w c 1-3 (TABLES EL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 13 1 13 BLES WIDTH 2 13 1w 13 12 13 EL HEIGHT=DOOR UNIT HEIGHT-1.866" -J\r--- I Gc 19 J J �Tv'w1es t 19 is 1 loiro MAX.UNIT t t3 t4 14 HE I j a n ►RoDUcrBEvwED HEIGHT 19 i13 19 19 I ti� am p171ot withthetkAk PER TABLES 1-3 / / I x w Aa ei 6d� 1-3 / I$ u AKepls+t IN I o�Es,inir D.rc-- '2uPOCKET � vi 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 13 1 13 12 13 13 MAX.UNIT WIDTH MAX.UNIT WIDTH A NOM.PANEL WIDTH t A. w 3 12 13 N PERTABLE31-3 1 PER TABLES 1-3 e 1 13 rjwN Jc I 1 1 1 13 19 79 1 1 ¢ rY CL2�i- 62 is 9 ffi MAXUNIT 19 z 1 SEE 2, M SMAX. NOTE ' t iHEIGHT s s s is PER zrl PER TABLES 1-3 / / / / / I qa w TABLES 1-3 O SHEET.of i POCKET I y L EXTERIOR 1 13 ��t�`V• / 5-PANEL CONFIGURATIONS 3 tz !§ 3 CORNER,TYP. 1w F Fc (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) J3 •• 6 C� newer• am .: o�Om ^;h,,• S?a'vF l,(r,' _ 1070TECHNOLOGYDRIVE EXAMPLE CONFIGURATIONS �.•"� -'t.o�l-s.,•. ;;.>>; i N.VENICE,FL 30275 ra ':i`''.'�Y I i••:'•''�fh`.', (941}080.1500 SERIES 670 ALUM.SGD-41ON-IMPACT —Byoero: � wm: s .t — — O0 -- R°" A.LYNN.,ILLER,P.E. I JR 07/20/14 CERT.OFAUTH.#29298 ® SGD•670 NTS 2 e 22 PG T0128 B P.E.#58705 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 ," 3 1 13 C EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION –T --- CAN BE OXXXp. 1 13 t 19 19914 1 i2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 ,° 19 1 t9 19 1OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT i HEIGHT, 1 1s 19 1s 1s / 1-n 96"OR 120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. a w "X"=OPERABLE PANEL, f POCKET i y "0"=INOPERABLE PANEL, "P"=POCKET 6-PANEL CONFIGURATIONS — 1 13 12 13 13 f7—DETAIL LETTER MAX.UNIT WIDTH WOOD OR METAL INSTALLATION J "c"=CONCRETE INSTALLATION NOM.PANEL WIDTHw AC cc L—SHEET NUMBER 1 13 12 1 12 13 PER TABLES 1-3 Jw Jc I DLO WIDTH=NOM.PANEL WIDTH-7" _ 1 13 9 9 9 19 a 1a 14 j DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ,j 19 19 1s 1s 1s s , K41 9N c i o°�o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" MAX.UNIT Z a HE 13 19 1s 1s 19 / z w w PRODUf-TREVISED PER TABLES 1-3 / .e cmaphi�,."itr tee Fl.ri& 03, POCKET � h F.:,uccrRir,D+le y '1 I'Zn 7-PANEL CONFIGURATIONS tz 13 i 13 J'w �° krqw.,t c MAX.UNIT WIDTH NOM.PANEL WIDTH 3 12 1 c 1 13 PER TABLES 1-3 G 13 1 9 4 14 1w 13 19 19 19 19 19 19 19 1 1 iWOq MAX.UNIT a h HEIGHT 1 13 9 t9 PER TABLES 1-3 / 11 -- POCKET 8-PANEL CONFIGURATIONS , 13 , s , 13 u � newer. Dart www. m"roenrc `TA E V e. .: 1070 TECHNOLOGY DRIVE EXAMPLE CONFIGURATIONS :; Via,.•.Fcce�o!',•;�;,: N.VENICE,FL 31275 gym; l9atye60-1600 SERIES 670 ALUM.SGD-NON-IMPACT ; , I r eas.aaeoae "�., s,oe 0rwlrp ea A01T A..LYNN�MILLER,P.E. rnven eF om cnea"a ire: CERT.OFAUTH.829296 G SGD-670 NTS 3 e22 PGT0126 B P.E.#58705 JR 02120114 GLAZING DETAILS (G1 &G1A) 3/16"T GLASS llqlr 74 EXTERIOR 82 a � 3/4"NOM. GLASS 78 BITE EXTERIOR 54 3/16"TEMPERED GLASS,TYPE G1 /RUDUC 1'itlwisED M CN#MN wi.%the FI"rhf. "Wi.a Fide ACCCpu NuJ, -o6Z .a3 Eery'�Yr dt:��j �'(Mr lothtt C..ld 1/4"T GLASS 74 EXTERIOR 82 a 3/4"NOM. GLASS BITE 76 54 :r 1/4"TEMPERED GLASS,TYPE GIA "':•Ir,l Y ' 1•�..�ti7JJ ' GLAZING NOTES: "T"=TEMPERED - rsmnaer dm: R,wana °�'P°°+' �+.),�•. ..i:\:c G /4 'fi: '. ' pawamn.: 1070TECHNOLOOYDRNE GLAZING DETAILS N.VENICE FL 34275 im. •,S',O„' � �: /�„y, 16� SERIES 670 ALUM.SGD-NON-IMPACT ;:.. a" - w. A.LYNN MILLER,P.E. SJR 02Q0/14 �� o.rc CERT.OFAUTH.N2819B ® SGD�70 NTS 4 m 22 PGT0128 B P.E.#58705 GLAZING DETAILS(G2& G2A) SILICONE HOT-MELT BUTYL STRUCTURAL 1"NOM, SILICONE STRUCTURAL ,-1/4"NOMFOAM 3/16'NOM. _ POLYISOBUTYLEN . WITH l 3116"T GLASS WITH DESICCANT DESICCANT i 5/8"AIR SPACE EXT.GLASS EXT.GLASS 3/16"T GLASS--\ rLA EXTERIOR INT.GLASS INT.GLASS1�3 83 . . jAG 24 KODISPACE 25 SUPER 4SG TPS SPACER NXT7" 55 ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA V I.G.GLASS,TYPE G2 BUTYLENE- 5/16`NOMI SEAL /-5116°NOM. BUTVLB SILICONE SEAL DESICCANT ROLL•FORMED PRODUC Ir REV=D FOAM \ STAINLESS STEEL p� P(�y11�►1pt0eF7m16c EXT.GLASS i A&AIANo— -OLz�J•O3 1"NOM. EXT.GLASS / Eh Utlt1 T 20 y.S- ' 1/4"T GLASS N(txt+ P1a0aefC6elyd I INT.GLASS INT.GLASS 1/2"AIR SPACE 114"T GLASS 128 DURASEAL© 27 XL EDGE'"° U314- SPACER SPACER EXTERIOR ` Part# Description Material124 Kommeding 4SG TPS Spacer System See this 125 Quanex Super Spacer nXi with Hct126 Quanex DurasealSheet for Materials 127 Cardinal XL Edge Spacer REFERENCE TEST REPO RTS:FTL-8717,896888970 V I.G.GLASS,TYPE 132A "p . yc,5870 GLAZING NOTES: f "T"=TEMPERED .Gc.G g f6 JRA 05/05/16 6 ADDED SPACERS. %a`. 5:^� D .' fb11" M�Q--I ,O7�1� GLAZING DETAILS G.; FLORA°"• w SERIES 670 ALUM.SGD-NON-IMPACT '' 1 _ Alt gi0 °iYO N° �^' A�LVNNMIL'4'E�R,P,E. JRA 0220/14 u.� CERT.OFAU7N.IXR8IHB a SGO-870 NTS 5 d 22 PGTO128 B P.E.#58705 I S TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height t0 Max.(+)DP For comer astragal anchorage on 90"or 135°comer units,see sheet 11 (Water Infiltration Rating) Door unit Height 4Fa er Height Table applies to all Glass types eM OH LENGTH the StiWAstragal types shown below. ecr 9T 96' (+)Design 69-7/9'OLO 73-7/8'DLO 79-7/8"DLO O Box,see Pressure,psf = Positive DP may be limited by Anchor Group Anchor Group Anchor Group Anchor Groupet l7) Or Table IA. t 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 -1-1/2" see note 3 OH RATIO=OH LENGTH w OH HEIGHT x 0O OH RATIO 2 1 [b'nPressura +90.0/-027.1 +90,0/-l20 +90.0/-110.6 +90.0/-1029 +46.67 = 17" Head/Sill C4+1 G4N C4+1 G4+1 C4+1 C4.1 C4+1 C4N C4+1 CAN C4+1 C4+1 C4+i C4+1 C4+1 CANm-3.1/4' +60.0 O 24' DLO ,lamb 8 8 8 a 6 e 8 8 8 8 11 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7*8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 - + 'D Design Pressure •90.0/-106.3 +90.0/-100.2 +90.0/-92.2 +85.3/-85.3 SEE NOTES 1-3 SEE NOTE 3 23" Head/Sill C4+1 C4*1 C4+1 CAN C4+1 C4*1 C4*t C4*1 C4N 04+1 C4*1 C4+i C4N C4*1 C4+1 CA*1 DLO Jamb 8 8 8 8 8 8 B e 8 8 e 8 e e 8 8 P-hook 6+7 a+7 6+7 6+7 T+B 7*e 7+a 7+e 7+B 7+s 7+8 7+a NOTES: Des'nPrassura +90.0/-92.9 +87.3/-8T3 +80.0/-80 +73.8/-73.6 29- Head/Sill G4+1 C4+1 I C4+2 04+2 C4+11 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cl 1 C4+1 C4N G4+1 C4+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. 36 DLO Jamb a e a e B B 8 6 6 8 B B 8 B P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 7+8 7+8 7•e +a 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING Des nPrassuia +83.7/-837 +78.4/-78.4 +71.6/-71.6 B THE 3-1/4"SILL,POSITIVE WATER OP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, 35' Head/Sill C4+2 G4+2 G4+2 CC4+1 a+t C4+2 G4 4+2 C4+2 C1+2 C4+2 04+2 C4+1 C4+t Ct+2 G4+2 +2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 'a 42" D.0 Jamb e 8 1 8 1 8 8 88 B 8 8 8 8 8 8 B B P-hook 8+7 6+7 a*7 8+7 7*8 7+8 7*8 7+B 7+B 7+8 7*8 7+8 7+8 7+8 7+B 7+8 lA. �E Design Pressure +77.1/-77.1 +720/-72 +65.5/55.5 +60.0/L0 41" Head/Sal C4+2 Gt+2 C4+2 G4+2 G4+2 G4+2 C4+2 G4+2 G4+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 48" OLO Jamb 8 a 8 B B B B e B 6 8 B B B B 8 THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT P-hook 6+7 6+7 6+7 6+7 7+e 7+a 7+e 7*B T*a 7.8 T+a 7*B 7+B 7+8 7+e 7+e REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN Design Prossure +725/-725 +67.4/-67.4 +61.0/51 +54.7/54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA M„ 47" HeadlSill G4+2 G+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2!47+2124+214+2 G4+2 G4+2 C4+2 C4+2 G4+2BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER DLO I Jamb e I B I e I B e. B 1 8 1 6 8 B B 8 8 it B 1 8 1 8 INFILTRATION. P-hook 6+7 8*7 B+7 6+7 7+8 7+B 7+B 7+B 7+0 7+B 7+8 7+8 7+8 7+B 7*8 7+8 Des'nPressura +69.1/59.1 +64.0/-6/ +57.6/57.6 +50.6/50.6 53" Head/Sill C4+2 G4+2 Gt+3 C4+3 G4+2 G4+2 C4+3 C4+3 C4+2 C4+2 C4+2 C4*2 C4+2 G7*2 C4*2 CA+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT so" DLO Jamb B s B B 8 B a B 8 e B a e B B B INFORMATION. P-hook 6+7 6+7 6+7 6+T 7+8 1+8 7+8 7+8 7+8 7+8 7+1 7.8 T+9 7+8 7+8 1+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DLO WIDTH=NOM.PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" P ODucr REVISED -plying milk rtu Flerlda y C THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 1 B&19 FOR ASSEMBLY DETAILS. AcF. .oS E.pkrtia.6m Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ ` Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal 6--(�(`� Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-dutyStile Heavy-dutyStile Heavy-duty Stile �Ar ^bve4coauvf Standard Astragal OutsideCorner � Outside inside Corner Inside Inside Cor Corner Outside Corner de Corner ;,�.�,-r.. '.+'i'Jr`J,11/�(�.:;•, Par[#60(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) \G ,,I�`•.• .,,, Part#60(x2) Part#60 Part#60 part#67(Astragal) Part#60 part#11g(Corner part#120(In.) Parts#31&#32 Part#61 Receiver) (Com.&Fxd Mount) 16 ido.;g7a. 1070TECHNOLOGYDRW[�T- DPANDANCHORAGE Rnwe N.VENICE FL 34275me •�, ••. .. i940 4aa1s00 SERIES 670 ALUM.SGD-NON-IMPACT mar a.aar lri •:"_.%' e.rwat s� 3'-- Q1-v- a^' A.LYNN MILER,P.E. n JR 11212W14 a.ma �: CERT.OFAUTH.Ap M 3GD4i70 NTS 6 d22 PG 70128 B P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(for all approved conlleurations on Sheets 2&3) SII/Height to Max.(+)DP For comer astragal anchorage on 90•w 135•comer un@s,see sheet 11 Dow Unit Hei H (Water Infiltration Rating) Table applies to 00 Glass types and �- By. 80. g8^ 1oz• tog' 114- 120- Sill Riser Height the Stlle/Astragal types sho 88-7/8'DLO 73-718'DLO 79-7/6'DLO B6- DLO 91-7 DLO 97-7/8'DLO 103-7/8-DLO 109-7/8'DLO (+)Design below.P.M.(+)DP mey be (Flat or Box,see IimitedM Tabie 2A. nc Group Anc rGreup c rOmup Anctwr Gmup Anc r rou mberGrwgt nc orGmup Anchor Oroup Sheet 17 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 1 2 3 4 1 2 3 4 ) Desi nPressure +90.0/-140A +90.0/-133.0 +90.0/-112.0 +90.0/-114.0 +90.0/-106.0 +90.0/-99.0 +90.0/-93.0 +88.0/-88.0 Flush-l-1/2" see note3 24• 1T Head19111 C4+1 C4+1 C4.1 C4+1 C4+1 C4+-1 C4.1 CAH C4.1104+1104+1104,1 CAH C4+1 C4+1 C4H C4H C4.1 C441 C4+1 C4H C4+1 0441 C4+1 C4+1 C441 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 LOW-2-1/2' +46.67 DLO Jamb 6 8 8 8 8 8 B B g 8 B B B 8 B 10 10 10 10 10 10 10 10 10 t0 10 16 10 10 10 10 P-0ook 6+7 7+g 7+8 7+8 7+5 T+8 7+8 7+8 7+8 7*8 7+8 7+8 7+8 F.I. 7+5 7+8 8+9 B+9 8+8 8+9 8+9 8+9 8+9 8+9 9410 9+10 9+1D 9+10 9+10 9+10 9,10 9+10 Medium-3-1/4° +60.0 Design Pressure +90.0/-141.8 +90.0/-133.6 +90.0/-1229 +90.0/-013.8 .90.0/-105.9 +90.0/-99.1 +90.0/-93.1 +B7.B/478 High-4" �, 23' Mead1510 C5+1 C5+1 CS+2 Ce+2 C5+1 C5+1 C5+2 Cs+2 C5+1 C5,1 CS«7 C5+1 CSH C541 CSH C$+1 C541 CSH C541 C6+1 CS41 CS+1 CS+1 c5+1 CSH C5+1 CS+1 CS+1 CSH C5H C5+1 C541 SEE NOTES 1-3 DLO Jamb e e 1D 8� a 9 10 B 8 B 10 8 B 8 10 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P4-k 7.8 8+9 B+9 8+9 7+e 8+9 8+9 8+9 7+8 8+9 8+9 8+9 7+8 6+9 8+9 8.9 8+9 e«9 8+9 8.9 8+9 8.9 8+9 8+9 9+10 8+10 9+10 9+111 9.10 9+10 9410 B41D Design Pressure +90.0/-123.8 +90.0/-116.4 +9a0/-106.7 +90.0/-98.5 +90.0/-91.4 .85.3/-85.3 +80.0/-80.0 +753/-75.3 38, 29' Head/519 C5+2 C5+2 C5+2 C5+2 C5+2 C5,2 C5+2 C5+2 C5+2 C5.2 C5+2 C5+2 C5+1 CSH 122!212S+2 C5+1 C5.1 C5.2 CS+2 CSH CSH C5+1 C5+1 C541 C5.1 C5+1 C5+1 CSH C5+1 C5.1 C5+1 DLO Jamb 8 8 10 B 8 8 10 e B 8 10 B e g 10 B 10 10 t0 10 10 10 10. 10 10 t0 10 10 10 10 10 10 p4wok 7+8 8+9 8+9 8+9 7+8 8+9 B+9 8+9 7+68+9 1 1 8+9 B+9 8+9 8+9 9410 9+10 19410 9+1 9+10 1 9+10 9+10 9+10 Design Pressure +90.0/-111.6 +90.0/-104.5 +90.0/-95.4 +87.8/-87.8 +81.3/-81.3 +75.7/-75.7 +70.8/-70.8 +666/-66.5 yy 35' WM dSi9 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5.2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+1 C541 C5+2 C5+2 C5H CSH C6+2 C6+2 a 4r DLO Jamb 8 a 10 B 8 8 10 B 8 8 10 e 8 8 1D B 10 10 10 10 10 1a 10 10 10 10 10 10 10 10 10 10 P-h.k 7+8 6+9 8+9 B+9 7+8 B,B 8+9 8+9 7+e g+9 B+B 8+9 7+8 8+9 g+9 6+9 6+B e+B B+9 0+9 5.9 51 B+9 8.g 9+10 9+10 9+10 9410 9+1019+1019+1019+10 Design Pressure +90.0/-102.9 +9a0/-96.0 +87.3/-87.3 +80.0/-80.0 +73.B/-73.0 +68.6/48.6 +64.0/-64.0 +60.0/-60.0 48' 41' Head/Si0 CS+2 C5+2 C5+3 C5+3 C5,2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS«2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5.2 C5.2 C5+2 C5+2 DLO WIDTH= DLO Jamb g 8 10 B 8 8 f0 6 B 8 10 B B 8 10 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 PJnok 7+B 9+9 8+9 B+9 7+5 B+9 8+9 8+9 7+8 8+9 8+9 B.9 7+8 8+9 8+9 8+9 B+9 8+9 8+9 8,9 8+9 8+9 8*9 8+9 9+10191+1019+1019+10 9410 9+10 9«10 9410 NOM.PANEL WIDTH Design Design Pressure +83.0/43.0 +77.2/-T7.2 +69.8/59.0 +63.8/-63.8 54- 4T Head/sill C4+2 C4+2 C5,3 CS«3 C4+2 C4+2 C5+2 C5+2 c4+2 C4+2 CSr2 Cs+2 C4+2 C4.2 C5+2 C5.2 DLO HEIGHT= DLO . B . B B e e B e e a s e 8 B g e DOOR UNIT HEIGHT-10.125" P4ack 6+7 7+8 7+e 7+8 7+5 7+8 7+e 7+e 7+6 7+8 7+8 7+6 7+8 7.5 7+8 7+8 Not available In these sizes Design Pressure +79.2/-79.2 +73.3/-73.31 66.0/56.0 +60.0/ .0 �• 53• HeadIS10 C4+3 C4.3 C5+3 C5+3 C4+3 C4+3 C5+3 CS+3 C4+2 G+2 C5+3 CS+3 C4+2 C4+2 C5+ C5+2 PANEL HEIGHT= DLC Jamb e e e e e e 6 8 e 8 g e e e a 8 DOOR UNIT HEIGHT-1.866" P-haak 8+7 AB 7+8 7+B 7+5 7+8 7.8 7+B 7+8 7+8 7+g 7+B 7+8 7+8 7+8 7+8 O= EXAMPLE ON SHEET rRoovcraevJssD as arspl3{ng with the F(arid, 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. wrSagCode Straight Astragal Lockstile @ 90*AstragalLockstile @ 135'Astragal Lockstile @ Acceplwcr No/L-OG2 .G3 Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90•Astragal Assembly 135•Astragal ¢,pkwd.Date 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 side '-�C- I I �'� +e1CrNed Standard Astragal Outside CornerInside Outside Corner Corner "'� ems.�U inside de a. Ins ideComer'I I Corner Outside Corner Part#61(Stile) Part#61(Stile) Part 0119(Out.) Part#61(Stile) Part#61(x2) Part#61 Part#61 part#67(Astragal) Part#61 Part#118(Corner Part 4120(In.) Parts#31&#32 Part#61 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 PRES.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 IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR w pl ( ) = o OH RATIO z 1 WATER INFILTRATION. O _ No.Sr765 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO=OH LENGTH _ ,µ;ao 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3 RnMOy arm RevYtrm y'yb1P e;A•i� '/J' 1070MCHNOLOGYDRAIE DPANDANCHORAGE <;.; .''r,r,rice•-.• ,_P;r N.VEMCE FL 347/5 iee .`''';.,.,',_,• ^`,ti rrsrkkne SERIES 670 ALUM.SGD-NON-IMPACT (B41y�Bo-16Do .,r;!rl;i1,1.• - ewe AenwN' A.LYNN MILLER,P.E. pr w. u.s: rn.om19 ar: CER'T.oPAU7H.Y1B2BB ® sGD4m NTS 7 ar 22 PGTO128 B P.E.#58705 JR OZ20/14 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 Table applies to all Glass types and BO° 64" 90" 96" (+)Design OH LENGTH the Stile/Astragal types shown (Flat or Box,see F 69-7/8"DLO 73.715"DLO 79-7/8"DLO BS-7/8'DLO Pressure,pst = below. iced by(+)le may be Sheet 17) Anchor Type AnchorType Anchor Type Anchor Type � � limited by Teale 3A. Flush-1-112" see note 3 W 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 = O OH RATIO 2 1 Design Pressure + . - + - + - + - Low-2-1/2" +48.67 x O 24' 17' Hei dd SBl C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4" +60.0 O DLO Jamb B 8 a 8 8 8 8 8 8 8 8 B 8 8 8 8 High-4' +90.0 P-hook 6+7 7+8 7+8 7+e 7+e 7+B 7+8 7+8 7+8 7+8 7+e 7+8 7+B 7+8 7+8 7+8 SEE NOTES 1-3 Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-138.2 +90.0/-128 3(r 23' HeedlSlll C5+2 1 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 C6+2 C6+2 C5+1 C5+1 C8+2 C6+2 OH LENGTH DLO Jamb 8 8 10 8 a 81 10 1 8 B 1 B 1 1L ;8 8 8 10 8 OH RATIO=OH HEIGHT P-hook 8+9 9+1D 9+10 9+10 8+9 9+10 19+1019+10 8+9 9+10 9;, e, 8+9 9+10 9+10 9+10 NOTES: Design Pressure 1 +90.0/-139.4 +90.0/-190.9 +90.0/420 +90.0/-110.8 29° Head/Sill C5+2 C5+2 C6+2 06+2 C5+2 C5+2 22+2106+2 C5+2 C5+2 C6+2 C6+2 Ct2 C5+2 Ca+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 16 8 B 8 10 8 8 8 10 8 P-hook 8+9 9+10 9+10 9«10 8+B 9+10 9+10 9+10 8+9 18+1019+1019+10 a+a 19+1019+1019+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN Design Pressure +90.0/-125.5 +90,01-117.6 +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" a 42 35' He" C5+2 C5+2 C6+2 C8+2 C5+2 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 CB+2 C5+2 C5+2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). DLO Jamb B 8 10 B 8 8 1 10 8 B 8 10 8 8 1 B 10 8 SEE TABLE 3A. _ P-hook 8+9 9+10 9+10 9+10 8+9 8+10 9+10 9+10 8+9 9+10 9+10 9+10 B+B 9*10 9+10 9+10 c Design Pressure +90.01-115.7 +90.01-108 +90.01-9&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 C6+3 C5+2 C5+2 C8+3 C6+3 C5+2 C5+2 C8+2 C6+2 C5+2 C5+2 C6+2 C6+2 WHEREAS THE 1-1/2"SILL ISNOT AND MUST ONLY BE USED WHERE WATER 48' DLO Jamb B 8 10 8 8 B 10 B 8 8 10 9 B 8 10 8 PHmb 8+e 9+to 810 9+10 8+919+1019+1019+101088+9 8+10 910 9+10 a+s 19+101 a10 9+10 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +831-83 +77.21-77.2 +69.81-69.9 +62.6152.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT 47' Head/SIII C4+2 1 C4+2 I C5+3 I C5+3 G4+2 1 C4+2 C5+2 C5+2 Gi+2 C4+2 C5+2 C5+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DLO Jamb 8 8 8 8 8 8 8 8 B 8 8 88 1 8 1 8 1 8 P4=k 6+7 1 7+8 1 7+8 1 7+8 7+8 7+8 7+B 7*8 7+8 1 7+8 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 Design Pressure +79,21-79.2 +73.31-73.3 +66/56 +58/58 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND 53• HeatSill C4+3 C4+3 C5+3 C5+3 C4+3 C4+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 9 1 8 1 B 1 8 8 B B 8 B 8 8 B 8 8 8 8 P-hook 6+7 7+a 7+e 7+8 7+e 7+e 7+8 7+8 7+e 7+B 7+9 7+B 7+e 7+s 7+8 7*a 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. CIr DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ft-plyk REVISED v 71we wNr r4 Fto,y6 ' 1w�dias fide PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' Acn'W.ace No /G-p zq,G3 E.pi ft,_o.r.��y� 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. n , Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ �y,rr Ryy, rrl Conlrot. Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Comer Outside Inside Corner Corner ... Insides '•�.;;`:r;., Corner Outside inside Corner Corner Part#61(Stile) Part P61(Stile) - Part 461(Stile) Part#119(Out(Corner 5,y�n; Part#61(x2) Part#61 Part#61 Part 668(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31&#32 Part#61 - Receiver) (Corn.&Fxd Mount)I a or 1070 TECHNOLOGY DRIVE DPANDANCHORAGE '`�°PI'�'' ' �' N.VENICE,FL 3+276 isr �r•''�/tel ro11N80.100RIF SERIES 670 ALUM.SGD-NON-IMPACT �"' A.LYNN MILLER,P.E. e JR�4 a�B CEW..OFAU7H T292B8 SGD870 NTaS' 8 m 22 PGT0f2B B P.E.#58705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"CS"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10SEE"C5"CLUSTER D S, FOR ASTRAGAL SPLICE REQUIRED @ (PERPENDICULAR TO DETAILS,SHEET 10 FORREQUIRES"C6" SHEET 10 FOR INTERLOCI NOTE, EXTERIOR PLANE)SEE TABLE 2, EET 7 INTERLOCK "MAX.O.C. POCKETS CLUSTER,SEE THIS A 60"NOM. DETAILS,SHEET 11 x x SHEET SEE POCKET (8)P OOK -------- _ x PANEL WIDTH x x , x JAMB M DANTiNGPTER s°MAX. x x x x x x x x x x /x xx x x xx x x x x, 6'MAX. INSTALLATION, x f THIS SHEET ANCHO S MIDWAY 1 3"MAX. x x x� Of SHEET 14 BETW N P-HOOK ®' I 4 IRS OF 1;• ANC ORS&AT 3" o x=FRAME x x A ORS 1 FROM TOP& rc ®i I I � �p ANCHORS 96" (T T L8 BOTTOM o 14" I�I o UNIT 21"MAX. ANC RS) `> MAX.O.C.' HEIGHT O.C. PER J MB 4.051" 8'MAX.TO OPENING o o ®I 14'MAX.O.C. 0 o=P-HOOK EDGE OF POCKET SEE w 4 I 0 ANCHORS x x� (SEE AMB I STALLATION I o W ®I Z DET L DET LS'Jc'8'Kc', ims ®i 1C� �o=p-HOOK BE W) END PANEL SHE 14&PART 3 i i MOUNTING ANCHORAGE DET LS'J'&'K', i m 1 j j °. r 3•MAX. ADAPTER x x 24"MAX. (2 ANCHORS) SHE 19 FOR i°a �F®1 I i ANCHORS X L ____6'MAX. x---��� O.C. "+2° AN HORS x x x - x x xx xxx x' '✓ END PANEL ANCHORAGE END PANEL x' �✓ x x 6'MAX. ANCHORAGE(SEE ANCHORAGE x' x xx x x' �.+2. "+ SKETCH BELOW) eV (SEE S TCH BELOW) .+2' �'+2• •+2" ANCHORAGE it— CENTERLINE "MAX.,TYP' ANCHORAGE ANCHORAGE ANCHORAGE NCHORAGE OF PANEL 1 24"MAX. EXAMPLE:5-PANEL,2 TRACK,90° IDE CORNER- XX(XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP ONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 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 i 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" � OCCURS AT THE P-HOOK. NOM. •j INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANELSEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. I WIDTHDETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. 1 FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLYPI"C •e 5.64" .n g with the Fmdd, • /—"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR b•xlmgCkw Acceptaece No �6Z •Oj CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT E,•v th.t` 3.5" «,moo° 6"MAX. 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 2-TRACK 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 +2"ANCHORAGE i IRES SEE"C5"CLUSTER END PANEL REQU CENTERLINE CENTERLINE 61,CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE ` • I DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) g^ INTERLOCK ASTRAGAL i4.051" I_ 3.5" I MAX. •,tGE.i; EXTERIOR CENTERLINE •+2"ANCHORAGE CENTERLINE ^+2'ANCHORAGE CENTERLINE OF PANEL 3 OF PANEL 4 OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS - rta•mer osm: �; o.enM,e a I:' c r.,,c ,:,s,.. 1070TECH ` NOLOOYDRIVE ANCHORAGE SPACING&EXAMPLEPLANS `.`::rae?•.. N.VENICE FL 94275 m :.'�, Br. - . 1 �,a,. �,m, 941}480.1600 SERIES 670 ALUM.SGD-NON-IMPACT oe0e en.ma rota ✓;^� �^ s"'°c eniinx" a"' A.LYNN MILLER,P.E. JR 07110/14 CERT.OFAGTR.#29298 ® SGD 670 NTS 9 122 PGTO128 B P.E.0 56705 I ASTRAGAL OR SPLICE LOCATI ASTRAGAL OR I (FO PLICE ASTRAGAL OR SPLICE L CATION 6 G 2.04' INTERLOCK-4—IF NEEDED INTERLOCK—, CONDI N,USE INTERLOCK�SIF NEEDE 2.04' CENTERLINE I CENTERLINE "C6"CLUS R DETAI CENTERLINE 1.75 EXT RIOR 6°D G. 3.5" 7„ 7„ 1.75" 3.5" 21" 4"DIAL. 4"DIAL. MAX. EXTERIOR 2. 2. I MAX. 5.64" EXTERIOR 3'5� 7• EXTERIOR •DIAG. 7" XTERIOR 7 3'S" Q C 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL "MAX. (�ASTRAGAL OR INTERLOCK IQ ASTRAGAL OR INTERLOCK Cat ASTRAGAL OR INTERLOCK 5.64" (USE WHERE 4 CLUSTER I (USE WHERE 5 CLUFRAME STER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") FRAME JAA MB px ANCHOR PAIR 4-TRACK 'DIAG. FRAME JAMB AS GAL ORSPLICE LOCATIO RAGAL OR (FOR SPLI ASTRA CATION IN CK-4—IF +IF NEEDEDEXTERIOR NCHOR PAIR IF NEEDED I OCK CONDIT USE INTERLOCK 2.04 CENTERLI CENTERL I LUSTER DETAIL) CENTERLINE 3.5" " 3.5" 3.5„ 7„ ANCHORS MAY BE IN o I 21" EITHER IN THE EXT.OR INT. 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08' O.C. 2.04" V. 5.64" NOTES: EXTERIOREXTERIOR 4"DIAG. EXTERIOR 3.5• 1.ALL DIMENSIONS SHOWN 7" 7" 3.5" RE BASED ON MIN. 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 6 MAXM ALLOWED. (a-ASTRAGAL OR INTERLOCK (a.ASTRAGAL OR INTERLOCK ala.ASTRAGAL OR INTERLOCK �� 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE 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 I.SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ( CONDITIONS ONLY: REviSED INTERLOCK--1 (FOR SPLICE USE DO erai•Plr,.k rcFlorisc IF NEEDED INTERLOCK CONDITION,USE INTERLOCKCONDITIONSPLICE LOCATION hywil^KU".k CENTERLINE I CENTERLINE I CENTERLINE USE THIS DETAIL) A uftNp_6 z 0 �'+. 6 f• 3 1.75" "C6"CLUSTER DETAIL) 3.5" IF NEEDED 3.5" ►I 3.5" 7 %J, CL ,L� nVXfV-�'etCnRW Alp 2.04" 4"DIAG. 2.04" W204"2.04" 5.37"DIAG. 4"DIAG. 4.08" 4"DIAG. .04'EXTERIOR EXTERIOR 7• EXTERIOR3.5" 3.5" - ;"!(; V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL na.ASTRAGAL OR INTERLOCK Cad ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK N,;870 (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 64 (6,„ , 1070TECHNOLOGrORNE ANCHORAGE,EXAMPLE CLUSTERS ,;...r , . �.: �. H�+D FL 34275 SERIES 670 ALUM.SGD-NON-IMPACT s"'°•'�e°'� ”' s^e0L' °iYpNa °0" A.LYNN MILLER,P.E. SJR 0220/14 cess o CERT.OFAUlH.NT8296 ® SGDL670 NTS 1� °�22 PGTO128 B P.E.iF 58705 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR7.. 1.ALL DIMENSIONS SHOWN 8.94" ARE BASED ON MINIMUM ?4"DIAG. 4"DIAG. ALLOWED. 6.12" 6.12" 3.5" 3.5" INTERIOR 7 INT RIO INTERIOR 2.DETAILS DEPICT ANCHOR INTERIOR 1 ° 1 ° QUANTITY AND SPACING, 90° 3. " 90°i 3. ° EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. " 4„ 3.5" 4" 3.5" 3 4• EXTERIOR "+1"ANCHOR 2.04773 oa 2.04" 7 2.04" EXTERIOR 4„ 2.04"jEi7� 8.94" EXTERIOR 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 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,"04") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4 ANCHORS ARE REQUIRED,^C6") "+2'ANCHOR 4.08" INTERIOR INTERIOR EXTERIOR 4.08" "+1"ANCHOR 2.04" 4"DIAG. 4" INTERIOR 7.41" INTERIOR 3 5" I gp° 7" 135° CENTERLINE EXTERIOR OF PANEL .3 3.5" +3"ANCHOR 4.08" 4.08" 7- CENTERLINE 5.37"DAG. CENTERLINE 2.04" 3.5" 4• 3.5" 4 OF PANEL 4"DIAG. EXTERIOR _ EXTERIOR 7" 4' INTERIOR ON "+2•ANCHOR 3.5" ALL I 90°CORNER 135°CORNER ExrER oa V EWS T' 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE ("C6NEL "ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED �OFPAILL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. ERRE I FRAME HOR LAYOUT _ INTERMEDIATE ANCHOR LAYOUT INTERIOR/ 6.12" INTERIOR 2.04" Mt011 EICf REVISED 2.04" 35" H.at plyy with Me F rI& 6.12" . 4" EXTERIOR 5.88" OF PANELCENTERLINE E'vomi-DDwe INTERIOR INTERIOR an 4" 35" 135° "+3"ANCHOR � pSjMgl--=Plee�e[ 2.04" C DIAG. 7 G 3.5" 4.08" 6.12" 4"DIAG. 6.12" 1 7" EXTERIOR 2.041" 3.5" 4" 4„DIAG. 3.5” 3.5" I .oar !-I'r!1/ EXTERIOR 7 EXTERIOR 4• CENTERLINE •+!'.. '•_' '�;, 2.04" OF PANEL 90°CORNER 135°CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("C8'ANCHOR CLUSTER REQUIRED (7C87 ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) Y n� 1070TECHNOLOOYMVEANCHORAGE,EXAMPLE CLUSTERS oao?.•' •;: A VENICE.FL 342761�ff- m - .... ,(,•. (041}180-1800 SERIES 670 ALUM.SGD-NON-IMPACT smc s,.°t u"Mms� wY A.LYNN MILLER P.E. °io - A— °"°tla0 °n cERr oFaunL a2s2sc S00.67o NTS 11 ,22 P3 T0128 B REA 58705 JR 02/20/14 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 2-1116"' 2-1116'• 2-1/16"• NOTES: EXTERIOR 114" 114" 1/4" 1.ALL DIMENSIONS a MAX. MAX. MAX. SHOWN ARE BASED SHIM EXTERIOR c' SHIM EXTERIOR SHIM ON MIN.ALLOWED. �r 2.METAL OR WOOD EMBEDMENT: f SUBSTRATES MAY BE SEE TABLE A, 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 Z 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 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C. Aw WOOD INSTALLATION Bw WOOD INSTALLATION Ow 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 SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE SHEET 1 1 SHEET 1 _:w 1 T (1/4'MAX.) (1/4"MAX.) EXTERIOR I EXTERIOR - EXTERIOR EMBEDMENT:SEE TABLE A,SHEET 1 2-1/16"' 2-1116"' 2-1/16" EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 da 2-TRACK ME SILL WOOD INSTALLATION Ew WOOD INSTME SILL aa 3-TRACK RAL�LATION Fw METHAL INSCK TALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE PRODUC r REVNED TABLE A,SHEET 1 EDGE DISTANCE: u"Pfyfg wk!the FTorlik SEE TABLE A, mange k EMBEDMENT:SEE I METAL TYP., SHEET 1 e piroi-"at"- P �3 TABLE A,SHEET 1 'i EDGE DISTANCE: SEEANCHONOTE 4,SHEET R1 E �il,. tib. 2X WOODvft EDGE DISTANCE: 2X WOOD UO SEE TABLE A, TYP.,SEE ANCHOR TYP.,SEE ANCHOR �. Pnd�dC SEE TABLE A, SHEET 1 NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1116"' / SMS ANCHOR TYP., ' 2-1116", SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1116"' &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A.SHEET 1 SEE ANCHOR NOTES THREADS , .. EXTERIOR &TABLE A,SHEET 1 EXTERIOR BEYOND THE Ohl i.YNN EXTERIOR METAL `,�'� .y�0NgF ••FA ID 1/4"MAX.SHIM SUBSTRATE 114"MAX.SHIM 114"MAX.SHIM yO,62705 -- 2-TRACK FRAME JAMB 4a 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB - WOOD INSTALLATION \fLwj WOOD INSTALLATION Iw METAL INSTALLATION �By R,„,„",. foraTECHHOLOGYDRIVE ANCHORAGE DETAILS �Oc•.• J' N. VET FL S4275 On. 6Z: SERIES 670 ALUM.SGD-NON-IMPACT (9o1}a5af5oo saw,wae —"w- w. r%r.'. A.LYNN`FnT MILLER,P.E. JR 0212a(14 � �` CERT.OFAUTH.+R29246 SGO.670 /NT$ 12 d 22 PG7Ui28 B REX 58705 R46TALLATION DETAkS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DIS NCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS ONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE4SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,S Tl A,SHEET 1 2-1/1 • PER TABLE 2.1/16"• PER TABLE2-1116"• ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 1!4" •DIAGONAL O.C.IS EXTERIOR i Mme' MIN 4"(HEAD&SILL) SHIM OR 6"(JAMB)SEE MBEDMENT: 1/ EXTERIOR T 114 EXTERIOR 0&1ILS,SHEETS E TABLE A, N1 (� Mme•SHEET 1 SH M r SHIM ROPERLY SECURED 1X CONCRETE N ORTYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., URED 1X CONCRETE ANCHOR TYP., ODD BUCK TYP.,SEE SEEANCHO TES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOTYP.,SEE SEE ANCHOR NOTES& A HOR NOTE 3,SHEET 1. TABLE A,S 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME H 16,-,1,3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac CONCRETE INSTAL TION W CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRET HOR TYP., PERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE CHOR W D BUCK TYP.,SEE SEE ANCHO:A,S OLET1 WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHO NOTE 3,SHEET 1 TABLE ANCHOR NOTE3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE A CHOR SEE ANCHOR SEE ANCHOR NOTE 5 SHEET NOTE 5, NOTE 5, 1(1 "MAX.)q_ SHEET 1� SHEET 1 MAX.) I (114"MAX.) TERIORI EXTERIOR f I 1 EXTERIOR 2-1/16"' 2-1116"' I �2-1116"' CONCRETE PER TABLE EDGE DISTANCE: CO C ETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 S TABLE A,SHEET 1 PE T BLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMB MENT.SEE TABLE A,SHEET 1 A, ETI EMBEDMENT:SEE TABLE A SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL ®3-TRACK FRAME SILL ®4-TRACK FRAME SILL c CONCRETE INSTALLATIO Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 --~ EMBEDMENT:SEE DUCE REV1660 TABLE A,SHEET 1 ~I EDGE DISTANCE: EDGE DISTANCE: I SEE TABLE A, Accnjoa No I L-Gb2 .03. EM CONC.ICMU ANCHOR SEE TABLE A, PROPERLY SECURED I 1X WOOD BUCK TYP., SHEET 1 M Eiv 1 DMENT:SEE TA LE A,SHEET 1 —~ TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, � PROPER Y SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 aal lkcl! raf.nCauYrol 1XW00 BUCK RED SEE TABLE A, SHEETI 2-1/16" SHEET 1 2-1/16"* SEE ANC OR NOTE 3, ` CONC./CMU ANCHOR SHEET 1 I TYP.,SEE ANCHOR I OPERLY SECURED . 2-1116"' NOTES 8 TABLE A, CONC.lC U ANCHOR TYP.,S E ANCHOR 1 NC BUCK TE 3. SHEET 1 CONCRETE NOTES TABLE A, S ANCHOR NOTE 3, CONCRETE OR CMU OR CMU CONCRETE SHEET 1 EXTERIOR ." { PER TABLE 4 1•,1 , ;% SHEETI OR CMU E TERIOR PERTABLE 's..�.... EXTERIOR A,SHEET 1 A,SHEET 1 �• r., I PER TABLE 'Dl/4" AX.SHIM A SHEET 1 ID 1/4"MAX.SHIM E� - 1/4"MAX.SHIM —►I F� '`.''. pib. 'i�•`: 2-TRACK FRAME JAMB IkEh 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB _ 3 CONCRETE/CMU INSTALLATIOHe CONCRETE/CMU INSTALLATION ll.LcCONCRETE/CMU INSTALLATION p Q k—ill, 1070TECHNOLOGYDRIVE ANCHORAGEDETAILS ..N.VENICE,FL 31275 SERIES 670 ALUM.SGD-NON-IMPACT/sIr}4ao•rso9eai.: — °i•"m^•^ Q°'CCERT.OFAU7N.A29296 R ® SGD-670 NTS 13 m 22 PGTO128 B P.E.#58705 07/10/14 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR CONC./CMU ILLUSTRATIVE INFILTRATION O o WOOD ANCHOR TYP., ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: SEE ANCHOR NOTES 2s ANCHOR NOTES 8 &TABLE A,SHEET 1 TABLE A,SHEET 1 FOR TABLE A,SHEET 1 ALL APPROVED SEE TABLE A, 28 (ALSO SEE TYP. SUBSTRATES. SHEET 1 — — ILLUSTRATION,SHEET 9) rjl-�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 28 SHEET 1 ADAPTER CONCJCMU AND P-HOOK EXTERIOR PHOOK WOOD ANCHOR TYP., —ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE TABLE ASHEET 1 (ALSO SEE TYP. EDGE ON SHEET 9. ILLUSTRATION,SHEET 9) MIN. A,SHEET 1 , ILLUSTRATION,SHEET 9 EDGE DISTANCE ) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#1 B.#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 1 A,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 r EMBEDMENT:SEE CMU PER TABLE NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE BA,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE28 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9) ILLUSTRATION, SHEET 1J.'. 28 EMBEDMENT: 1 SHEET 9) RtODbC�REv�Ep j SEE TABLE A,—i w rn OYin with the FToWA EDGE DISTANCE:SEE SHEET 1 TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE �.gc.& Acaptwcc No 16- ?. -63 30 ....:....% .30 - EirinNw D�teI ' 7dj �11•w .Una�n.�� P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP.,SEE J L &TABLE A,SHEET 1 15 ANCHOR NOTES&TABLE v (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. 2.693"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS 16Eh P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19.#21,#23 OR#25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR a,?,.;,3'rts. ''• `� (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT t FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY Fe dBy. Ortc Rwtimu' L+aolo0v" n p 1070TEORNOL00TWE ANCHORAGE DETAILS ' y E' o ` ..',�\, N.VENrci FL34G27s r. �: �. . -NON-IMPACT (941}430.1600 SERIES 670 ALUMSGD R"" A:LYNN MILLER,P.E. u 51 ZOfY4 �� CERT.OFAUM.#29286 Ry. SGO-670 NTS 14 r 22 PGT0128 B P.E.#58705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO_ TYP.PER TABLES 1.3 NTERIOR WIDTH SHEET 18;INSTALLATION DETAILS'Aw'&'Ac',� EXTERIOR SHEETS 12&13 90° R-A L PANEL E TYPE PANEL CORNERDETAIL'N2', ' 'AS' TYPE SHEET 19&CORNER K' ANCHORAGE SHEET 11 . MAX.UNIT MAX. L MAX. HEIGHT INTERLOCK DETAIL PANELYP. DLO PER 'M',SHEET 19 HEIGHT HEIGHT TABLES EXTERIOR INTERIOR 1-31-3 JAMB DETAIL'GT,SHEET18;INSTALLATION DETAILSX X 'GW&'Gc',SHEETS 12&13 90° i SILL DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE:90° INSIDE CORNER,4 PANELS-XXlXX 'Dv/&'Dc',SHEETS 12&13 I SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10 X 1-1/2" PH SMS t O PH SMS ...plyi gg ith the Florib kuwtin�(:ak Acctptuce No/[-aGz4-v3 E.pirMiw D.te I D{[x`Rdr rad+a ttttYoi I i PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DPIANCHOR TABLES,SHEETS 6.8 FOR MAX. PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. J 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. 3)PLEASE SEE APPLICABLE ASTRAGAL A INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. 44 Bawer u�r xewvm r,.. •.cy, 1070TEGHNOLOGYORNE ANCHORAGE DETAILS/EXAMPLEELEVATION `•.�:L,;:;�,... i N.VENICE,FL 34275 m �':�7.�•..:... , er. o•� (wimaa1600 SERIES 670 ALLIM.SGD-NON-IMPACT �,'':. s.s°uenae srs sr.e: ova+ �`' A.LYNN WLLER F.E. I ry osaF t.a ® Sm870 NTS 15 m 22 PG70128 B P.E.#58705 JR 02!20/14 CERT.OFAU7H.b2929B CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ^��INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 §E� HEADER DETAIL W,SHEET 18; MAX• JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL-133%SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'VAC', WIDTH /-18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 SHEETS 12&13 TYP 7 ' 'Gw'&'Gc',SHEETS 12&13 SHEETS 12&13 .. � EXTERIOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE M',SHEET 19 ,R, ,L, 'p' 'A' TYPE TYPE MAX. A CS' QS' K MAX. 90°OUTSIDE CORNER NOM. / / UNIT UNIT HEIGHT DETAIL'N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM. / WIDTH TYP. / / PER D',SHEET PANEL PER CORNER ANCHORAGE MAX' PER SEE TABLES 1 T MAX. WIDTH TYP. SEE TABLES SHEET 11 DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 � 'Dw'&'Dc', EXTERIOR O x1�3 X SHEETS12 NOM.PANEL a X WIDTH TYP. &13 x X X PER TABLES SEE FRAME& MAX.UNIT WIDTH SILL DETA L'D',SHEET 18; MAX UNIT WIDTH 1 3 PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS MAX.UNIT WIDTH CONSTRUCTION DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX=(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19 > 1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13� //'/1 � HEADER DETAIL ( 1 1 JG AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K,'SHEET B',SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'I2',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET 'Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc,SHEET 14 DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 &'Cc',SHEETS 12&13 MAX.UNIT WIDTH �— MAX.UNIT WIDTH PROD" "Emep —i u napiyiog witi Ibe Flodl£p I.ueiieg P.etle PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL AreepleeceNu tic-090f.vg TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE Ei*mk.D.et1 R, L, M, F, i M, F, F P, MAX. n+a.�rsna, nl MAX.UNIT NOM. $o' NOM. UNIT PANEL a I / PANEL HEIGHT HEIGHT f WIDTH TYP. ti w / % WIDTH TYP. / PER TABLES MAX./ /SEE PER / I SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 a i OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 y i SHEET 15 HEIGHT o x x x x x x o EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18' EXAMPLE:XXXO SILL DETAIL-F,SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS / '6 Em(&'Ec',SHEETS 12&13 Fw'&'Fc',SHEETS 12&13 a.�sr. E C �. 1070TECHNOLOGYORNE EXAMPLE ELEVATIONS '•.`�. ;•.,u;,,�,i�l.•.••;..;:^� N.VENICE FL 39275 m: .... .. o� (941)-M04W SERIES 670 ALUM.SGD-NON-IMPACT 'c'" QiDee' A.LYNN MILLER,P.E. JR X0/14 G10'� �'' CERT.OFAlliif.M2961;OD-670 NTS 16 m 22 PGTO12B B P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER EXT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER TYPES OUT IN STILE WI H�A�NI`}p�LE BOX OUT BOX IN W/HANDLE W/HANDLE WI HANDLE W/HANDLE W/HANDLE W/HANDLE 90 RECEIVER W/HANDLE WI HANDLE #11—rcn •'• f1'" i —C)5 #120 #S 19 #61 #1188 'i'�� it #31 /):� SINGLE (f X TR TQ TC TA TV TW INTERLOCK �- F PP (� fe0xafi 51NGLE INTERLOCK B E P A (B6CY0Uf (BOXetj C I C SQ SC SA SV SIN FIXED FC FV FW STILE �- RR R FD S IIS L`cKsT .L. W7HANOLE D A tY(w / K,J/ / / J IaaxoOr/ IeoxaO W AX OUT STRAGAL _ d' W/OHANDLE LR PANEL NOTES: (wxom ASTRAGAL 1.SEE DP TABLES 1-3,SHEETS 6.8 FOR PANEL �-- � BOX IN (N LEFJI INTEPoOR RIGHT SIZES 8 DESIGN PRESSURE, W!HANDLE 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J j PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F- ASTRAGAL T STILEEXTERIOR STILE AND ARE NOT AVAILABLE. (n BOX OUT V /soxour/ ceoxaur/ 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES ASTRAGAL PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#81),CORNER RECEIVER(#118)AND EITHER LLJ Bax IN T l/ APPLICABLE STILEIASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER "*x. eoxa0 ASTRAGALS. J INT CORNER 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES J W/OACNKDSIT#120 ILE RT Cl (#61)AND CORNER ADDON(#31). Lu 9EXT0L.CKNER QT �� SILL RISERS OPTIONS 232, --I t- 232" 90 LOCKSTILE Q W/HANDLE#119 232" EXT CORNER#67 232" :11-1 EXTERIOR EXTERIOR .062' W RECEIVER CT CS EXT OR I A62" V"' 4.055' W/HANDLE #t 18 2.555"082" l 3.305' ➢RODVCfREVIf.W INTCORNER#61 1.567" "moply'59Mi1674eRuAdnR7R .062' ::��W/HANDLE , AT AS DF ���R. Areepi ioa Ole -04 Z d EXT CORNER #118 90 RECEIVER CF �USHILL ISERZFV+T` 20 LOWR2SILLS1E2"FST 22 MEDIUM,ULL IME3-1/4 7 24 HIGH,4- SiLL EXT FLAT .0— i EXT CORNER #31 35 RECEIVER R VT VS VF' •750" --r.l I"'"' •750' W/HANDLE #6 /// V 750" EXTERIOR INT CORNER #31 EXTERIOR EXTERIOR EXTERIOR .062" 35 RECEIVER WT V I/�y WF �'�1 '�� �!� YYY V I .062' a 4.955" Wt HANDLE #&t 3.305" 2.555' Jl�l—J 1.587" SILL RISER.0-1` SILL RISER,BOX SILL RISER BOX SILL RISER.BOX t9`FLUSH.1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-1/4' 25 HIGH,4" NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 01 g Yj ;;i 10707ECHNOLOGYDRYE PANEL TYPES N.VENICE FL 31775 mer °°� 194f)-mo-16m SERIES 670 ALUM.SGD-NON-IMPACT '}~ r' JR 027207Sd cnarne Dma CERT:OFAUIH.�P24?45 SC"0-570 AIT$ }7 a 22 "PGTOB A.lYNN'A587 5 P.E. P.E.#58705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) ao OR 61 105 LOCK PART 17 ULLLENGTH77-110ll;M FJAMB 6 60 OR 61 16 5 EG1oOR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED 6"LONG OPERABLE PANEL CLIP LOCK PART @ W/RETAINER#106 ) 80 7581PARTIDSPAN (SHOWN WITHPANEL SEE DETAIL G2 FIXED PANEL ) f'I.EXTERIOR 103 LOCK PART 103 L THE INTERIOR) V 113 758107-11 FOR FIXED 5 103 fi0 OR 61 PANEL CLIP ID—ERIOR 14 15 5 112 E 18 17 #10 X ala^J!OFJAMBFULL LENGTH G2 40 Cao 60 OR 61 EXTERIOR 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR SMS,X3 CLIP#80 OR#10551 52 W/SCREEN 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ (SHOWN WITH (SHOWN WITH (SHOWN WITHIE (SHOWN WITH (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR DI-FRIOR 2 V 112 1 3 4 45 19 5 113 5 113 6 52 51 69 EXTERIOR 69 EXTERIOR 69 --I 'w EXTERIOR& i p a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT PRODUCE RE"WD OPT.SCREEN FRAME HEAD FRAME HEAD o FRAME HEAD HEIGHT PER a,ronpw&wmljberkrjk TRACK TABLES 1.3 brtlinR Gnk Acteptwre No �d–OLZ .03 EaPiralMa Ate 53 69 69 69 s,LS .-.� EXTERIOR EXTERIOR 5251 113 72 OR 73 72 OR 73 �11 72 OR 73 46 11 g 10 11 48 47 0 6 EXTERIOR 112 5 113 113 51�3 5 �3-TRACK 4-TRACK FRAME SIILLSCREEN E FRAME SILL @FRAME SILL ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 6 Ir 6 , 1070TECHNOLOGYPRAIE VERTICAL SECTIONDETAILS --.=>r.'•• s"u"" "' N VENICE,FL 34275 *� •' ,ton4 am: SERIES 670 ALUM.SGD-NON-IMPACT •'r;��"`ir;; ", /ea r}43afsa0 —Br ate. c+. B tarn s S,me A.LYNN MILLER,P.E. JR G220/14 CERT OFAUTN.#2918,5 ® SGD-B70 NTS 'l8 d 22 PGT0128 B P.E.p 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118 *ill 28 730 11327 631110362 111 63 60 OR 61 600R 6129 65 14 120 65 5EXTERIOR 111 52 90° EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR V (EXT.OR INT.MOUNT) �EXT.MOUNT ONLY a a INTERIOR 90° LOCK PART 60 OR 61 103 LOCK PART j4qr 758107-110 75 8 107-11 61 5 INTERLOCK M 14 113 60 60 61 118 5 EXTERIOR 113 EXTEv 113103 �TERIOR67 STANDARD ASTRAGAL#67 8 ea90'OUTS L1 WITH STANDARD STILES 960 � 6 WITH HEAVY-DUTY STILEHEAVY-DUTY ASTRAGAL S#61 V12-TRACK D OWN CORNER N2 2-TRACKS OWNER 'ITEM#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) 1-3,SHEETS 6-6 FOR DP (PSF)ASSOCIATED WITH 4 INTERIOR STILES. 31 LOCK PART WINTERI 75 - MO �` oits Aceepluallo /INTERIOR EO� W ateP OtlC.Obd 7135° 14103 61 32 15 EXTERIOR 61 11 5LOCKPART 1077s 81o7-110 31 E 135'INSIDE CORNER •',���' ' _ •'•: '' 02 2-TRACK SHOWN 135°OUTSIDE CORNER ;s 01 2-TRACK SHOWN mar• �: a.°cd.' �:'�7,'. -,;'Er' b 1070 TECHNOLOOYMVE HORIZONTAL SECTION DETAILS,CORNERS F> ;;,;L...•`;r' N.VENICE,R 30275 ,•�;'' _.r. — SERIES 670 ALUM.SGD-NON-IMPACT �'�"''%' �` • '- ry4p4eo-1s0o ✓% * s� 910* —7wlc A.LYNN�MILL�R P.E. °nvne ws `"e°v° °ate cERroFAurN.x22se ® SGD-870 NTS 19 -22 PGTO1219 B P.E.as67os JR 07110/14 Item PGT PGT# Description Item PGT NOTES: # D ..# p # Dw .# PGT# Description 1)ALL ALUMINUM=6063-T6 1 17,306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUN) 2)ITEMS#33-39,56-59,66,81,84-99, 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 17314 617314 FRAME SCREW COVER 84 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 1617317 FRAME HEADIJAMS SCREEN ADD�ON 65 17328 61732$ INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 1 817304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3/16'MASONRY 8 17361 617301 2-TRACK SILL WITH SCREEN RAIL 88 17339 677339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"'MAX.O.C. 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 374'HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 70153X TANDEM ST.STL ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N ITANDEM NYLON ROLLERASSY. 14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,POW-995 OR GE-7700 15 17342 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 18 17308 617308 3-TRACK JAMB 76 71032XIFPFX #10-32 X 1"FL SS SCREW W/TYPE'F"TIP 17 17311 1 617311 4-TRACK JAMB 77 7103239 10.32 STEEL 71NC U-NUT 16 17322 1 617322 SILL RISER-FLAT,FLUSH,1.112' 78 17358 617358 3116&1/4'BEAD 19 17319 817319 SILL RISER-BOX.FLUSH,1-012' 79 17357 617357 1'IG BEAD 20 17321 .617321 SILL RISER-FLAT,LOW,2-112" 80 17359 617359 7116"BEAD!FD(E PANEL CUP 21 17318 617316 SILL RISER-BOX,LOW,2-112" 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114" 83 61745 1745 LOWE INC,112"X 1116'SGL.SIDE ADN.TAPE,POLYETH. 23 17354 817354 SILL RISER-BOX MEDIUM,3-114' 100 W52 48052 ROLLER ADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4- 701 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX,HIGH,4- 102 1696 71696 DUST PLUG 26 17333 1 617333 POCKETP-KOOK 103 8186 78186X 1'KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-8"LONG ORODtC.r REVISED 17335 617335 P4400K COVER 106 17352 617352 FMO PANEL RETAINER-9116' ai r.Plyipg ejth 16e FI.J& 30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE Kir-INTERIOR RAISED WITH THUMB TURN,USED WITH#76 �""v+s= Actepdoce rvo 6-6LZ .p3 37 17378 617378 135 CORNER 148 1740 71740 HANpLE Kir-RAISED EXTERIOR HANDLE,USED WITH#75 EaAiraW+4m .` 20 32 17378 617376 135 FOLD MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 L- t 1 \ ITEMS 4053 ARE SCREEN PARTS: 110 173E 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75w' 40 4319 1 612256 SCREEN SIDE RAIL-LOCKSTILE 111 710)34PPSDAX#10 X314"PH.PN.TEK-S.S. 41 7LOCKWGSK SCREENLOCKSET 112 1235 67$18 WSTP,.270 X.170-FIN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 84066 .187"X.230'FINSEAL 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #1D X t-1/2" 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #1D X i' 45 4317 612256 SCREEN TOP RAIL 16 720XIX #14-20 X 1"S.S. 46 4318 612257 SCREEN 807TOM RAIL 117 72OXI12X #14.20 X 1-112"S.S. 47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER 4$ 668 7SRAX STANDARD ROLLER-ST.SSL. 119 17337 617337 90 DEGREE OUTSIDE CORN ER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 1733fF 6117388 90 DEGREE INSIDE CORNER ASTRAGAL Lill 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352617352 FDa=O PANEL RETA94ER,718"1692 81692 SCREEN SPLINE-.165'1694 61694 SCREEN SPLINE-.150' 61816C20 SCREEN CLOTHll'X4'X 1/i6'SET BLOCK,NEOPRENE 65+/S ,1728 4"X4'X 111$"SET BLOCK,NEOPRENE 85+1-5 - - " lam7EcxvocooYnluvE PARTS LIST N.VENICE,fi 3/275 ts. ... - ey X41}rao-l6Dn SERIES 670 ALUM.SGD-NON-IMPACT JR 92WI4 CERL DFAUTH XMW soNTS 20 d 22 t •`,` A.LYNN MILLER.P.E. PG7Df2B 8 P.E.#58705 5.069" � 8.562" --1 1.36" � 1.36" 0.080" -�• �-{ 1.872" 1 211" 1.505" 1 0.081" 1.019" J 0.062" - 0.081" O2-TRACK HEAD 10 4-TRACK SILL 0.081" SCREE (6063-T6 AL) (6063-T6 AL) a0 STILE 6,198" (6063-T6 AL) 6.198" � 6.526" 5.069" 0.080" 1.045" 1.211" ;41.505" + 1.993" 0.062" 0.081" -J. @2-TRACK HEAD W/SCREEN TRACK @3-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB @TOP RAIL (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB WI 7.105" 6.221" 15 SCREEN TRACK �f 0.080" (6063-T6 AL) 1.36" �+- f 1.505" 0.875" 1.2+1" -y 1.36" "P J I 1.993' 0.062" 0.081" @ 3-TRACK HEAD O 2-TRACK SILL W!SCREEN TRACK 0.081" (6063-T6 AL) (6063-T6 AL) ae SCREEN (BOTTOM RAIL (6063-T6 AL) j 9.142" 0.081" 4.49" 0.080" 1.2 1" 1.505" 7.105" /RODUC f REVISED u.di.R fieq whY IYe FtoeYk 0.081" 9.141" b�rfinq Code (4 4-TRACK HEAD (7 2-TRACK SILL 'q'�'lsin Nu (6063-T6 AL) E�prre.Drlc (6063-T6 AL) 1.514" 1 �~ 0.060" 0.062" LI t.260" 0.532" 0.760" 0.060" � 1.516" ?19=907 OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN j ADD-ON T2 ADD-ON 18 END ADD-ON 16 3-TRACK JAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3/16'MASONRY OR 3/16"MASONRY T7 4 JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (60063-T663-76 AL) 19707ECtIN000OYDRNE EXTRUSIONS - rola RaMsb,n .�.`•.'i::.:... N.VENICE,FL 34275 *� a"wa". ,�16� SERIES 670 ALUM.SGD-NON-IMPACT �„/ o.� � A.LYNN MILLER,P.E. f JR D7lZD/f4 CERT:OFAUTH.029298 a WD-670 NTS 21 22 PGT0128 B REN 58705 i 0.718" 0.83" 2.304" 3.802" 0.752" 3.802" 0.752" �{ " � 0.574" ILI 1 163" 0.885" 0.062" 0.796" 00.264" .080 0.062" J 0.062" FRAME SILL P-HOOK MOUNTING 0 23P-HOOK SCREW 0.075" 5 2s P-HOOK ze zs 3o P-HOOK FOR BOX RISER COVER OTRACK O OADAPTOR OCOVER 0.060' 6063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" .155" 4" 2.30" 1.488" 1.739" ►{ 0.080" 0.830' 0.062" 0.133" 1.303" 1.600 1.600 0.062° 080" 1.870" 1.888" 016" = 3.125" 0.325" 1.974'2.4 -►� 3.125" j 0.062" f 2.44" INTERLOCK INTERLOCK 81 135°CORNER sz 135°FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE sz 66 (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" +I P.045" 0.075" 0.062" 1.304" 1.050" 1.050" � �1.050" 0.075" 1.645" 1.645" � .2 .611".045" 1� 849045" 0.125"" 0.281" 3.25" 67 STANDARD ASTRAGAL HEAVY ASTRAGAL 68 TOPlBOTTOM GLAZING 7/16"GLAZING 78 3/16"&1/4" 68 RAIL 7s BEAD(I.G.) es BEAD,FIXED GLAZING (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) PRORUc r REvLsm 1.003" tt-*'88 t�FbrMs 1.03" i AeaPtun No 14,0�0j.b73 4„ �. 5.621• Es�oiYw o.te ttc 2oZ� 0.757" 0.080 C 0.050" 105 FIXED ts PANEL CLIP 0'709" 2.893" 0.133" (6063-T6 AL) 1.498" 0.133" 1.498" 70.0 80" .550" 0.863 826„ FIXED PANEL 2. � 5.621" 4 ' 0.709" 123 RETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL 0.080" �II�-� (6063-T6 AL) 990°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL 118 90°INSIDE/OUTSIDE (6063-T6 AL) 106 RETAINER,9/16" CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) r` �„ ci 10707ECHNOLOGYDRWE EXTRUSIONS ��.•.'' r.> N.VENICE,FL 34275 m.: - P41)480.1500 SERIES 670 ALUM.SGD-NON-IMPACT - - la-ft 116 ROY A LYNN MILLER,P.E. �BySJR OZ20/14 wr". CERT.OFAUTH.#20296 Ry. SGD•670 NTS 22 a 22 PGT0128 B P.E.N 58705 1