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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 u k a ASlrsr � r 'gi #! SCIS Nome Log In ; User Registration -Hot Topic Submit Surcharge Stats&Facts Publications j FBC Staff ? BCIS Site Map i Links Search d,bpr a °E Product Approval USER:Public User Producr Aonrov;A Menu>Product or Application Search>Application List>Application Detail r a `a FL# FL251-R28 Application Type Code Version 2014 Application Status ved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments � @ D, Archived ! t! �' �' , Product ManufacturerPGT Industries NOV 0 3 2016 Address/Phone/Email ogy Drive North Venice,FL 34275 PERMITTING (941)486-0100 Ext 22318 druark@pgtindustries.com St.Lucie County, FL 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 =Listienmg iCategory Subcategory bliesCompliance 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... 11/1/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL tt Model,Number or Name Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in Z:Yes =Crerty: .... dfApproved for use outside urance Contract Exp a i ateImpact Resistant:No Design Pressure:N/A InstructionsOther:Please see Miami-Dade County Notice of Acceptance(NOA) r II 16-0629.03.pdfproduct performance information,anchorage det ' nd anchortype, Miami-Dade BCCO-CEsize,and spacing inform 'on. arty: Evaluation Reports Created by Independent Third Party: 251.2 ISrQOHP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved foruse i H es FL251 R28 C CAC 16-0629.04.pdf Approved for use outs: a Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.04.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 ISGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-06299] 5.pdf 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 I1 16-0629.05.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 ISGD-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 16-0629.06.1)df 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.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: 251.5 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.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 H 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 ISGD-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.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 16-0629.08.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: 251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.0f 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 II 1.6-0629.10.0ddf 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: 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.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 II 15-0612.06 LM.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(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(NCA)for FL251 R28 It 15-0612.07 SM.rdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL_751,....P,,76._C CAC_SS_.21,Q_�7,pdf 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 FL...S.I_R21 I,j„_35-1210.02 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 i 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 FL.251. R28 C CAC 15-121.0.01,pdf 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 IT 15-1210.01.rdf 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: Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyrieht 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: Credit Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 11/1/2016 M IAM I-RADE MIAMI-DADS COUNTY b 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(AIM. 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 a herein,and has been designed to comply with the Florida Building Code, including the High VeloLIISGD-6�7O" urrian ne. DESCRIPTION: Seri Aluminum Sliding Glass Doors w/90°& 135°corners-NI APPROVAL DOCUM -awing 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 Miam•- ounty Product Control Section. MISSILE IMPACT RATIN :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 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 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. 629.03 MIAMI•DADE COUNTY Expiration Date: April 07,20 pprova ate: u y ,2 16 Page 1 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-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 11101/13, 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. pp g > � 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 01/30115,sheets 1 thra 67,prepared by PGT, signed and sealed by Lynn Miller,P. E. 2. Glazing complies with ASTMS-1300-02,-04 &-09. 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(5'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 Janne 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 I SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: INCLUDING POCKETS & 90011350 CORNERS Group Anchor Substrate Member Distance—i Min.Edge Min " Embedmerd Concrete(min.2.05 HeadfSIIVJamb t' 13/6' GENERAL NOTES 1 1/4'Elco Ultracon Ungrouted CMU.(ASTM G90) Jamb only 2-1/2' 1-1/4' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. U(ASTM si routonly 13/4" 2)DESIGN PRESSURES: rate(min.3.35 ksi) Head/SilVJamb 1• 1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Fi/4'Elco4lo .S. UngreutedCMU,(ASTM G90) Jamb only 2-112 1-1/4B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Ftex p.7 Southam Pi re SG=o.55) Head SIIVJamb 1" 1.3953)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concre a UitreeonPRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ung Doted cMu STM G90 Jamb onl 1 1-1/4WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA or 410 P.T.Southam Pure(SG=o.55) Head sitUJamb 9/1fi^ 13/8• BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. MS, Aluminum,6063 TS Heed silVJamb 3�e 0.063" 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threads/in) Steel,A36' Head/SIIVJamb 318• o.oso 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud,A653 Gr.33' Head/SIIVJamb 318• 0.0451' NARROW JOINT SEALANT. Concrete(min.3275 ksl) Head191II/Jamb 1-1/2' 13/8' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 1l4'Elco 16 6 S.S. Ungreuted CMU,(ASTM G90) Jamb only 2 14/4 WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Agan ;ator Grouted CMS(ASTM G90,min.2 kai pmol) Jamb only 2• 2' 7 THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.southern Pine SG=0.55 .2a Slll/lamb V 1.3/8• P.T.Southam Pine(SG=0.55) FieadlSlll/Jamb 9'16" 13/8' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). #12,Steel SMS G5, Aluminum,6063-T5• Head/Slll/Jamb 3/B' 0.063' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 threads/in) Steel,A36' Head/sill/Jamb 3/B' 0.050• FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33' Head/SIIVJamb 1 318 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 1R0a0CVREvj6EO 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 "—�.ht,rl Fwft MAX.114'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15,16 Accep#'¢ 9 03 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 Fsp'rkie.1w.AF,eoz 202p REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18.19 t,y. r ' PARTS LIST.......................20trnr!Ah p EXTRUSIONS....................21,22 TABLE B,SEE DETAILS ON SHEETS 4&5: STANDARDS USED: Glass Description(Listed from E)dedor to Interior) :2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Type •ASTM E1300-09 G1 3116"TEMPERED GLASS -ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL,ADM-2010 G1A 1/4'TEMPERED GLASS aAISIS100-07/S2-2010 G2 1'I.G.:3116"TEMPERED GLASS+5/8•AIRSPACE+3116'TEMPERED GLASS C�`••"••• "'•'%( i G2A 1"I.G.:114"TEMPERED GLASS+1/2•AIRSPACE+114•TEMPERED GLASS DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE SHEETS 6,7 8 8 IMPACT RESISTANCE - -i p / s wrwaer o.r: w.rta ,,,,tax '.,:;^.• ST,r6 JR 05!05/16 B ADDED SPACERS TO SHEET 5. ��RIDA.. a +o7orECNNOLoovoRltF GENERAL NOTES AND MAP >;. N. <,=1��4`:' SERIES 670 ALUM.SGD-NON-IMPACT s. Go 7N ewc a.tw A.LYNN MILLER,P.E. av R om c�ue..e . arra CERT.OFAUiN.p1a296 90Dd70 NTS 1 e 22 PGTO128 B P.E,#58705 JR 02120/14 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.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 Aw 19 PER TABLES 1-3 1 13 CAN BE OXXXp. -� --- 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 1 I OF ANY 2 STRAIGHT CONFIGURATIONS. 1 Jc I j Jw Jc I� MAX.UNIT 13 / 13 1s 1 1a i o°c o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1a IZa$ MAX.UNIT I�ay HEIGHT / 14 1 I'a HEIGHT 1s 1 1 I Q z PER TABLES 1-3 / i r PER TABLES 1-3 / / I "X"=OPERABLE PANEL, '0'=INOPERABLE PANEL, "p"=POCKET POCKED I „ POCKET I aDETAIL LETTER --l"r---� 'W"=WOOD OR METAL INSTALLATION 1-PANEL r 2-PANEL ® "c"=CONCRETE INSTALLATION CONFIGURATIONS 1 13 CONFIGURATIONS 1 13 SHEET NUMBER TH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.P EL WIDTH Alw 13 12 13 NOM.PANEL WIDTH 1 13 1 1 c 12 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" P RTABLES 1-3 PER TABLES 1-3 - r--i -J r--- 19 Jw J I � 7 19 19 19 74 J4 j 1 13 1 19 1 1 Iw°Gi c 19 19 w 1w°G`i MAX.UNIT 13 1 1 o a o MAX.UNIT 12 3 14 1 i a y HEIGHT I a'm FRODUC Ir REVILED HEIGHT 9 19 I mo¢ 1 13 19 1s I a z PER TABLES 1-3 < PER I w a co.g7l.t.+tY tM Florldc / / / w TABLES 1-3 ciN•-1 —6L2 .03 !� E POCKET KE! I a a I W / / � vyi I — J �'.r-- -lir--- D1rM iee4lai 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 13 12 13 1 13 1 1 13 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH wAcNOM.PANEL WIDTH QQV 1 A PER TABLES 1-3 1 3 t2 13 PER TABLES 1-3 Cc Jw Jc I 113 1 13 1 19 79 14 1 1 c 19 19 1 1 c I w w MAX.UNIT 19 SEE MAX.UNIT Kw�13 / a y HEIGHT S NOTE HEIGHT 1 13 19 19 19 19 / Q s PER g 2,THIS PER TABLES 1-3 TABLES 1-3 SHEET. / / 1; Ij I° O0 'm LYNN POCKET I � EXTERIOR 1 13 ��,........... � , ,3 5-PANEL CONFIGURATIONS 1 r w ° CORNER,TYP. w F° +'°•s&'os ` 3 12 3 12 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) _ L. as 4; rm.,ee,: o� wNsn"a: o�nveoz %�rJ'•. S rATc�F .�!£IJ:{ ' 1079TECRNO100voRroE EXAMPLE CONFIGURATIONS ^, n " N.VENICE FL 34275 �\`.•J' od /s4f}490 tsoo SERIES 670 ALUM.SGD-NON-IMPACT o,. BY. �.' a,�me omm a. soar d 22 ftc PGT0128 aw- A.LYNNYvIILL�R P.E. JR 07/20/14 CERT.OFAUIM.029296 ® SOD970 NT3 2 B P.E.#58705 I EXAMPLE CONFIGURATIONS MAX,TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 355-7/16-@ 96'HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 300-1/4"@ 120'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB NOM.PANEL WIDTH A cLOCATIONS USING DETAIL'Jw',"Jc','Kw"Oft'Ke INSTALLATION. PER TABLES 1-3 t 13 13 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. V197 9 19 := I i 14 1 zm_ 5 2)90-&135°CORNER CONFIGURATIONS CAN BE A COMBINATION oyi- 9 Kc 1 ,R MAX OF ANY 2 STRAIGHT CONFIGURATIONS, HEI Z5 A Ix 96"OR 120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. :X"=OPERABLE PANEL, Pocy O"=INOPERABLE PANEL, IL-2 �eT --p,r--- P"=POCKET 6-PANEL CONFIGURATIONS A (&:.IETAIL LETTER =WOOD W 0 0 MAX.UNIT WIDTH 0 D R METAL INSTALLATION CONCRETE INSTALLATION NOM,PANEL WIDTH SHEET NUMBER PER TABLES 1-3 basom laN lQlv DLO WIDTH=NOM.PANEL WIDTH-7" to ta- (11 9N DLO HEIGHT=DOOR UNIT HEIGHT-10,125" MAX. 1 t3 19 1g t9 Q,97 PANEL HEIGHT DOOR UNIT HEIGHT-1.866" HEX \19i 19 19 PRODUC f REVISED PER TABLES 1-3 POCKETAcftft.wt F.*ah"pYte 7-PANEL CONFIGURATIONS P x cmed MAX,UNIT WIDTH NOM.PANEL WIDTHAC A 1888831 PER TABLES 1-3 3 12 13 13 9 19 MAX.UNIT1 13 19 9 19 19 19 9 HEIGHT 1 13 9 9 19 f jzq" PER TABLES 1-3 POCKET p 8-PANEL CONFIGURATIONS. 1 1 1 1 13 Z7 No.58706 f070 TECHWL00YORWE EXAMPLE CONFIGURATIONS N.VENICE FL 34275 RE SERIES 670 ALUM.SOD-NON-IMPACT -,'�Vojqp, Drown J—M:�2EW14 c� uft...w 1� ✓ CERT:OFAWH.#29296 NTS1 3 22 I"'PGTO128 B A.LYNN'M ER,P.E. SGD-670 P.E.#$8705 GLAZING DETAILS(G1 &G1A) 3/16"T GLASS AaD EX EXTERI 3/16"TEMPERED GLASS,TYPE G1 /RUDUC F REVISED m—plvirg w0lt the Ff"'W, Yt.eiicy C:id? Aeetga�.Y N"16 o6zi.a3 Esfdnir D.t<�� i J4'Q+4 t"d�n Cardd ' 1/4"T GLASS 74 EXTERIOR 82 a 3/4"NOM. GLASS BITE 78 54 1/4"TEMPERED GLASS,TYPE GIA ido. 8705 GLAZING NOTES: "T"=TEMPERED _ r rammer f070 TECHNOLOOYDRNE GLAZING DETAILS N.VENICE,FL 34275 SERIES 670 ALUM.SGD-NON-IMPACT (841M80-1600 A.LYNN{vIILLEI2,P.E. ?nr sae"n�nae sdc s+es pietlaOBy. w� CERT.OFAUJH.#29296 ® SGD$70 NT$ 4 122 PGTO128 B P.E.#58705 JR 01120/14 k GLAZING DETAILS(G2& G2A) SILICONE HOT-MELT BUTYL STRUCTURAL 1"NOM. SILICONE STRUCTURAL ,-1/4"NOM. FOAM /-3116"NOM. POLYISOBUTYLEN WITH 3116"T GLASS WITH DESICCANT DESICCANT - 518"AIR SPACE EXT.GLASS EXT.GLASS 3/16'T GLASS 74 j EXTERIOR 0 INT.GLASS INT:GLASS a KODISPACE SUPER 124-127 3/a"NOM. 724 4SG TPS 128 SPACERO NXTT" •` GLASS BITE ! 79 55 ALUMINUM A NFORCEMENT POLYISO- DESICCANT FILL AREA V I.G.GLASS,TYPE G2 BUTYLENE ] NOMSEAL /-5118'NOM.BUrSILICONESEALDESICROLL-FORMED FRODUCTREVNED FSTAINLESS STEELEXT.GLASAl��po1"NOM. EXT.GLASS114"T GLASS T.GLASS INT.GLASS 1/2"AIR SPACE s 114"T GLASS DURASEAL® XL EDGET"' U314'�NOM. 128 SPACER 12T SPACER EXTERIOR s a Part# Descripton Material124 Kommeding 4SG TPS Spacer System See this125 Quanex Super Spacer nXTwith Hol Melt Butyl126 Quanex DurasealSheet for 7Materials 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8976 `,,fit 1t by Nid 1ii11(F��/Il , t . 1"I.G.GLASS,TYPE(32A `�o•.�t14,c' R�� GLAZING NOTES: "T"=TEMPERED L'1_ JR 05/05/16 B ADDED SPACERS. loroT<c+o/aocronrvs GLAZING DETAILS s,vEtncErLIX G� r�OR�O W, bv� 1e,,y ,,� SERIES 670 ALUM.SGD-NON-IMPACT 'SS/p�yA� ?' �✓R X14 a.m CERT.OFA • sGtss7o NTS 5 -22 PGTt)128 B P.E.ase7os i TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP For comer astragal anchorage on 90°or 135°comer units,see sheet 11 (Water Infiltration Rating) Table applies to all Glass types and Door Unit Height Sill Riser Height OH LENGTH 80' Ba• 90' 96" (+)Design the Staa/Astragal types shown below. (Flet or Box,see Pressure,psf = 69-/B"DLO 73-718"DLO 79-7/a"DLO 85-718"D O Posi&e(+)OP may be linited by ,anchor Group Anchor Gmup AnchorGmup Anchor Gmup Sheet l7) L7 Table 1A. OH LENGTH rr 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1/2° see note 3 OH RATIO= Lu O Design Pressure +90.0/427.1 +90.0/-120 *90.0/-110.8 +90.01402.9 _ _ 2 OH HEIGHT 2 O OH RATIO 1 17" Head/Sill C4+1 C4+1 C4N G4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+t Gt+1 C4+1 C4+1 C4+1 Cd p 24' DLO Jamb 8 8 8 a B a 8 8 8 8 8 8 8 a 8 B Medium-3-1/4° +60.0 P-hook 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+a 7+8 7+8 High-4° +90,0 Design Pressure +90.0/-106.3 +90.0/-100.2 +90.0/-92.2 +85.3/85.3 TES 1-3 SEE NOTE 3 3D" 23" Haad/S81 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G7+1 G4+1 CA+1 C4+1104+1 C4+t G4+1 DLO Jamb 9 8 8 8 B 8 a 8 8 8 8 8 a P-hook 6 +7 fi+7 8 7+B 7+8 7+9 7+6 7+8 7+1 7+8 7+8 7+8 7+8 7+8 NOTES: Das*nPrass +90.0/82.9 +87.3/87.3 +80.0/80 *73.8/-73.8 „ 29• Heed Sill C4+1 CA+1 G4+2 C4+2 C4+ C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. DLO Jamb 8 8 8 8 8 B a B 8 B B a a 8 8 P-hook 6+7 6+7 6+7 6+7 +e 7+B 7+a T+a 7+( 7*a 1*e 7+6 7+e 7+6 7+8 7+8 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING Design Prassura +78,4/-78.4 +71.6/-71.6 +65.8/-65.8 THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, ° 35" Head/8i11 Gf+2 CA+2 C4+2 C4+2 C4+2 G1*2 C4*2 C4+2 C4+1 C4+t C4+2 c4+2 C4+1 C4+1 C4+2 C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE a 42 DLO Jamb 8 8 8 8 8 8 B B a 8 a 8 B 8 8 8 P-hook 6+7 6+7 '6*7 8+7 7+8 7+6 7*8 7+8 7+9 7*6 7+8 7+8 7*a 7+8 7+8 7+8 1A. E DesnPresSure +77.1/-77.1 +720/-72 +65.5/85.5 +60.0/80 41" Head sill G1+2 Gf+2 C4+2 C4+2 G4+2 G4+2 C4+2 C4+2 C4+2 C4+2 G4+2 G+2 C4+2 G4+2 C4+2 CA+2 3)4",3-114-AND 2-1l2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS �" DI o Jamb a e e a e e a s e e e e e B a s THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT P-hmk 6+7 a+7 s+7 s+7 7+a 7+e 7+e 7+a 7+a 7+e T+a 7+e 7+6 7+e 7+6 7% REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN Design Pressure +72.5/-72.5 +67.4187.4 +61.0/81 +54.7/54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA 47" Heed/Sill C4+2 C9+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER DLO Jamb a e e e e. 8 8 8 B a 8 1e e e a 1 8 INFILTRATION. P-hook 6+7 1 6+7 1 8+7 1 6+7 7+8 1+8 7+8 7+8 7+8 7+8 7+8 74 7+8 7+8 1+8 7+B 91-2-1 sn d/Sill re .69.1/59.1 +6401-64 +57.6/57.6 +50.8/50.6 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT Head/Sill CA+2 CA+2 C4+3 C41+3 C4+2 C4+2 C4+3 C4+3 C4+2 C4+2 G4+2 CA+2 C4+2 CA+2 G4+2 C4*2 DLo Jamb e a 8 a a a a e s e 6 a s e a e INFORMATION. P-hook 8+7 6+7 6+7 5+7 7+8 7+8 7+B 7+8 T+8 7+9 7+a 7*8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DLO WIDTH=NOM.PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" ►1t0DUCT u corplltng-ilk wi1Y thD tde F7°rW by h.g Coda 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. ^"`w""No A(-01C27.0S Fapinriiar Mtc Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ 11 ( 1 Interlock P-hook Lockstile @Jamb (�(` S l•`4H w�- Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile iMAr nq�etcmtml Standard Astragal Outside Corner Outside Inside Corner Corner Inside Inside Cor Corner Outside ,t i I Corner Part#61(Stile) Part#61(Stile) ';S Part#60(Stile) part#119(Out.) - Part#60(x2) Part#60 Part#60 Part#60 Part#118(Corner Parts#31&#32 Part 961 Part#67(Astragal) Part#120(In.) , Receiver] (Corn.&Fxd Mount) ;to 58705 7 r 1dm1>cHNaoorowve DPANDANCHORAGE N.VEMCF,FL 34275 n� j/.. ....• Y`J. . rear. SERIES 670 ALUM.SGD-NON-IMPACT Ors: �� o.k d`°abst - °dab A.LYNN MILLER,P.E. JR D2l20/14 CERT.OFAUrK#20296 SOD-670 NT$ 8 a 22 PG70f28 B P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) S)II He} ht For comer astragal anchorage an 90"or 135'comer unks,see sheat 11 to Max.(+)DP Table applies to an Glass types and _ Door unit Hfort (Water infiltration Rating) the 311WAstmgal types shorn � B4� �� @6' 102' Yo8" 114" 120" Sill Riser Height below,Positive(+)OP may be 84718 t3L0 73.719'1510 7471'OL 85- O 9i-718'DLO 97-f'DLO 103-718'DLO 109-7te"D O (+)Design ocher Group Aro rGlou c rGroup Anchor Group Arc r rou nc or (Flat or Box,see limited by Table 2A. roup Anchor Anc orOroup Sheet 17 Pressure,psi 1 2 3 4 f 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 ! 2 3 4 1 2 3 4 7 2 3 4 ) Des Pmssure +90.0(-740.0 j�7Q . /•133.0 +900/-1220 +9D.0/-7 .0 +90.01-706,0 +90,0/-99.0 +90,01.930 +880/-88.0 Flush-1-112" 58e 11018 3 24' 17' Head/Sill C4+1 C4+1 C4+1 C4+1 +1 Cd+1 C4+1 C4*i C4+1 Ca+i C4+Y C4+1 C4+1 C4+i Cq+7 C4+1 C4+1 C4+1 G+Y CA+1 C4+1 (i1+1 04+1 C4+1 CO+1 C4*1 C4+1 C4+1 C4+1 C4+1 04+1 LOW-2-1/2" +46.67 DLO Jamb 8 8 e 8 B 8 8 B 8 8 8 8 8 8 t0 1104t10 t0P-hook 8+7 7+8 7+9 7+6 8 7+6 F+8 7+8 7+8 7+8 7+8 7+8 7+45 7+8 7a8 8+45 8+9 8+9 e+9 B+9 8+9 8+9 8+9 9+10 9+iD 9+Y0 9+f0 9+70 910 9r10 9+10 Medium-3114' +60,0 Das Ho Pressure +950!-!41.8 01-133.6 +9501-7229 +90.01-!138 +9001-1058 +90.0/-99.1 +90,01-93.7 +BT8147,s High-4"30' 23' FleadiSN C5+1 C5tt C5+?Ce+2 1 C5+2 C5+2 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 CS+1 Cs+Y C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1C5+1C5+1Gi+t C5+1 C5+1 CS*1 C9+1 SEE NOTES 1-3 DLO Jamb a B iD B' 70 8 8 8 10 8 B 8 10 B 10 10 tit 1D10 10 10 10 f0 1D 10 10 5+ 10 1D 1111 7+8 8+9 8+9 8+9 9 5+9 8+9 7+5 8+9 8+8 8+9 7+8 8+8 8+9 8+9 8+@ 8+9 B+B S+ 10 Design Pressure +90.01-123.9 0/-116.4 +90.0/-106.7 +95.01-98,45 +90.01.91.4 +85.3/-85,3 +80.0/-80,0 +753/-78338' Nesdtsiu C5+2 CS42 C5+2 C5+2 +2 C5+2 C5+2 C-5+2 C5+2 C5+2 C5+2 C3+1 C5+1 Cs+2 C5+2 CS+i Ca+t C5+2 Cs+2 C5+1 Cs+1 es+i CS+t C5+1 C5+1 C5+1 CS+4CLO Jamb 8 8 10 8 10 8 8 8 !0 B 8 8 10 8 10 10 10 10 10 10 t0 70 10 !0 10 10 1p 10 10 10 P-hook 7+9 8+8 9+9 8+9 9 8+9 8+9 7+8 8+g 8+9 a+9 7+a 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 e+9 8+99+10 9+t0 9+10 9+t0 %!0 9+10 9+10 9+10 Design Pmssra +90.0/-ti1.6 01-104.5 +90.01-984 +81.61-61.8 +81.3/-61.3 +75,T/-787 +70.8/-T0.8 +66,5/-66.5 4Y 35' t9ad1S0I C5+2 C5+2 C5+2105+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 I C5+2 C5.21 C5+2 C5+2 C5+2 05+2 95+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+f C5+4 C5+2 C5+2 C5+1 C5+1 C6+2 C6+2 DLO Jamb 8 8 1a e B 8 10 8 8 8 10 8 8 8 10 a 20 10 W iD 40 10 t0 t0 In 10 10 10 t0 70 t0 10 PJ�ook 7+0 8+9 8+9 8+9 7+6 B+B 8+9 8+9 7+8 6+9 8+9 8+9 7+8 8+9 8+9 45+9 8+9 8+9 45+9 9+9 45+9 8+9 8.9 8+8 9+70 9+15 9+10 9N0 9+1p 9+10 9+tp 8+10 amign Prossere +90.01-lp2.9 +9001-980 +87.3/-97.3 +80.01-80,0 +7381-73.8 +686/-88.6 +64.0l-64.tl 16507-60.0 ae' °t" rlaemsie C5+2 C5+2 C5+3 C5+3 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 CS+2 C6+2 C5a2 C5+2 C5+2 C5+2 C5+2 C5+2 = DLO Jamb B 1 a I to I a e I a to 1 8 e I a to a e a 10 a YD to 1 Yo I to 1a 1a 1a 1D to to tD 10 to to m to DLO WIDTH P-hook 7+8 1 8+9 1 8+9 1 45+9 7+8 18+9 8+9 1 8+9 .7+8 8+9 8+9 8+8 7+e 1 6+9 8+98+9 8+9 I 8+e I B+9 1 8+$1 B+9 L8+$1 8+9 1 a+@ 9N0 9+10 9+10 9+10 9+10 9+70 9+10 g+10 NOM.PANEL WIDTH-7" Mao.Pressure +83.01.83.0 +77.2/-77.2 S,,, 4r HeadlSin C4*2 C4+2 CS+3 05+3 Cd+2 C4+2 C5+2 CS+2 Cd+2 C4a2 CS+2 C5t2 C4+2 C4+2 CS+2 05+2 DLO HEIGHT= DLO Jamb 8 8 B B 8 8 8 B 8 8 8 8 8 8 8 B P-hcck 6+7 7+8 7+B 7+a 7+87+45 1 7+87+8 7+6 1 7+a 1 7+8 1 7+8 7+5 7+8 1 7+8 1 7+8 1 DOOR UNIT HEIGHT-10.125" optinPros80m +79.21.79,2 +73.31-73,3 +66.01-66.0 +60.01 .o Not available In these sizes b0' S3" Hea1/8tn C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 05+3 C4+2 G1+2 C5*3 CS+3 C4+2 C4+2 C5+ cs+2 PANEL HEIGHT= DLo Jamb e e e e e e e e s e a e e e s B DOOR UNIT HEIGHT-1,866" P-book 6+7 7+45 7+8 7+8 7+8 7:B 7+8 11 7+57+4 7+8 7+8 7+e 7+8 7+a 7+B Q= EXAMPLE ON SHEET rRobut:r REV15EP m coaspiringwith the R.Adt 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. rait9.1i.ir c4de Interlock P-hook Lockstile @ Jamb Straight AstragalLackstile @ 90'Astragal Lockstile @ 135'Astragal Lockstife @ AcOislaoet No 1L-?G1. •e3 Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal E.Fkatioa D+rro 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-dutyStile Standard Astragal Outside Corner, Inside `11kdr'. rerCrrfdi F7`�ta�,��_J1 Outside Corner Corner FTL :133-1 inside-- Inside Corner Corner Outside Comer Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) Part#61(x2} Part#61 Fart#61 Part #67(Astragal) Part#61 Part#118(Corner Part#120(in.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) NOTES: 1)POSITIVE PRESSURES IN TABLE 2ARE 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 OF IS 90.0 PSF MAX(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. TOH LENGTH3)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 OH RATIO 1WATER INFILTRATION. -- 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 LENGTH 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, OH RATIO= OH HEIGHT = y 6 1/ - SEE NOTE 3 r,'•• 1 �.n r 10707ECHN0L DRlvEyff. DPANDANCHORAGE c"t -."rw'it37; N.VEMCE,FL 3dT761!e -•C�. �%•..;, (94ry4so-rmo SERIES 1STt9 ALUM.SGD-iVON IMPACT SJR ZWf4 H a., carr:OFAtr7N.A2 M scn-s7a NTS - d 22 � PGTOf28 B P.E.#MILLER, A.LYNN MILLER,P.E. 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 • 90' 96° (+)Design OH LENGTH Bo" 84F� the Stile/Astragal types shaven (Flet or Box,see F 69-718"DLO 73-7/8'01.0 79-718"DLO 65.7/8'DLO Pressure,psf = below. iced by(+)le may be Sheet 17) (7 limited by Table 3A. AnchorType Anchor Type Anchor Type Anchor Type 1 2 3 4 1 2 3 a 1 2 3 4 1 2 3 4 Flush-1-112" see note 3 = O OH RATIO 2 1 Design Pressure + + + + Low-2-1/2" +46.67 = 24' 17" Head/SBI C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4° +60.0 O DLO Jamb B 8 8 8 B 1 8 1 8 1 8 8 1 8 1 8 1 8 1188 7+8 8 87+8 High-4' +90.0 P-hook 6+7 7+8 7+9 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ SEE NOTES 1-3 Design Pressure +90.01-159.5 +90.0/-150.3 +90.0/-138.2 +90,0/-128 30' 23' Head/SBI C6+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 CS+1 C5+1 C8+2 C6+2 C5+1 C5+1 06+2 C6+2 OH LENGTH DLO Jamb 8 8 70 8 B a 10 8 8 8 10 a e B 1 10 1 8 OH RATIO=OH HEIGHT P-hook B+g 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 19+1019+10 8+9 9+10 9+10 9+10 NOTES: Design Pressure +90.0/-139.4 +90.0/-130.9 +90.0/-120 +90.0/-110.8 29' Head/SIII C5+2 C5+2 C6+2 C8+2 C5+2 -2 C6+2 C6+2 C5+2 C5+2 C8+2 C6+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 8 8 10 B 8 B 10 8 8 8 10 8 8 8 10 8 P-hook 1 8+9 9+10 s+to 9+10 8+9 19+11)19+1019+10 8+9 19+1019+1019+10 B+s 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 +90.0/-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" 35' Head1S61 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 05+2 C6+2 C6+2 c6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). IL 42" DLO Jamb 8 B 10 a 8 8 10 8 B 8 10 8 B 8 10 8 SEE TABLE 3A. P-hook 8+9 9+10 9+70 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 B+g g+10 9+10 9+10 o Design Pressure +90.0/-115.7 +90.0/408 +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" HeaNSill c5+3 C5+3 C8+3 C8+3 C5+2 C5+2 C6+3 C6+3 C5+2 C8 CB+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 10 8 8 8 10 8 B 8 10 a 8 8 10 8 P-hook B+9 9+10 8+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 B+9 9+10 9+10 9+t0 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 +63/-83 1 +77.2/-77.2 +69.8/-69.8 +62.6/-626 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT " 47' Head/Sill C4+2 C4+2 CS+3 CS+3 C4+2 C4+2 CS+2 C5+2 C4+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 B 8 B 8 8 B 8 8 B 118 8 8 P4=k 8+7 7+8 7+g 7+8 7+8 7+e 7+8 7+a 7+8 7+8 7+8 7+e 7+a 7+8 7+8 7+8 4 SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND Design Pressure +79.2/-79.2 +73.3/-73.3 +66/-66 +58/-68 ) 53° He Sill C4+3 CA+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. 80' DLO Jamb 8 8 8 6 8 B B 8 B 1 8 8 1 B 1 B 1 8 8 8 P-taok 1 6+7 1 7+8 1 7+e 1 7+8 7+8 1 7+8 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 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. PR DLO HEIGHT=DOOR UNIT HEIGHT-10.125" "--nocraevb1+ re»�r1ke t►e 1w�ding Gude Fkft PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" accrpt.ece No Eapirpi.m 0.re�!� 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. 6 rte` Chu„ Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ �Farf(Mr. aclCmerd 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 AstragalOutsideC Outside Co e . Corner Corner Inside � •.t'.• .;,r,';,',`.r,'•� Comer Outside '.,�T�". •1%( ''; inside CCr Corner �tGEri^`c'•.�jo Part 461(Stile) Part#62(Stile) Part 1 (Out.) Part#61(Stile) # Part Part =•1; : Part U12020(In.) No 587n5-Part#61 Part#61 Part#61 Part#119{Corner Parts#31&#32 Part#61 � Y #68(Astregal) Receiver) (Corn.&Fxd Mount) 16 STP rE a to7o7Ea6voLooroRlvE DPANDANCHORAGE AVENICF,FL 31276 ao.aay. o..: wpm: f3W}ae0-1600 SERIES 670 ALUM.SGD-NON-IMPACT ''' ! •' oav� a"' A.LYNN MILLER P.E. ci°y 0e4 fJitlaQB °'°` CERT.or Aura stems acD 670 NTS 8 22 PGT0128 B P. JR 07!10/14 E. 58705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, "C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10 BEESPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5' DETAILS, FOR ASTRAGAL EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C6" SHEET 10 FOR INT K 24"M C. NOTE, INTERLOCK CLUSTER,SEE THIS POCKETS AND 60"NOM. SHEET SEE POCKET g P-HOOK PANEL WIDTH DETAILS,SHEET 11 x x xx ( ) ------- _ x x x x / x x x x x 6 AX. JAMB f x x x INSTALLATION, MOUNT i 6"MAX. (oj t x x x x x xx x xx x x x x AD ER I 1 L I� THIS SHEET ANCHORS DWAY j l O 3"MAX c &SHEET 14 BETWEE P-HOOK i ® I I 4 PA SOF \ ANCH S&AT 3" 1 I o x=FRAME x x ANC ORS F OM TOP& i rc ®i ,I 0 ANCHORS 96 (TOT 8 BOTTOM o f4" I i I 1 o UNIT 27"M� ANCH RS) >? MAX.D.C.' HEIGHT D.C. PER J MB 4.051" 8"MAX.TO OPENING y a ® 14"MAX.O.C. 0®=P-HOOK x SEE AMB EDGE OF POCKET SEE w a O ANCHORS x DET IN ALLATION i o n ® ' Z BEL L DETAIL 'Jc'&'Kc', m m o=P-HOOK END PANEL SHEET 1 &PART ¢ I®I ;0 MOUNTING ANCHORAGE DETAILS' '&K', i u j j IO I r 3•MAX. ADAPTER x x 24"MAX. (2 ANCHORS) SHEET 1 OR $ J--k® I I y ANCHORS x O.C. P-H K L-_-- 6-MAX. lo�—� % x x x +2" ANCHOR x, x x x x x x x x x x �END ANEL END PANEL x, x x x x 6"MAX. HORAGE SEE ANCHORAGE CHORAGE ^� x x x x x x x' x x ��".2• �^ TCH BELOW) (SEE SKETC ELOW) ^+2^ �'+2' '+2' ANCHORAGEANN CHO E • CENTERLINE 6" ••T'P- ANCHORAGE ANCHORAGE ANCHORAGE G OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL,2 TRACK,90"OUTSOE CORNER-pXXrXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: i O.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 ONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ,I 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 EE EXTERIOR HEAD OR SILL IF A SPLICE i Id CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 41^ —� 60" OCCURS AT THE P-HOOK. •I INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER NOM. MAX. PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. I WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. 1 FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 564" r•complying Wilk the Florid& "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Accepr•dce No - Z V CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 6"MAX EyQ�dr stile 3.5" ccr re"urveoF 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 C0'�o1 OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "+2"ANCHORAGE ANCHOR PAIR REQUIRES SEE"C5"CLUSTER END PANEL ; CENTERLINE CENTERLINE C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE i • I DETAILS,SHEET 11 �OF FOR ASTRAGAL OF (2 ANCHORS) 8. A INTERLOCK ASTRAGAL I 4.051" 3.5" MAX. ell EXTERIOR V CENTERLINE "+2"ANCHORAGE L�CENTERLINE +2"ANCHORAGE CENTERLINE I OF PANEL 3 I OF PANEL 4 OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS SEE rramey. o.m: eavrtnc a�"baR aL;EOF. ,.' �� By � 1070TECHNOLOGY DRIVE ANCHORAGE SPACING&EXAMPLE PLANS R!D?•.•.�.�.,.• N.VENICE,FL 34275 mr ;',\�`„•. .,.-Kr.A.-:� (94f}430.1600 SERIES 670 ALUM.SGD-NON-IMPACT ase.,um`e ® —B A.LYNNMILLERP.E. SOS70 a7 P.E.t58705, ow. CERT.OFAUIN.#29296 s� -22 P1 JR 0020/14 ASTRAGA SPLIC OCATION AST (FO ASTRAGAL OR ICE LOCATION 6"DIAG. IN LOCK IF NEEDED TERLOCK—I CONDITION,US I CK IF NE ED 2.04' 2.04" TERLINE I CENTERLINE "C6"CLUSTER DET ) � 1.75" EXTERIOR 6"DIAG. 7" 7., 3.5" 21" �- 1.75" 4 "DIAG. 4"DIAG. MAX. D.C. EXTERIOR .04" .04" 2.04" 21" 5.64" MAX. �EIRIOR 3.5" 7^ E TEElRIIOR 4"DIAG. 7^ EXT�lRIIOR 7 3.5" O.C. v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 5.64" A)ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK aASTRAGAL OR INTERLOCK K (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER � ANCHORS ARE REQUIRED," ) ANCHORS ARE REQUIRED,"C5" ANCHORS ARE REQUIRED,"C6" FRAMEMEJAMB ANCHOR 6"MAX. P 4-TRACK ASTRA SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION W DIAG. FRAME JAMB INTERLOCK-�IF NEEDED INTERLOCK CONDITION,USE INTERLOCK�`IF NEEDED EXT ANCHOR PAIR CENTERLINE I CENTERLINE I C6"CLUSTER DETAIL) CENTERLINE 3 5" 2.04" 3.5" 7" ANCHORS MAY BE INSTALLED o I 21" EITHER IN THE EXT.OR INT. 2.04^ 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08" 4.08" O.C. I I 2.04" 5.64^ NOTES: EXTERIOR EXTERIOR 4"DIAG. EXTERIOR 3.5^ 1.ALL DIMENSIONS SHOWN 7" 7" 3.5^ ARE BASED ON MIN. 15 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 10, 3-TRACK FRAME HEAD/SILL 6"MAX_am ALLOWED. (aD ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK (a)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 SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY: REVISED INTERLOCK (FOR SPLICE CONDITION,DO NOT d ■ I'n with IW Florid, IF NEEDED INTERLOCK CONDITION,USE INTERLOCK SPLICE LOCATION �i.xc da CENTERLINE I CENTERLINE I CENTERLINE USE THIS DETAIL) AcccgamccNo/6- o�z o 1.7511 C6"CLUSTER DETAIL) 3.5" IF NEEDED^ E1N,�p,cr�z 3 3.5. 3.5" f 7" b� 'S .L PxN el Corbrai 2.04" 4"DIAG. 2.04" 4'DIAG.1 2.04" 2.04" 5.37"DIAG. 4"DIAG. 4.08" I 2.04" 4"DIA6. EXTERIOR EXTERIOR 7^ EXTERIOR 7^ 35" 3.5' ':;'_4,_;;'�.(•.�! 15 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADlSILL 4-TRACK FRAME HEAD/SILL (�ASTRAGAL OR INTERLOCK (c)ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK_ (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION •.•.�:�rRIOF..•'r.. w.wwc 1070TECHNOLOGYORNE ANCHORAGE,EXAMPLE CLUSTERS N.VENICE,FL 31275 tae M41)480-1600 FP=72 SERIES 670 ALUM.SGD-NON-IMPACT �" '' °iKpMa RO° A.LYNN MILLER,P.E. °JR X0114 �etl8° '-1 Corr.OFaurN.x29295 ® SGns70 NTS 10 ^r 22 PGT0128 B P.E.#58705 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04° NOTES: INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN ?4'DIAG. 4"DIAL. 8.94" ARE BASED ON MINIMUM 6.12" 6.12" 3.5' 3.5" ALLOWED. INTERIOR 7 INTERIO INTERIOR 2•DETAILS DEPICT ANCHOR INTERIOR QUANTITY AND SPACING, 90° 3. " 90° 3. " ° EXTERIOR 1 0 AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4" 3.5"° 4" 3.5"° 3 " EXTERIOR 2.04" EXTERIOR 2.04" 7 2,04" EXTERIOR 4" 2.04" 7" 4" "+1^ANCHOR EXTERIOR 8.94" 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRAC7K FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HE CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,"04") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") 4.08" "+2"ANCHOR INTERIOR �/ EXTERIOR INTERIOR 4.08" "+1"ANCHOR 2.04" 4" 7.4 V' 4"DIAG. INTERIOR 3.5 INTERIOR 90 7^ 135° 3'S^ CENTERLINE EXTERIOR .3 3.5^ OF PANEL 4.06" ° 4.08" +3"ANCHOR 5.37"D AG. 5.37" AG. 7" CENTERLINE 2.u4— 3.5" 4" 3.5'° 4 OF PANEL 4"DIAG. EXTERIOR EXTERIOR T' 4 INTERIOR ON "+2'ANCHOR °3.5" 90°CORNER 135°CORNER EXToR VIEWSALL CENTERLINE 10, 7' 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL I— ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OFPAN AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT OERIR6.12" INTERIOR 2.04" PRODMrREVISED 2.04" 3.5" ngly%g with the Flodak 6.12" CENTERLINE Accept.a,eN. /�-e675•b� EXTERIOR 5,88" OF PANEL EtpirtMiaw Datc,��' INTERIOR INTERIOR 4" 35" 135° "+3"ANCHOR 2.04" DIAG. 7 G 3.5" 4.08" 6.12" 8.12" 7" EXTERIORIAGq 2.04" .5" 4" 4"DIAG. 3.5" 3.5' ��EN EXTERIOR 4" TERLINEEXTERIOR 2.04"90°CORNER 135°CORNEROF PANEL = "I 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 w. AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) 6 .tee f0707ECNNOL00YDRIVE ANCHORAGE,EXAMPLE CLUSTERS .-N0—m3.. ,r,•,. N SERIES 670 ALUM.SGD-NON-IMPACT (BJf}180-1800 9'a' 0°^'1mN° fdir A.LYNN MILLER,P.E. JR 02!20/14 CERT.OFAUIN.#29796 ® SOD-670 AITS 1� °t 22 PGT0f28 B P.Exsa7os 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 TSEE 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 1/4" 1/4" 1/4" 1.ALL DIMENSIONS a MAX. MAX. MAX. SHOWN ARE BASED o SHIM EXTERIOR r SHIM EXTERIOR SHIM ON MIN.ALLOWED. �] 2.METAL OR WOOD EMBEDMENT: 1NSUBSTRATES MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A. WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., 2X WOOD 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 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD "DIAGONAL O.C. Aw WOOD INSTALLATION Bw WOOD INSTALLATION Cw 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 6,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.)- SHEET 1 f SHEET 1 (1/4'MAX.) ., �.,.�. . .<..-:. :..,r,,. 1 (1/4"MAX.) }T ABLE A,SHEET 1 EXTERIOR I EXTERIOR EXTERIOR I EMBEDMENT:SEE 2-1/16"• 2-1/16"' �2-1/16" T 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 2-TRACK FRAME SILL 3-TRACK FRAME SILL4-TRACK FRAME SILL ow WOOD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE PRODVC TRBVIWD TABLE A,SHEET 1 ~I EDGE DISTANCE: "PtYfftwitl tk Fbtldt fiv SEE TABLE A, a �ecc No O 2 .b3 1 METAL TYP., SHEET 1 EMBEDMENT:SEE sa rurim D�I� TABLE A,SHEET 1 J ' EDGE DISTANCE: SEEANCHNOTE 4, HEEOTR EDGE DISTANCE: O SEE TABLE A, y�jyp. plc 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 2-1/16" SMS ANCHOR TYP., �jl 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 ` EXTERIOR I O EXTERIORTABLS A,SHEET 1 EXTERIOR METAL BEYOND THE - rt�0 1 LYNN..ee'�•' 1/4"MAX.SHIM F-- fL �7 SUBSTRATE Z �'OEN�F •' P ' V 1/4"MAX.SHIM —�F�- 114"MAX.SHIM I-� �•Qt i Ny 62,705 2-TRACK FRAME JAMB ga 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Iw — Vlv WOOD INSTALLATION Hw WOOD INSTALLATION METAL INSTALLATION awmer. o"a: re�sro"aoe�: �I f� 1070 TECHNOLOGYDRNE ANCHORAGE DETAILS ��` '$ �6 `�4,; eg o.n: emawe •••. ,°COR10P••'"[� : N.VENIC&R 34275 rm '.r`•r ...... Rew�c �1MB&1600 SERIES 670 ALUM.SGD-NON-IMPAC T %�I �O': JPA s� A.CYI4WMILLEFt.b�.E. ey a02 p`tlia° °ems CERT.OFAUTH.929295 ® SGD-B70 NTS 12 d 22 PGT0f28 B P.E.#58705 JR 01/20/14 INSTA6CATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CRETE EDGE DISTANCE:SEE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 TABLE A,SHEET 1 C CRETE CONCRETE SHOWN ARE BASED R TABLE PE TABLE PER TABLE ON MIN.ALLOWED. A,SHEET 1 2-1116"' 2-1/16"' 2-1/16"' A. HEET 1 A,SHEET 1 1/4" EXTERIOR MAX `DIAGONAL O.C.IS a T 1 't [� SHIM OR 6"(JAMB)SEE EMBEDMENT: 1/4" EXTERIOR 1/4" EXTERIOR I 0&DETMLS,SHEETS SEE TABLE A, MAX. a MAX. a SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCH TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NO ES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1. TABLE A,SHEE 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 E 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD Ac CONCRETE INSTA TION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION NCRETE ANCHOR TYP. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X S & BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A, 1 ANCHOR NO SHEET 1 jTABLEA,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHO S ANCHOR SEE ANCHOR NOTE5,SH OTE 5, NOTE 5, S EET 1� SHEET 1 1 (1/4" AX.) (1!4"MAX.) J 1 EXTERIOR EXT RIOR EXTERIOR 2CONCRETE -1/16 2-1/16"' �2-1/16"' PER TABLE EDGE DISTANCE: CONCR E EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER T LE SEE TABLE A,SHEET 1ql PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SH Tl EMBEDMENT:SEE TABLE A,SHEA,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTAL TI Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 ~ EMBEDMENT:SEE PRODUcralEVISED TABLE A,SHEET 1 �� EDGE DISTANCE: Id .hh dm Flamm EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, AeceprieeeN.14-cb2 .03 EMBEDM :SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 Exp nNm.D.Ic �y TABL SHEET 1 TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, h PROPER SECURED EDGE DIS TA E: NOTES&TABLE A, SHEET 1 !DSdr rad■nCaoYrol SEE TABLE A, SHEET 1 1X WO BUCK TYP., SHEET 1 SEE i CHOR NOTE 3, CONC./CMU ANCHOR SHEET 1 _ TYP.,SEE ANCHOR PROPERLY SECURED NOTES&TABLE A, CO C./CMU ANCHOR 1X WOOD BUCK TYP., P.,SEE ANCHOR SEE ANCHOR NOTE 3, CONCRETE SHEET 1 CONCRETE OTES&TABLE A, OR CMU OR CMU ERIOR SHEET 1 CONCRET SHEET 1 PER TABLE EXTERIOR I " PER TABLE ,�ti hi�Y•i�;.�!v/i��'��i, OR CMU EXTERIOR rI A,SHEET 1 I A,SHEET 1 �J SHIM I"— PER TA E ' M1 v�1' cG" 6p A,SH Ti 1/4"MAX.SHIM F� 1/4"MAX.SHIM �— �'-�i•: Io.�`-''/05 2-TRACK FRAME B 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB = x c CONCRETWfMU INSTALLATION He CONCRETE/CMU INSTALLATION c CONCRETE/CMU INSTALLATION p",wey. ovm: teems a®4� ,—_b .• ,' 1070 TECHNOLOGYORIVE ANCHORAGE DETAILS :%.,'. N VENICE,FL 34275 er omt a"H.m,.sG. (941/eeO-1600 SERIES 670 ALIM. SGD-NON-IMPACT iSSI Pdtt`Y "`' s• 0mih ass: Hie1O n""+ar+a 101' A.LYIiI/J�h11LLEI,P.E. R X14 " DB1a CERT OFAU7N.1SZ8296 ® SGD•670 NTS 13 n 22 PGTO128 B P.E.#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 FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE Oo o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, TABLE A,SHEET 1 ALL APPROVED (ALSO SEE TYP. 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 28 SHEET 1 ADAPTER CONC./CMU AND P-HOOK EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., J7 ANCHOR TYP.,SEE v P-HOOK ANCHOR QUANTITIES. SEE ANCHOR NOTES ANCHOR NOTES&TABLE 8 TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. 2DGE MIN. A,SHEET 1 ILLUSTRATION,SHEET 9) � EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS Aa 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 CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU 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 BEYOND THE METAL ANCHOR NOTES A,SHEET 1 AANCHORNOTES&TABLE SH E SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT y' (ALSO SEE TYP. r (ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9) ILLUSTRATION, SHEET 1 2e ! SHEET9 1 EMBEDMENT: J ) Prso®uCraEvp SEE TABLE A, EDGE DISTANCE:SEE 4W eP SHEET 1 TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE Acarwa.ac no IG-062q-a3 E><rfntLe Dntc chi 30 + 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP.,SEE J L &TABLE A,SHEET 1 ANCHOR NOTES&TABLE v (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19#21,#23 OR#25, �\qC, .,.•„•.•„�� .�, i METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR .•;rN c•'•. E (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT �'•' FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY Pio.0;8105 i RovW By f.. R� 1070 TECHNOLOOYORIVE ANCHORAGE DETAILSReadBr. C�,••. F, N.VENICE FL 54275 iw: •.. wa: R"Ntlda• SERIES 670 ALUM.SGD-NON-IMPACT /ear}4eo+soo sew R� A:LYNN MIL'L'ER,P.E. CERT.oFAu1H.#01Ma sco s-o NTS 14 22 PGT0f28 B P.E.#58705 JR 02/10/14 I CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH DLO TYP.PER TABLES 1� HEADER DETAIL W, WIDTH NreRIOR SHEET 18;INSTALLATION DETAILS'Aw'&'Ad,� EXTERIOR SHEETS 12&13 90" PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2% TYPE pS' 'AS' TYPE SHEET 19&CORNER A, ♦c ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX. PANEL / MAX. HEIGHT INTERLOCK DETAIL PANEL / DLO PER 'M',SHEET 19 HEIGHT SEE WIDPER YP / HEIGHT ,TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 JAMB DETAIL'G3',SHEET x 18;INSTALLATION DETAILS I X X X 'Gw'&'Ge.SHEETS 12&13 90" SILL DETAIL-D',SHEET 18;-7/ 1 INSTALLATION DETAILS EXAMPLE:90° INSIDE CORNER,4 PANELS-)(X/XX 'Dw'&'Dc',SHEETS 12&13 I i I SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8X1" #10 X 1-1/2" PH SMS FRODUCfREVISEO PH SMS s compl7ing witY the Florfde Iruofinq Cwk Acc�(oee No /�_(J-6525•G7J F.apiratlu DRe�� L lsc. 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. 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. •a `870; 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. Lbb: n"wr�e: 107OTECHNOLOGYORNE ANCHORAGE DETAILS/EXAMPLEELEVATIO `', •.r��>;>;,,r,... - '. N.VENICE,FL 99275 Jnr ry91}a5o•leoa SERIES 670 ALUM.SGD-NON-IMPACT '' ,'•'.`«`I� '='�`�� rne,rn ey oar oem: ® B A.LYP.E.#58706 P.E. j JR 02!10/14 cERr.ovaunt�zszss 8.70 NTS 15 d 22 n..o-q POT0128 } CONFIG. EXAMPLESINTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SIA�l 5 "-,M',SHEET 19 OPERABLE JAMB DETAIL'IST,SHEET 18; <1 '�--INSTALLATION DETAILS'Gvv'&'Go',SHEETS 12&13 XED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL W,SHEET 1 MAX. -133%SHEET SHEET 18;INSTALLATION DETAILS*Ll*& 18;INSTALLATION DETAILS INSTALLATION DETAILSAw&Ad, DLO JAMB DETAIL 'G3', &Go', LZ SHEET 19 'AW&'Ad,SHEETS 12&13 SHEETS 12&13 WIDTH- ,-18;INSTALLATION DETAILS SHEETS 12&13 TYP. 'Gv/&'Gc'.SHEETS 12&13 90, PANEL PANEL PANEL PANEL IOR INTERIOR TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL R' L' TYPE TYPE 7 D' 'A' MAX. TYPE TYPE W V.SHEET 19 ICS, IQSI MAX. I I NOM. UNIT /i UNIT 90*OUTSIDE CORNER PANEL HEIGHT SILL DETAIL NOM. HEIGHT DETAIL'Nl'.SHEET 19& WIDTH TYP. PER V,SHEET CORNER ANCHORAGE (�7 MAX. AX. PANEL PER PER SEE TABLES M SEE SHEET11 &1 PA T3 Y C N P WIDTH Typ C" EX 'OR INTERIOR INTERLOCK I TR ERL"r OC M'-SHEET goo OUTS K OUTSIDE "I E D 1 1 ETA L 74 CORNERAN( SHEET 1 1 INTERIOR EL PANE DLO 18; WIDTH TYP. TABLES TABLES 1-3 NOTE 2r- 1-3 IN DLO P ER NOTE 2r-. 1-3 INTERIOR STALL PER HEIGHT SHEET 15 'L S 1 SHEET 15 DETAILS HEIGHT ITABLES 1-3 'DvV&'De, EXTERIOR 0 x SHEETS 12 NOM.PANEL X WIC &13 x WIDTH TYP. X PER TABLES MAX.UNIT WIDTH X MAX.UNIT WIDTH lZI= 1-3 SEE FRAME&A PANEL CORNER MAX.UNIT WIDTH LAILV,SHEET 18: CONSTRUCTION EXAMPLE:OXXX SIL DET INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK) 'DW&'Do',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX,(2-TRACK) ASTRAGAL DETAILS'Ll'& INTERLOCK DETAILV,SHEET 19 JAMB DETAVIV,SHEET 18;L2,SHEET INSTALLATION DETAILS'IW& INTERLOCK DETAIL'M',SHEET 19 'to',SHEETS 12&13 HEADER DETAIL ---JAMB D ETAIL�'&�'K%SHEET W,SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL-12%SHEET 18;INSTALLATION HEADER DETAILV,SHEET 'Hw'VHc%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 PRODIXfREVISM PANEL PANEL =!m=g with the tudu PANEL PANEL PANEL PANEL PANEL PANEL 14-64 F�F 3 TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE W V T' -F- MAX.UNIT NOM. W w NOM. UNITMAX. 4 —AA41 HEIGHT /I /I WIDTH TYP PANEL PANEL h HEIGHT PER WIDTH TYP. PER 3 TABLES MAX. SEE PER w SEE MAX. PER TABLES 1-3 DLO -3 9� DLO TABLES 1-3 NOTE 2.- TABLES 1 a. --NOTE 2. 1-3 LLHEIGHT SHEET 15 SHEET 15 HEIGHT 0x x x x x x 0=j - ----- EXAMPLE:0X>0(p SILL DETAIL'S',SHEET 18:_;;, EXAMPLE:XXXO SILL DETAIL'I",SHEET 18; (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS R.4*- EW VEC',SHEETS 12&13 'FW&'Fc'.SHEETS 12&13 ...... or io7vTIEcHNmoGyoRiw EXAMPLE ELEVATIONS N.VENICE,FL 34275 SERIES 670 ALUM.SGD-NON-IMPACT MEW — A. JR SGD-670 NTS 16 22 aw, CERT.OFAUM.#29296 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILEASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER BO RECEIVER 135 RECEIVER 35 RECEIVER TYPES OUT IN WIHANDLE WI HANDLE W/HANDLE W/HANDLE W/HANDLE WIHANDLE WI HANDLE W/HANDLE #118 #1,8 #31 #31 #120 #11 #61 961 SINGLEL TR TQ TC TA TV TW INTERLOCK � F PP K INOXMT ^ SINGLE / _ / C J Q S� SA S11/, INTERLOCK �j �� (BOX" E P A v VVV l V f�Y w IN FIXED S S FD FC FV FW STILE RR R m Sm /B�,M LOCKSTILE D A J J W/HANDLE I�/I 1eDXD0T1 /mxdl a ASTRAGAL / p PANEL NOTES: LR BOX OUT } W/HANDLE (soXOM 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL F— ASTRAGAL A I SIZES&DESIGN PRESSURE. IJ.) BOX IN /V LEFT 41NTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J W/HANDLE teDXnn PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F- ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. BOX OUT (BOXam reoxD+m 3.90°ASTRAGALS EI USE HEAVY-DUTY STILES PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR CORNER RECEIVER(#118)AND EITHER WASTRAGAL ❑_ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER BOX IN r T ASTRAGALS. J taD%cu+� (6dYM) 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNERT CI 90 LOCKSTI (#61)AND CORNER ADDON(#31). J W/HANDLE#120232" LL! SILL RISERS OPTIONS 232"#120 -1 r--- EXT CORNER n T QS Z W HANDLLOCKSTILE �( Q WI HANDLE#119 -+1 F•� 232" EXTERIOR EXTERIOR .232° II .062' EXT CORNER#61 EXTERIOR EXTERIOR a .062" 1�3 4.055' 90 RECEIVER CT CS a a •062' 3.305' PRODUCE REVISED W/HANDLE #118 2.555" u cosplying wii6 tfe t7oedQe INT CORNER ; AT AS DF 1 567" ,J`� 90 RECEIVER '052' � Acecpcmce Na 06 Z 3 Wl HANDLE Espirwbn 41< EXT CORNER /'� 18,SILL RISER FLAT' 20 SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT 90 RECEIVER -�' CF FLUSH,1-1/2" GLOW,2-1/2" OMEDIUM,3-1/4" OHIGH,4" #61 ---j I~ .750' EXT CORNER #31 VT VS VF 750' EXTERIOR 135 RECEIVER t-+- I WI HANDLE #61 EXTERIOR EXTERIOR I 750° EXTERIOR a .p62" INT CORNER #31 IA/T W3 WF --�{ .906" a .�2" 4.D55- 35 RECEIVER `/�/ a I a '062" 3.3105" 1 WI HANDLE #61 .062• J.5 J. -J. :f�i':�•,•.r•. 1.587" � ,• .; LYSti I�; �i LL SER,BOX SILL 19' SILL FLUSH,1-1/2- BOXI' SILL221 LOW 2-1/2,BOX 23 MIEDIUIM,3-114" 25 HIGH 4"ER.BOX c Jy NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 1070 TECHNOLOGYDRIVE PANEL N.VENICE,FL 34275 R—Br. Dm,: (911}480.1600 SERIES 670 ALUM.SGD-NON-IMPACT ' '`r�i�'r'''...• �:••�- A.LYNN'P;1ILLER P.E. O1 R 02/20/14° D"O�DP CERT.OFAUTH.#M96 ® SGD670 NTS 17 m 22 PGTO128 B P.E.#587 JR 05 02 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) e0 OR 61 105 LOCKPART 17 FULL LENGTH 14 75 8107-t10 It M.OF JAMB 5 G3 60 OR 61 16 5 EG1oR s1 2-TRACK JAMB 2-TRACK JAM (SHOWN 5 SEE DETAIL Gt CLIP#105 WITH FOR FIXED 6-LONG OPERABLE PANEL CLIP LOCK PART105 @ W/RETAINER#106 ) 75 8 toARTMIDSPAN (SHOWN WITH PANEL FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 113 75&10 11 103 FOR FIXED 5103 60 OR 61 PANEL CLIP EXTERIOR 14 15 5 12 16 17 123 FULL LENGTH 4060 OR 61 G2 EXTERIOR #10 X 3/4^ OF JAMB 2-TRACK JAMB 2-TRACK JAMB I�LEXTERIOR EXTERIOR FLEXTERIOR SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN 1�/J W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB 6"LONG (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH IE (SHOWN WITH 12 (SHOWN WITH MID@ 60 FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ,DEXTERIOR 15EXTERIOR 2 \// 112 1 3 4 45 5 W113 5 113 5 52 51 69 69 69 EXTERIOR EXTERIOR EXTERIOR 53 a a a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK e4-TRACK MAX.UNIT PRODUCrREVISEO OPT.SCREENFRAME HEADFRAME HEAD C FRAME HEAD HEIGHT PER -x—pytwtlylb.FkeAk TRACK TABLES 13 k ai.mC k A=No /6-Olz .03 Eap+�•�edae as. 53 69 69 69 lS EXTERIOR EXTERIOR 52 51 72 OR 73 a 72 OR 73 � 72 OR 73 46 11 113 9 10 11 11 48 47 c 8 EXTERIOR 112 5 113 113 a 5 5 YIVF! 2-TRACK W/SCREEN 3-TRACK \:� '•,,;'. 4-TRACK y,,:.:I:; '::,P FRAME SILL \_EFRAME SILL FRAME SILL .ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 1070TECIINOLOGYDRIVE VERTICAL SECTION DETAILS �`• `"�r'-°- ''� o.m ro�nam N.VENICE,FL 34275 me Y:.�.•'fiI-`+FIJI>..'•��`.. SERIES 670 ALUM.SGD-NON-IMPACT s.rvm.c � -7rtar A.LYNN MILl:Ef2,P.E. CERT OFAU7H.A29296 ® sG0-670 NTS 18 d 22 PGTO128 B RE.#58705 JR 0220114 L ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR g1 113 118 *ill 28 30 7 113 27 63 11 103 62 111 63 60 OR 61 600R 61 29 65 14 120 65 5 VV EXTERIOR 111 62 nIOR EXTERIOR \/ P-HOOK FOR FLAT SILLS v P-HOOK FOR BOX SILLS EXTERIOR INTE (EXT.OR INT.MOUNT) EXT.MOUNT ONLY C] INTERIOR 90° 60 OR 61 T LOCK PART 103 7OgK007-1 103 61 5 INTERLOCK M 14 ML 113 60 60 61 61 118 5 T�ITIZRIOR L 113EXTERIOR 113 113 103 119 EXTERIOR 7 g7 68 90'INSIDE TILES#60 WITHH HEAVY--DUTY STILESTANDARD ASTRAGAL#67 %STRAGAL S#61 N1 2 TRACK SHOWN CORNER N2 2 TRACK SHOWN S ITEM#61SH (HEAVY-DUTY WITH STANDARD 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 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR Fnl moDUCCRmsED 4INTERIOR ac pl*g itk FWAk 135° 5 Ampw� No /6-y�ZS•��a IOR EirirNlr w« 2p .�'DTIV P «Coopol 11 7 135° 14 5 61 32 103 61 32 EXTERIOR 11 5 LOCK PART31 103 61 EXTERIOR 7 �,1 ....!r'.1.t,,',� 75 g 107-110 14 E 135°INSIDE CORNER 02 2-TRACK SHOWN r,_t, 135°OUTSIDE CORNER of 2-TRACK SHOWN ftrvsCBY• �: RaW(ma G°„hm°re ,.1.�• �'�1/� `I/L�._ 1070TECNNOLOGYDRIVE HORIZONTAL SECTION DETAILS,CORNERS '••.,Fr�,�;;,1,.,..•'�.;- N.VEMCE,FL M275 - ••. -�,:�-'' ' (941)4e0-1600 SERIES 670 ALUM.SGD-NON-IMPACT �•�:-...• •�:• swacart - - - R" A.LYAWMILL�R,RE, JRR 0220/14 CER7.OFAUTN.#28296 ® SGOA70 NTS 19 -22 PGT0128 B P.E.#58705 0 Item PO D # PGT# Description Item # DPG;# PGT# Description NOTES: 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE — 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 6t 17326 617326 PANEL STU(HEAVY DUTY) 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. 5 17314 617314 FRAME SCREW COVER --Si— 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEADtJAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 67 17329 617329 JASTRAGAL MIN.#10 SMS OR 3/16"MASONRY 8 17301 647301 2-TRACK SILL WITH SCREEN RAIL 08 17339 817339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX,O.C. 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP 6 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'X3)4'HIGH FIN SEAL DUSTPLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL,ROLLER ABBY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 817305 2-TRACK JAMB 74 SILICONE DOW-699,DOW-995 OR GE-7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 781M jGEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #1032 X 1'FL SS SCREW W/TYPE'F-TIP 17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL 21NC U-NUT 1s 17322 617322 BILLRISER-FLAT,FLUSH,1-1/2" 78 17358 617358 3116&1/4"BEAD 19 17319 817319 SILL RISER-BOX FLUSH,1-112' 79 117357 617357 1'IG BEAD 20 17321 617321 SILL RISER-FLAT,LOW,2-112" 60 17359 617359 7/16'BEAD 7 FIXED PANEL CUP 21 17318 617318SILL RISER-BOX LOW,2-1/2" 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114" 63 61745 1745 LOWE INC,112'X 1/16'SGL,SIDE AOR TAPE,POLYETH. 23 17354 617354 BILL RISER-BOX MEDIUM,3-114' 100 8052 48052 ROLLER ADJ.HOLE PLUG 24 17323 817323 SILL RISER-FLAT,HIGH,4- 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX HIGH,4' 102 1605 71698 DUST PLUG 26 17333 617333 POCKET P-HOOK 103 8186 78166X VKEEPER 27 7070 87070 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-6"LONG PRODUC f REVISED 29 17335 617335 P4iOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9/16' at-ro Plpiug xit6 the FiwW' 30 1 17348 817348 POCKET P•HOOK FOR BOX RIBER 107 1739 71739 HANDLE KIT•INTERIOR RAISED WITH THUMB TURN,USED WITH#75 hi1tlt""04k AtcpPt.�ct:No 6—�Gz •03 31 17378 617376 135 CORNER 108 4740 71744 HANDLE K{T-RAISED EXTERIOR HANDLE,USED WITH#75 A.Pk 32 1 17378 617378 135 ES MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED Wlhl#75 ITEMS 405ARE 3 ARE SCREEN PARTS: 110 1732 78178 IRANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 tib gCCUI�aA 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710X34PPSDAX#10X3/4"PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP,.270 X.170-FIN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 ,187'X230'FINSEAL 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX116PPX #10 X 1-112' 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X V 45 4317 612256 SCREEN TOP RAIL 118 720X1X #14-20 X 1'S.S. 46 4318 612257 SCREEN BOTTOM RAIL 117 72OXI 12X #14-20 X 1-1/2"S.S, 47 668' 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER 48 668 7SRAX STANDARD ROLLER-ST.STL, 119 17337 617337 190 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 8117338 190 DEGREE INSIDE CORNERASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 47352 617352 IFIXED PANEL RETAINER,718- 51 1692 61892 SCREEN SPLINE-.165' 52 1694 61694 SCREEN SPLINE-,150" 53 61816020 SCREEN CLOTH ..,t,y'- '.,l'I 54 1725 12X4 X 1/18'SET.BLOCK,NEOPRENE 65+1-6 65 1726 i'XT X 1118"SET.BLOCK,NEOPRENE SS+tS - - OF 1970TEChw0L0GY0RAlE PARTS LIST N.V&V1Ce,FL 34275 ree (At1}4861600 SERIES 670 ALUM.SGD-NON-IMPACT .'c-'''�i'.--��'•�.f: OFA JR 1 Z2W14 �; tRK 02MV 6 SGD�TO MS ZQ a 22 A.LYNN MILER,P.E. PC,T1?128 � P.E.#58705 36" 5.069" 8.562" 1. �I 1.36" 0.080" -�{ 1.872' 1.2 4 11" LL1.505" 0.081" 1.019" 0.062" 0.081" 0.081" 2-TRACK HEAD t0 4-TRACK SILL SCREEN (6063-TB AL) (6063-T6 AL) a0 STILE Tj 6.198" (6063-T6 AL) 6.198" 6.52 ;] 0. 5.069" 0.080" 1.045" 1.211" 1.505" + 1 1.9Fw- 0.081" 0.062" O22 2-TRACK HEAD W/SCREEN TRACK-J O9 3-TRACK SILL J ��L -TRATE AL) (6063-T6 AL) to 2-TRACK JAMB STOPRSCREEN (6063-T6 AL) TOP RAIL (6063-T6 AL) 2-TRACK JAMB W/ 7.11)5" 6.221" 15 SCREEN TRACK 0.0801.505"" (6063-T6 AL) I-�- 0.875" -LLI I 1.211" -�{ 1.36" f 1.993" L ►-- 0.062" i 0.081" O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) ( ) 0.081" 48 6063-T6 AL SCREEN OBOTTOM RAIL (6063-T6 AL) 9.142" 0.081" 4.49" � 0.080" 311� I 1211" 1.505" 7.105" /RODuc r REVIsEo u n00*z with the Ftod& 9.141" h mN.itc.& 0.081" O4-TRACK HEAD OEylrmim Dalt 2-TRACK SILL Accept-. -�Oj (6063-T6 AL) (6063-T6 AL) Q,Ar tC 0.060" 1.514" L I T0.5320.760" " 1.260" 4� 0.060" 1.516" 1.990" i O5 FRAME HEAD/JAMB SCREEN FRAME SILL SCR18 EEN FRAME SILL SCREEN y ADD-ON 12 ADD-ON END ADD-ON 18 3-TRACKJAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 'f REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS "t> 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) aad• 1070TECHNOLOGYDRWE EXTRUSIONS N.VENIM FL 34275 t� I ,� r. ,, SERIES 670 ALUM.SGD-NON-IMPACT /94t}a6atsa9 -'" A.LYNN MILLER,P.E. D°"ner. °eQC Q1e°'Q�' �°' CERT.OFAUTH.#29286 ® SGD-670 NTS 21 1 22 PGTO128 B RE#58705 I JR OZ20/14 0.718" 0.83" 3.802" 2.304" JL� 0.752" �� 3.802" �{ ---10.752" { I LI 0.885" 0.574" 0.796" 1.163"� 0.062" p,080" 0.062" J 0.062" 0.264" 0.075" 0.233" FRAME SILL P-HOOK MOUNTING P-HOOK SCREW I�5 - 11 - 26 P-HOOK 2s zs 3s P-HOOK FOR BOX RISER SCREW COVER TRACK ADAPTOR COVER 0.080" 6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4- .155" 2.30- 2.30" 1.488" ;=F-j7 0.080" 0.830" 0.062" 1.600 0.133" 1.600 462"C 1.303" 080" 1.870" I 888" 016" 1.974" --] F 3.125" 0.325" 2.44" 3.125" ( Q 0.062" 31 135°CORNER 32 135°FIXED MOUNT so STANDARD STILE st HEAVY DUTY STILE (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) s2INTs5 ADAPTERLOCK INTERLOCK ER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" )+- 4.125" 0.075" 0.075" 1.645" 0.062" 1.304" 1 050" 1.050" 1.050" 1.645" 289" .611" 045" (V�`�Jy .849" 045" 0.125"" 0.281" 3.25" 67 STANDARD ASTRAGALse O HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 7s GLAZING 80 7116"GLAZING 78 3/16"&1/4" O O(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) O BEAD(I.G.) @BEAD,FIXED O GLAZING (6063-T6 AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) PRODUCT REvt6Ep 1.003" NWin cd. t4 FloriAa 1.03" Acetptvn No ! - 6 z .u3 4„ 5.621" E'PkMkn Bite C1 2e7,, p.757" fsL o.oeo,' I arm r 0.050" 105 FIXED 709' PANEL CLIP 0. 2.893" 0.133" 0.133" (6063-T6 AL) I I 1'498" 1.498" 0.863 0.080" .550" I�- OFlXED PANEL llf5.621" 4' 0.709" 123 RETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL 2.826, ;:;`:C',;..:. ....,'•.:-.�:, 0.080" -+I +-� (6063-T6 AL) 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL 119 90°INSIDE/OUTSIDE (6063-T6 AL) 108 RETAINER,9/16" CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) ilI Sy �; R" ,�, 1070 TECNNOLOGYORIVE EXTRUSIONS N.VENICE,FL 34275 io": - •' -By. (X"0.1500 SERIES 670 ALUM.SGD-NON-IMPACT I A.LYNN MILLER,P.E. JR M0/14 CERT.OFAU'M.p292B5 R:V. S LAI NTS 22 m 22 PGT0128 B P.E.#58705