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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 3 sd-7— "pg .3 (� BCIS Home j Log In User Registration ; Hot Topic Submit Surcharge Stats&Facts Publications ; FBC Staff BCIS Site Map Links Search RECE# ` Product Approval Iv f USER:Public User r v 2Q1� Product Approval Menu>Product or Aoulicatimr Search>Aonlication list>Application Detail FES PERMIT FL# FL251.1128 5t. Lucie CountyFL It W Application Type .Revision Code Version 2014 f Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived r -, Product Manufacturer I PGT Industries Address/Phone/Email '1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 2231B druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens 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 Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/25/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,-Number or Name Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use ` - - Certification Agency Certificate Approved for use In HVHZ:Yes FL25L_R2.8 C CAC 16 _G3.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A _Installation.Instructions- - Other:Please see Miami-Dade County Notice of Acceptance(NOA)for -FL251 R28 II 16-0629.03.pdf product performance Information,anchorage details,and anchor type, Verifled By:Miami-Dade BCCO CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 JSGD-670HP(Nan-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI-251 R28 C CAC I 0629.04.Pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 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 R28 Il 16-0629.04.pdf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 jiSGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.05.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 II 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 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.06.pdF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 Il 16-0629.06.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 jiSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.07.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.0 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 Il 16-0629,08.1)df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0-629.10.0f 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 od` 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.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: 251.9 SGD-3030(Large Missile Impact) lArchitectural Systems Aluminum Sliding Glass Door I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 L M.pdf 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=wGEVXQwtDgsEt2PTand5 bm... 2/25/2017 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 IT 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(NOA)for FL251 R28 IT 15-0612.07 SM.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports k Created by Independent Third Party: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL251_R6,28 C CAC 15-1210_07.pdf EApproved 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 FL251 R2.8 IT 15-1210.02,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 Created by Independent Third Party: 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-121Q.OI.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-1210.01.odf k 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.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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 I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/25/2017 M IAM 1•DADE MIAMI-DADS COUNTY 8 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 described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SGD-670"Aluminum Sliding Glass Doors w/901& 135°corners-NI APPROVAL DOCUMENT: Drawing 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-Dade County Product Control Section. MISSILE IMPACT RATING:None:Approved 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. NOA No.16-0629.03 M1AMI•DADE COUNTY Expiration Date: April 07,2020 o -Approval Date: July 21,2016 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.PGTO118 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-S970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idaimis Ortega, P.E. 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94. 4)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-5979,FTL-5980,FTL- 5994,FTL-6002,FTL-6034&FTL-6035,dated 08/10/09, all signed&sealed by Julio Gonzales, P.E. (All above test reports submitted under files#14-0123.11,#11-1018.17/#09-0826.13) 2. Reference Test reports on 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Reports NoFTL-7554,dated 11/01/13,signed& sealed by Marlin D. Brinson, P.E(This file has addendum letter dated 08/14/14&marked-up drawings dated 08/19/14&revised interior astragal marked-up Dwgs dated 11-11-13,all issued by Fenestration Testing 3. . Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18. 4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201,202 &203-94,issued by Fenestration Testing lab (Test report submitted under file#15-0430.08). C. CALCULATIONS (submitted under file#14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets 1 thru 67,prepared by PGT, signed and sealed by Lynn Miller,P. E. 2. Glazing complies with ASTME-1300-02,-04 &-09. 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 I None. F. STATEMENTS (submitted under file#14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014(5b Edition)and"No financial I interest",prepared by PGT, signed&sealed by Lynn Miller,P.E. 2. Letter of tab 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(51h 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 byBCCO. Is'haq 1.Chanda,P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07,2020 Approval Date: July 21,2016 E-2 SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLEA: 0 o Group Anchor Substrate Frame Min.Edget3.... INCLUDING POCKETS & 90 1135 CORNERS Member Distance GENERAL NOTES Concrete(min.2.85 sl) ad/SI I/amb t" 1 GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. t 1!4'Elco Ultroeon UCMU(d CMU,(ASTM,2 ks Jamb only 2-1/Y Grouted CMU(ASTM CAO,min.2 ksi rout Jamb only2-1IY, 2)DESIGN PRESSURES: --- _ Concrete(min.3.35 ksi)- -- Head/Sill(Jamb 1'- A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 1/4•Elco 410 S.S. ungrouted CMU,(ASTM C-90) Jamb only 2-112` B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. - _ _ - _CreteFlex P.T.Southern Pine SG=0.55) Head/Sill/Jamb V 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.85 ksl) Head/Sill 1' 1-3!s' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1!4•Elco ulh.con Ungrouted CMU(ASTM C-90) Jamb only 1' 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 9116" 1-318' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #12,18 8 or 410 Aluminum,6063-T5• Heed/sill/Jamb 318• 0.083' 4 3 (min.111hreadslin) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. S.S.SMS, steel A36* Mad/Silt/Jamb 318' 0.050' Gr. 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud.A653 3.75 33' Head(SBUJamb -1/2 0.0451' NARROW JOINT SEALANT. Concrete(min.3.275 ksl) HeadlsllVJamb 1-t/2' 1-3/8` 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 114'Elco IM S.S. Ungrouted CMU,(ASTM CAO) .Iamb only 2" 11-1/4° WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggre-Gator Grouted CMU(ASTM G90,min.2 ksl grout) Jamb only 2" 2` P.T.Southam Pine 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE SG=0.55 Headlslll/Jamb 1' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.L Southam Pine(SG=0.55) I1eadISi11/Jamb 9116" t-3ie 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 #12,Steel SMS G5, PJuminum,6063-T5° Head/Sill/Jamb ate" 0.063• (min.11 threadshn) Steel,A36' Head/511UJamb 318' 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,Afi53 Gr.33' HeadISrlVJamb 3/B' 0.0451' TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-0035, •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 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.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 PRODUCTRF.VWD 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 bio w""t►r Hodk MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT ISNOT TIGHT ELEVATIONS.....................15,16 A—VjP t� oLzy o3 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL!SILL TYPES.........17 Fsllrlete.uatep�n2.za2o REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18.19 (y., ( � PARTS LIST.......................20 Rime pap,P k , EXTRUSIONS....................21.22 TABLE B,SEE DETAILS ON SHEETS 4&5: STANDARDS USED: Glass Description(Listed from Exterior to Interior) -2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Type -ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION G1 3116"TEMPERED GLASS •ALUMINUM DESIGN MANUAL,ADM-2010 'v'•t I t I'+'/!i GIA. 114•TEMPERED GLASS * •AISI5100-07/S2-2010 G2 1'I.G.:3(16•TEMPERED GLASS+5/8"AIRSPACE+3116'TEMPERED GLASS uS'',•'"}:CE;�rs�•-<,`�, G2A 1'I.G.:1/4"TEMPERED GLASS+1W AIRSPACE+1/4°TEMPERED GLASS DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1,2&30N NOT RATED FOR MISSILE No''`�%05 SHEETS 6,7&8 IMPACT RESISTANCE Li -� rawer 05 awm o �(�'r,'•.. JR 05/05/16 B ADDED SPACERS TO SHEET 5. �OkIDA, a` +arorECRNa.00voRrvE GENERAL NOTES AND MAP �:;.�sc; ••........•',`�;,' Y&VIC4 FL 34M , N . GD SERIES 670 ALUM.S -NON-IMPACT 1600 `. d.°•cra A.LYNN MILLER,P.E. SJR OZW14 Ixtta CERT.CFAUTR. ® SOpd70 NTS 'I m 22 PGT0128 B P.E.#58705 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH PXXXXP,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION A.- PER TABLES 1v' 1 13 CAN BE OXXXP. PER TABLES 1-3 13 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 19 OF ANY 2 STRAIGHT CONFIGURATIONS. w Jc 01 0 G J Jc I o t3 t I wp a o is 1 t I doe a o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3. MAX.UNIT i Z a y MAX.UNIT / / I e h HEIGHT 1 t ti¢a HEIGHT / s PER TABLES 1-3 PER TABLES 1-3 / / i x "X"=OPERABLE PANEL, I w -- "O"=INOPERABLE PANEL, DETAIL LETTER j Q.w` I "p"=POCKET POCKET I rn 11 POCKET I vi _1 f_ W =WOOD OR METAL INSTALLATION 1-PANEL , 13 2-PANEL- CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS 1 13 SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH Aw 3 12 13 NOM.PANEL WIDTH 13 12 13 C2 t3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' PER TABLES 1-3 PER TABLES 1-3 I c cc 19 Jw J4 I 1 19 15, ;w Jc I a 13 9 19 1 14 1 W O Cu MAX.UNIT 13 19 9 19 14 1 I pCo MAX.UNIT 1 13 to 14 i Z ye°-, HEIGHT aHEIGHT 1 18 IFQ PER 1 13 9 1s r.ptoftwitkdwFlueAr PER TABLES 1-3 j ¢w TABLES 1-3 // l a w NPLA� POCKET j y I / / / // POCKETJill III =11 uWi 4-PANEL CONFIGURATIONS .'- 3-PANEL-CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ac NOM.PANEL WIDTH 1 A PER TABLES 1-3 1 13 3 1 13 PER TABLES 1-3 _J•��___i 1 13 Jw Jc I 113 1 1 19 18 i ¢ ¢ ` is MAX.UNIT 19 SEE MAX.UNIT 1 13 y HEIGHT o NOTE HEIGHT 1 13 101 19 19 / I�<w PER ,9 t 2,THIS PER TABLES 1-3 / / / / / Y w TABLES 1-3 / / SHEET. i` o a �P�..O•.XLYrV lTERIORPOCKET JiLN .,•%('ril 5-PANEL CONFIGURATIONS ter 12 13 - " CORNERTYP , . 1w o ala ssTo; 3 3 - (OUTSIDE CORNER SHOWN, a' - INSIDE CORNER SIMILAR) rs�,a ey: ro'.• ,mw,ma• �,•., .-Tc CiF �r` i 1070 TECHNOL00YORNE EXAMPLE CONFIGURATIONS �.•�, .�c o.�h4..••;. s;' N.VENICE,FL j�2&T r31275 nee •;U0.''•......•5. (941 a4M1500 SERIES 670 ALUM.SGD-NON-IMPACTr' "iA.LYN�Wil-L�R,P.E. 5eNTS 2 -22 ". PGTO128 B P.E.#68705 JR 02,20114 cERT.oFAunJ.tas2sc san•s7o N EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH 1w j c 1 13 1 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION -�`�--- CAN BE OXXXp. 1 13 19 t 1s 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT 1 13 s19 19 19 1 1a 1 o o OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1 i3 9 1s 1s 1s / i w p$ 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" O I Mu IW JI a' "X"=OPERABLE PANEL, POCKET i y "O"=INOPERABLE PANEL, _slr__--, V=POCKET 6-PANEL CONFIGURATIONS c w c 3 12 DETAIL LETTER 'W'=WOOD OR METAL INSTALLATION MAX.UNIT WIDTH �'c"=CONCRETE INSTALLATION NOM.PANEL WIDTH A w c SHEET NUMBER 12 13 1 1 1 13 PER TABLES 1-3 J c i DLO WIDTH=NOM.PANEL WIDTH-7" 13 1g s s 1 1a to i DLO HEIGHT=DOOR UNIT HEIGHT-10.125" CUN c 19 19 19 19 1g 19 14 1 o a o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" MAX.UNIT 1 13aL I a h HEIGHT 1 13 19 19 19 1 j w PRODUCT REVISED PER TABLES 1-3 / / / / / / I o a c—plylex aifb l6t FI-H& 1--� I a¢W lwding Cate POCKET I v� F.��itaeMe bele 7-PANEL CONFIGURATIONS w Fc �. et Ce�and 12 13 1 13 1 MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 Jc I U13L 9 19 MAX.UNIT HEIGHT 19 9 9 9 / ' PER TABLES 1-3 ; LYt:,np8-PANEL CONFIGURATIONS No.587,06 F, Reimer. o a.w�e awe '.'l,;,, `;TA E t% •:,:'. R 1070 TECHNOLOOYDRIVE EXAMPLE CONFIGURATIONS N.VENICE,FL 31275 o (01*w ls0o SERIES 670 ALUM SGD-NON-IMPACT „,I 22 PGTO128 A.LYNN MILLER,P.E. JR a2lm, 14 CERT OFAUTH.X 286 ® SGPB70 NTS 3 B P.E.#58705 GLAZING DETAILS(G1 &G1A) 3/16"T GLASS 7a EXTERIOR 82 a 3/4"NOM. GLASS BITE 78 EXTERIOR 54 3/16"TEMPERED GLASS,TYPE G1 ►RUDU6 f RF.VISEU ft�pllmg Wilk the F!arMr. 1eWial 0„Oa A.W—Nal "o6z "03 EaF*WA r 6 I-V44-0 iee'11eK{I I rachet CeeMfd 114"T GLASS XGLASS EXTERIOR 1/4"TEMPERED-GLASS,TYPE G1A� i•!o.52765 GLAZING NOTES: _ L "T"=TEMPERED moor. ", WOTECHNOLOGYCRIVE GLAZING DETAILS ;,�,•.,!'t,,f ,.•;.,.`,: N.VMVICE,FL 34275 rets ........ w,�,aer rte,: SERIES 670 ALUM.SGD-NON-IMPACT ^6 �*' s1p� a�n6e+M" A.LYNN MILLER,P.E. a'"�B0 °sem CERT.OFAUiH.X2B2tTd ® SGOL70 NTS 4 m 22 PGT0128 B P. JR OZ20/14 E.#58705 GLAZING DETAILS (G2&G2A) a SILICONE HOT•MELT BUTYL STRUCTURAL 1"NOM. SILICONE STRUCTURAL i/4'NOM. FOAM 3116"NOM. - POLYISOBUTYLEN WITH 3/16"T GLASS WITH DESICCANT DESICCANT 5/8"AIR SPACE EXT,GLASS EXT.GLASS 3/16'T GLASS 74 1 EXTERIOR INT.GLASS INT:GLASS a83 314"NOM. 124 KODISPACE ,zs SUPER 124-127 4SG TPS SPACER NXTT" GLASS B ITE 79 65 ALUMINUM E REINFORCEMENT pOLY1S0- DESICCANT FILL AREA 1"I.G.GLASS,TYPE G2 BUTYLENE 7 5/18`NOM .gE,gL 5116'NOM. BUTVLd _SILICONE SEAL DESICCANT ROLL-FORMED PRODI.CtREV=I). FOAM STAINLESS STEEL wmpp(rYI{wN6 A¢flmi� FaM EXT.GLASS i /L�OLZrJ•03 i 1'NOM. EXT.GLASS E�pf•s DWQ i 114"T GLASS DwQaetCa°Ra7 S 1NT.GLASS INT.GLASS I 112"AIR SPACE 1/4"T GLASS DURASEAL® XL EDGE'" ' rGLASS 126 SPACER 727 SPACER EXTERIOR a 89 Ft 124127 Part# Description Material I 124 Kommeding 4SG TPS Spacer System See this 125 Quanex Super Spacer nXT with Hot Melt Butyl k 125 Quanex Duraseal Sheet for Materials 127 127 Cardinal XL Edge Spacer 55 REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 1"I.G.GLASS,TYPE G2A GLAZING NOTES: N� 58705 t "T"=TEMPERED ;�(• ty 6 L1= kewaey. uec w.w: o."ter "'9••, b ''. LG: x JR 05/05/16 B ADDED SPACERS- ,c7o7Ecr rrococrawvE GLAZING DETAILS P.•''G Gam,''.. PLOR�O. .� !i ' AL,VENICE FL 34275 fa 1941y,,8,coo SERIES 670 ALUM.SGD-NON-IMPACT `�SSICNR� _w o.b: 810 DoH' R"' 0.LYNNMILL'£Yt,P.E. S JR 01120/14 CERT.OFAUM B2m ® ..70 NTS 5 d 22 PGT0129 B P.E.#58705 # 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 13Y comer units,see sheat 11 (Water Infiltration Rating) II Table applies to all Glass types and Door Unit Height - Sill Riser Height OH LENGTH F� the Stile/Astragal types shown below. 80 �" -- 18" Flat or Box,see (+)Design ~ 69-/6'DLO 73-7/8"DLO 737 or IX.0 -77ch8"DLO (Flat (+)DP may belunited by Sheet 17 Pressure,psf 2 Table IA. Anchor Group Anchor Group Mchtr Group Anctxv Group ) OH LENGTH w � t 2 3 4 1 2 3 a t 2 3 4 t 2 3 4 Flush-1-112" see note 3 OH RATIO=OH HEIGHT x OOI OH RATIO 21 Design Pressure +90.01427.1 +90.0/-120 - +90.0/-110.8 +90.0/-1029 Low-2-112" +46.67 2 O 24" 1r Head/Sill C4+1 G4+1 C4+1104+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 G4+1 C4+1 C4*1 c4+1 C4+t Medium-31/4" +60.0 O DLO Jamb 8 8 8 8 8 6 8 B 8 8 8 8 8 8 8 a High-4" +90.0 P-hook 6+7 6+7 6+7 6+7 7*8 7+8 7*9 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+5 Design Pressure +90.0/406.3 +90.0/-100.2 +90.0/-02.2 +85.3/85.3 .� SEE NOTES 1-3 SEE NOTE 3 r-�- -23" Head/Sill C4+1 C4+1 C4+1 G4+1 G4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 04+1 C4+1 I G01 •a0 Jamb 8 1 8 1 8 1 8 8 1 8 1 8 1 B 8 88 B' 8 8 8 `8i* P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 1+8 7+8 ALL 7+8 .7+8 7+8 7+8 NOTES: Design Pressure +90.0/-92.9 +87.3/87.3 +800/80 +73.87-73.8 1 POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. ' "29" Head/Sill C4+1 C4+1 G4+2 G4+2 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1.C4+1 C4+1 C4+1 C4+1 ) j& Jamb 8 Ts 8 8 1 8 8 1 8 1 8 a 8 1 8 1 B 8 1 8 1 8 1 8 1 p-hos ew 6+7 6+7 6+7 7+e 1 7+8 7+a 7+g 7+8 7+e 7+a 7+a 7+e 7+e 7+6 7+8 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING Das nPressure +83.7/-83.7 +78.4/-78.4 +71.6/-71.6 -+65.8/85.8 - THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, 35" IC9+2 C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4*1 CA+t C4+2 C4 C4+2 C9+1 +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 B 8 8 B 8 8 8 8 B 8 8 8 1A. c P-hook 6+7 6+7 6+7 6+7 7*B 7+8 7+8 7*8 7+8 7+8 7+tl 7+8 7+B 7+8 1+B 7+8 E Design Pressure +77.1/-77.7 +720/-72 +65.5/85.5 +60.0150 3 4 3-114'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS X41" Head/Sli CA+2 C4+2 C4+2 Gi+2 G4+2 G4+2 C4+2 G4+2 C4+2 4+ G4+2 G2 C4+2 C4+2 CA+z C4+2 G4+21 ) txo Jamb e s 8 a ALL s e 8 THE 1-172'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT P-hook a+7 8+7 6+7 6+7 7+e 7+e 7+6 7+8 7+a 7*B 7+8 7+81 7+e 7+e 7+6 7+8 ..'REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN Design Pressure +72.5/-725 +-7.4/87.4 +61.0/81 -`+54.7734:7"- ' THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA S4" 47" Head/Sill C4+2 C4+2 C4+2 I G+2 C4+2 G4+2 G4+2 CA+2 C4+2 CA+2 G4+2 CA+2 C4+2 C4+2 C4+2 CA+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER DLO 'Jamb 8 a 8 8 B. 8 B 8 8 e 8 8 8 8 S 8 INFILTRATION. P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+a, +a 7+6 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+9 Das'n Pressure +69.1/89.1 +64.0/-64 +57.6/57.6 +50.8/-9.6 4 SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT W. 53" HeadlSll C4+2 CA+2 G4+3104+3 G4+2 G4+2 C4+3 C4+3 C4+2 C4+2 C4+2 C4+21 C4+2 CA+2 C4+2 C4+2 ) oLo amts e e s a B s a 8 e e e ea e I e I a INFORMATION. P-hook 1 6+7 1 6+7 1 6+7 6+7 7+8 1 7+8 1 7+0 1 7+8 7+8 7+8 7+8 7+61 7+B 1 7+8 1 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-10.126' BE INSTALLED. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" rxoDucr a D u carplying w-ilk hk tAe Florkts hwdiaR Coda AccepUrce No !-O!7. .>�-- 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. Eap4rstien Dart Y 7 f�„ Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @ (C4 Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal Coatroll Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Outside Astragal Inside tsideC Outside Corner CornerIns {��-1�' Corner e Inside Corner'1 1 Corner Outside ide Corner CffhV,q�/ Part#61(Stile) Part#61(Stile) �� •'?'•"' ""'((,.,, Part#60(Stile) Part#119(Out.) Part#60(x2) Part#60 Part#60 part#67(Astragal) Part#60 part 4118(Corner part#120(In.) Parts#31&#32 Part#61 Receiver (Corn.&Fxd Mount), Io.56705 �- 1010TECHNOLOGYDRIVE DP AND ANCHORAGE N.VEMC&FL 91775 n` '•,i� ft�iV!',V..• •... rmmaer R m tP11}1661600 SERIES 670 ALUM.SGD-NON-IMPACT sn.e d 22 @ POTf7f29 iG A.LYNNIM ILLER,P.E. JR 02/20114 CERT.OFAUTfl.679196 ® SOD970 NTS 6 B P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max.(+)DP For comer astragal anchorage on 90'or 135'comer mks,sea sheet 11 (Water Infiltration Rating) Door Unit Hal rt Table applies to all Glass types and 80- es• ao° ss• Jnr toe- t 14• jj31-"'1 tzo• Sill Riser Height the Stlle/Astragal types shown es-lie•DLO 73-7/ DLo 79-7/a' Lo as/ Lo 91-7/8-DLo 97-7/B'DLO to3.718•DLO09-7/8'DLO (+)Design below.Pnsit W(+)DP may be Anchor Group AnchorGloup c rOroup Anchor Group nchor muP nc or roup ncor Groupnchor Group (Flat Or BO%,588 Pressure,PSI limited by Table 2A. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 42 3 4 `Sheet 17) Design Pressure +90.0/-040.0 +90.0/-133.0 +90.0/-122.0 +90.0/-114.0 +90.0/-106.0 +00,01-99.0 +90.0/-93.0 88.0/-68.0 Flush-1-112° see note 3 24' 17' Head/Slll Coat C4a1 GN C4+1 C4N C4N C4N C4+1 C4+1 C4a1 C4+1 Coat C4+1 GIN C4+1 C4N CAN C4+t C4+1 Ga1 C4+1 C4,1104+1 C4+1 C4+1 C4+t C4r1 C4+14+1 C4+1 04+1 Low-2-1/Y +46.67 DLO Jamb 8 8 5 e 8 B B 8 B 8 B 8 8 8 8 9 10 16 10 10 10 10 10 10 10 10 10 10f0 1D t0 P-hook e+7 7.8 7*8 7+8 7+9 7+6 7+e 7+8 7+8 7+B 7+8 7a8 7+8 7+B 7+e 7+8 Bae B+B Bre 9+B a+9 8+g B+9 5+8 9+10 9+10 9+10 9+10 +10 9x10 9+1g MedlUm-31(4° +60,0 Design Pressure +90.0/-141.8 +90.0/-133.6 +90.0/-1229 +90.0/-113.8 +90.0/-705.9 +90.0/-99.1 +90.0/-93.1 Sze -87.8 High-4° +90.0 30, 23 lteaasle cs+1 c5+1 csa2 e5+2 csN C5.1 c5.2 can cs+t es+t C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 c5.1 Cs+t CS+t a+t C5.1 CSN CS+t csN c5.t cs+1 csal csata+1 Cs+t es+i SEE NOTES 1-3 DLO Jamb e 8 70 B- 8 8 10 8 B a 10 8 B 8 f0 8 10 10 10 10 10 10 10 10 10 10 10 1010 10 10 P-hook 7.B 8+9 ea8 Bag 7.6 8+9 8+9 8.9 7+8 8+9 B+9 8+9 7+e 8+9 8+9 8+9 B+9 8+9 B+B 8+B 8+9 8.9 8+9 8+9 9+10 9+10 9+10 9+70 +10 9+10 9+10 Design Pressure a90.0/-123.9 +90.0/-ffe.4 +90.0/-106.7 +90.0/-98.5 +90.0/-61.4 +65.31.85.3 +80.0/-80.0753/-75.3 38• 29' HeeNS10 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5.2 L5+2 C5+2 CSN CSN C5+2 C5+2 C5+1 C5+1 CSa2 C5+2 CSN 05.1 C5.1 CSN C5.1 C5N C5+1C5+15+1 CSN C5+1DLG Jemb 8 8 10 5 B 8 10 8 B e 'ID 8 8 8 B1010 10 10 10 10 10 10 10 10 10 1010 70 10P-hook 7+8 8+9 8+B 8+9 N8 8a9 B+e 8+9 7*B a+B 8+9 8+9 7+0 8+9 8+9 09 8+9 8+9 13+9 8+9 8+9 B+9 8+9 B+9 9N0 9N0 9N0 9+109+10 9a10 9+1g Design Pressure +90.0/-111.8 1 +90.01-104.5 1 +90.0/-954 +87.8/-878 +81.3/-61.3 +75.7/457 +70.8/-70.8 +66.51-66.5 Head/S10 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 Cfi+2 C5+2 CS+2 C5+2 CS+2 C5+2 C5+2 C5+2 CS+2 CS+2 C5+ 42' 35' 2 C5+2 CS*2 C5+2 C5+2 C5+2 C5+2 C5+1 C5+1 C5+2 C5+2 CSN C6N Cfi+2 C6+2 OLD Jamb 6 B 10 B 8 8 10 1 a 8 8 10 B 8 8 10 a 10 10 10 10 f0 10 10 10 10 f0 10 10 10 f0 10 10 P-hook 7+B 8+9 8.9 8.9 7+8 8+B 8+9 B+9 7+8 5+9 8+9 8+9 7+8 a+9 8+9 B+9 8+B B+9 8+9 6+9 B+B 6+9 B+9 8+9 9+10 9+10 9N0 8+10 9+10 0+10 9a 10 9a10 Design Pressure +90.0/-102.9 +90.0/-96.0 .87.3/-67.3 +80.0/-00.0 +73.8/-73.8 .68.6/-66.6 +64.0/-64.0 +60.0/60.0 41 tteamsm CS+2 C5 2 C5+3 CSa3 t2125+2 C5e+2Ce 2C1n.2C5a 10 10+210 tD 1D 1D 10 10 C5+ C5+2C+2C5+2 C2 C5+2 C52C5+ DLto e 10 111 to 1D 10 10 10 10 DLO WIDTH +1NOM.PANEL WIDTH-7" 7+as m s+9a.9B+s8.e8+sa+ o 9+10 9+10 9+10 s+to 9+10 9.10P-0oe.e es 7.e a+s 45-s e+s 7+5 a+6 a+e 8.9 7+8 a+9 a.9 Design Pressure .63.0/-03.0 +77.2/-77s +69.81-69.8 +63.81-63.8 54, 4r Heed sit C4+2 C4a2 C5.3 CS+3 C4+2 C4.2 C5.2 CS+2 C4+2 C4+2 CS+2 C5+2 C4+2 C4+2 C5+2 C5+2 DLO HEIGHT= DLO Jame e e e 8 e e e a e a e e e B 6 eDOOR UNIT HEIGHT-10.125" P-0ook s+7 7+8 1 7.6 7+a 7+B 7+8 7+e 7+a 7+e 7+e 7+e 7+e 7+e 7+e 7+8 7+e Not available In these sizes Design Pre6ea(e +79.21-79.2 +73.31-73.3 +66.0/-WO +60.0/ .0 �• 57 HeedlSls C4+3 C4+3 EP3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 14+2 CSa3 C5+3 C4+2 C4+2 C5+ CS+2 PANEL HEIGHT= DL(" Jamb s e e e s e 6 B s e e 8 e B a e DOOR UNIT HEIGHT-1.866" P-hook 6+7 7+e 7+8 7+8 7+8 7+8 7*8 7+B 7+B 7+8 7+8 7+8 7+e 7+8 7+8 7a5 O= EXAMPLE ON SHEET 9 ►RODOC r REVISED to ocioplying with Ike Florid& 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. handing Cade Straight Astragal Leckstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @ Acrtptwcr No 14.4`Z •p3 Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90"Astragal Assembly 135`Astragal Eapirstie.Dale Heavy-duty Stiles Heavy-duty Stile HeavV-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile ® ! I" Standard Astragal Outside Corner Inside !1'H t�K Outside Corner 1 Corner [ Inside u �:�I1�ILf'tll In,"IdPONX Corner Outside Corner Part 061(Stile) Part 1461(Stile) part#119(Out.) Part#61(Stile) Part#61(x2) Part#61 Part#61 part#67(Astragal) Part#61 Part#118(Corner part#120(In.) parts#31&#32 Part 061 Receiver) (Corn.&Fxd Mount) NOTES: 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. OH LENGTH 3)4",3-1/4"AND 2-112"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 c2 PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = WATER INFILTRATION. O hip, c705 `- 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 _ r 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3 6 R.WB7r Dale /tabby p'Oprc --qV`. 10707ECHNOLOGYDRMEyff. DP AND ANCHORAGE •,<�'.;••r't or:o r�V`,�L��' . �` rvvrme N.VFNICF-FL 34275 (941480-/600 SERIES 670 ALUM.SGD-NON-IMPACT %r Oxer o.d�oa a� 1M'Y4b4ae 6�v - DanaVlb as.. A.LYNN MILLER,P.E. JR 0220/14 CERT.OFAl17N.#28796 SG6670 NTS 7 d 22 PG70128 B P.E.#58705 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP For comer astragal anchorage on 90'or 135°comer units,see sheet 11 (Water Infiltration Rating) I Table applies to all Glass types and 80, 84" Door Unit Height B0. 96. Sill Riser Height (+)Design OH LENGTH �-f- the Stile/Astragal types shown (Flat or Box,see I- 69-718"DLO 73-7/8'DLO 79.718"DLO 65-718'DLO Pressure,psf = below.Positite(+)DP may be Sheet 17) O, limited by Table 3A. Anchor Type Anchor Type Anchor Type Anchor Type 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-112" see note 3 = O OH RATIO a 1 MDesignPrwsuie sure + + . + - + -774.V Low-2-1l2" +46.67 2 O 24, 17" l C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-114" +60.0 O DLO8 8 8 8 8 B 8 8 8 8 8 8 8 B B 8 High-4° +90.0 6+7 7+8 7+8 7+8 7+8 7+a 7+B 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 SEE NOTES 1-3 sure +90.0/-159.5 +90.0/-150.3 +90.0/-138.2 +90.0/-128 30, 23" l C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 C6+2 CB+2 C5+1 C5+1 C8+2 C6+2 OH LENGTH DLO8 8 10 8 8 8 t0 8 8 8 10 8 8 B 10 8 OH RATIO=OHHEIGHT B+g19+1019+1019+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+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/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C8+2 CB+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 8 8 8 10 8 8 8 10 8 8 8 10 8 P-hook B+9 9+10 s+10 9+10 8+9 19+1019+1019+10 8+9 1 9+10 I 9+1D I 9.10 a+s 9+10 9+10 9+16 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN _ Design Pressure +90.01-125.5 +90.0/-117.6 +90.0/-107.3 +90.0(-g8.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4" 42" 35' Head/Sill C5+2 C5+2 C6+2 C6+2 CS+2 C5+2 C6+2 C6+2 CS+2 C5+2 C6+2 CB+2 C5+2 05+2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). a DLO Jamb 8 B 10 8 8 8 10 B B 8 10 a B 1 8 10 1 8 SEE TABLE 3A. P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 19+1019+1019+10 8+8 9+10 9+1019+10 o Design Pressure +90.0/-115.7 +90.0/-108 +90.0/-98.2 +90.0/-90 3)4-,3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION z 41" Head/Sill C5+3 C5+3 C6+3 C6+3 C5+2 C5+2 C6+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER 4B' DLO Jamb 8 8 10 8 8 B 10 8 B 1 8 1 10 8 8 1 B 1 10 8 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN P-hook a+g s+10 9+10 9+10 8+9 19+1019+1019+16 8+9 19+1019+10 9+10 8+9 9+10 9+10 9+t0 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +83/-83 +77.2/-77.2 +69.8/59.8 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT 47" Head/S.111 C4+2 C4+2 C5+3 CS*3 C4+2 C4+2 C5+2 CS+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 B 8 8 8 8 B 8 8 B I 8 I 8 1 8 8 I 8 1 8 1 8 P-hook 6+7 7+1 7+8 7+s 7+e 7+8 7+8 7+87+e 7+8 7+87+8 7+e 7+8 7+8 7+e 4 SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND Design Pressure +79.2/-79.2 +73.3/-73.3 +66/-6 +58/58 ) 53' HeadlSill 04+3 04+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 1+21C4+2 EMBEDMENT INFORMATION. DLO Jamb 1 8 1 8 1 8 1 8 1 8 1 B 1 8 1 8 1 B 1 8 1 a 1 8 1 8 1 8 1 8 1 8 P-hook 6+7 7+e 7+8 7+8 7+8 7+e 7+e 7+8 7+e 7+8 7+e 7+6 7+8 7+8 7+8 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR DLO WIDTH=NOM.PANEL WIDTH-7" PAIRS TO BE INSTALLED. PRODLO HEIGHT=DOOR UNIT HEIGHT-10.125" �-iUCr io b r r+•e.Nwikrite Fuft - tw.ding P.nda PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Aetepr.nee No 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. s Interlock P-hook Lockstile @lamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"Astragal Lockstile @ ,, y,d .ciC�rRd Assembly Straight Astragal Assembly 90*Astragal Assembly 135`Astragal 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 Heavy-duty Astragal Outside Corner,, Outside Inside . Corner Corner 4 27 Inside Corner Outsidex s;'z Inside Corner I I 1;;[ Corner Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Parts#31&#32 Part#61 P!" 'y'D> _ Part#68(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount) - - -c 1o7o7EcrevoLoorDRrvE DPANDANCHORAGE o� txn+wr: AVIEW=FL34276 ms /�lia,.l L.• ("i/,so-leo„ SERIES 670 ALUM.SGD-NON-IMPACT A.LYNN MILLER,P.E. o JR 02/2N14 CE �A # w v6GD•670 NTS 8 -22 PGTO128 B P.E.#56705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, J SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE ET CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C. POCKETS CLUSTER,SEE THIS AND 60"NOM. SHEET SEE POCKET g p-HOOK PANEL WIDTH DETAILS,SHEET 11 x x ( ) r---- x x x x x x JAMB MOUNTING x x x x x x x x 6 MAX. INSTALLATION, ADAPTER 6"MAX. (o} ^x x x xx x x �x xx x x x x� THIS SHEET gNCHORS MIDWAY 1 0 3 MAX x x ° &SHEET 14 BETWEEN P-HOOK ®' I I 4 PAIRS OF I ANCHORS&AT 3" 1 I i°i x=FRAME x x ANCHORS 1'.,\ FROM TOP& 0 ANCHORS 96 (TOTAL 8 ;..•.\ BOTTOM o 14" o UNIT Za^ ANCHORS) 111 JJJJ i>> MAX.O.C.' �� HEIGHT O.C. PER JAMB 4.051" 8"MAX.TO OPENING y ®I 14"MAX.O.C. 0®=P-HOOK EDGE OF POCKET SEE w u 0 ANCHORS x x� (SEE JAMB INSTALLATION i Q ®I ;7 DETAIL DETAILS'JC'&'KC', imWss I°I m°=P-HOOK BELOW) iF- END PANEL SHEET 14&PART a I®I MOUNTING ANCHORAGE DETAILS'J'&'K', i 1 j I ° 3"MAX. ADAPTER x x 24"MAX. (2 ANCHORS) SHEET 19 FOR i a �--1®1 I I ANCHORS 1I— x P-HOOK 6"Mme• _ x x x^ ✓ END PANEL O.C. L.---------- x` x ANCHORS END PANEL x x xxx xx x x x xx xxx .� x x 6'MAX. ANCHORAGE(SEE ANCHORAGE ANCHORAGE � x' x X. x x `l SKETCH BELOW) (SEE SKETCH BELOW) �^ �, `AN AN �•+2" +2• +2• ANCHORAGE ANCHORAGE CENTERLINE 8"MAX.,T'� ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL 2 TRACK 90°OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE 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 EXTERIOR 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: HEAD OR SILL IF A SPLICE 60" I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTHDETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY ■ue Fmeide REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR A rrlo . /—"+2"ANCHORAGE � nccepnurN*Z4 6Z .oj CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT e.#ir�r tea" 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: E°P 6"MAX. CENTERLINE JAMES&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR _TRACK Coed OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMB i ANCHOR PAIR REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER CENTERLINE END PANEL CENTERLINE C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE • DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) g^ INTERLOCK ASTRAGAL 4.051" 3.5" MAX. I ,LI •yGEPi a _ - CENTERLINEL�CENTERLINE CENTERLINE EXTERIOR ham— "+2"ANCHORAGE I "+2'ANCHORAGE _ Q OF PANEL 3 OF PANEL 4 OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS BY ImoTECHNOLOGY nRroE ANCHORAGE SPACING&EXAMPLE PLANS N.VENICE,FL$4275 •^ •'.��'.';.,,i,Y,.G'.\.•'� s SERIES 670 ALUM.SGD-NON-IMPACT d..t „� ., JR om2 A.LYNN MILLER,P.E. JR OT120N4 CERT.OFAL7N.#28288 ® SOD-670 NTS 1 9 m 22 PQT0128 B P.E.#58705 � I 3 ASTRAGAL OR 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04' INTERLOCK_�_IF NEEDED INTERLOCK-, CONDITION,USE INTERLOCK IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.5" 1.75" -EXTERIOR 6"DIAG. ]„ ], 3.5" 21" 1.75" "DIAG. W7' MAX' O.C. EXTERIOR 2.04" 2.04" 4" 21" I 5.64" MAX. EXTERIOR 3'S" ]" EXTERIOR 4"DIAG. 7" EXTERIOR O.C. 6"MAX. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL ''2-TRACK FRAME HEAD/SILL' Lu. 5.64" 'A ASTRAGAL.OR INTERLOCK (a.ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK �2-TRACK (USE WHERE 4 CLUSTER ' (USE WHERE-5 CLUSTER (USE WHERE-6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6') 6"MAX• ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-IF NEEDED INTERLOCK CONDITION,USE INTERLOCK�`IF NEEDED EXTERIORANCHOR PAIR c..! CENTERLINE I CENTERLINE ,I C6"CLUSTER DETAIL) CENTERLINE e, 12.04" 2.04" 3.5" 3.5" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. 0 2.04" MAX. TRACK(INT.SHOWN) 4.08" 4.08" O.C. 564" NOTES: 1.ALL DIMENSIONS SHOWN EXTERIOR 7" ERIOR 7" 4"DIAG. EXTERIOR 3.5• ARE BASED ON MIN. 'l, "5 6"MAX. v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ALLOWED. 2.FOR HEAD SILL SPLICE P_ASTRAGAL OR INTERLOCK qa,)ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK � (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 1 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE HORAGE 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: n�'1 REVISED 1 FOR SPLICE CONDITION,DO NOT P Yin irh the Fi.,idk INTERLOCKIF NEEDED INTERLOCK I INTERLOCK SPLICE LOCATION �i.x�s CONDITION,USE USE THIS DETAIL) CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL CENTERLINE IF NEEDED Acapr-"`Nr,/L 6't -03 Eapirr3ara Dire VIL7/z.: 1.75" 3.5" 3.5" --•�-•-r- 3.5" 3.5" 7" IS4� UL-A- I 2.04" 4"DIAG. 2.04" 4'DIAG.1 2.04" 2.04" 5.37"DIAG. 4"DIAG. 4.08" I 2.04" 4"DIAG. EXTERIOR EXTERIOR ]" EXTERIOR ]° 3.5" •�,G7.`;,_,> 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SILL 'cl 4-TRACK FRAME HEAD/SILL M ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK 0 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 8 WITHOUT SPLICE CONDITION L' Rou.aer• mm: rmK,b"x 0"� ..•,•gin•.. c .�t: '~ 1070 TECHNOLOGYORNE ANCHORAGE,EXAMPLE CLUSTERS 'i ''•�`'"=iiD"• ;<��' N VENICE,FL 34276 raes• �;� ....••�'"•,y' SERIES 670 ALUM.SGD-NON-IMPACT � ar: Oi7 fl0i4 A.LYNN MILLER,P.E. O11"ar a"1 e0 °i"` CERT.OFAUlN.#29M ® SOG670 NTS 10 m 22 PGT0128 B P.E.058705 JR 07/2014 2.04" 2.04" INTERIOR 2.04° INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN 8.94' ARE BASED ON MINIMUM 4"DIAG. 4°DIAG. ALLOWED. 6.12" 6.12' 3.5" 3.5• / 2.DETAILS DEPICT ANCHOR INTERIOR INTERIOR 7 INTERIO INTERIOR 1 ° + QUANTITY AND SPACING, 90° ?3. 90 3. " 1 ° EXTERIORAND WOULD BE IDENTICAL XTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4° 3.5" rl 4" 3.5" 3 " 4" EXTERIOR „+1"ANCHOR 2.04" EXTERIOR 2.04" 7 2.04 EXTERIOR 4„ 2.04" 7° 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 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,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,'24" ANCHORS ARE REQUIRED,"C6") 4.08" "+2'ANCHOR INTERIOR INTERIOR EXTERIOR 4.08" "+1"ANCHOR 2.04 4"DIAG. 4" INTERIOR 7.41" INTERIOR 3.5� 3 5" I 90 7" 135° CENTERLINE EXTERIOR OF PANEL 3 3.5" ^+3"ANCHOR 4.08" 4.08" 5.37"D AG. 5.37" AG. 7" CENTERLINE 2,04" 3.5" 4" 3.5"° 4 OF PANEL 4"DIAG. EXTERIOR _ EXTERIOR 7" 4' INTERIOR ON "+2"ANCHOR —.- 3.5" 7 ALL 90°CORNER 135°CORNER EXTERIOR VIEWS V 7 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL I�CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED 1 OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" OERIOR 2.04" ►ROD 2.04° 3.5" N.ci RE IWU Pl7yicgg ith W Flod& 2" CENTERLINE Acc"we No /!-10" 3 EXTERIOR 4^ OF PANEL Eiyirrbe o.�ep IN INTERIOR gp^ 4" 3 5° "+3"ANCHORP ` C�lvi_�• 2.04" DIAG. 7 6.12" 4"DIAG. 6. 4.08" TERIOR 2.04" 4"DI3.5'EXTERIOR CENTERLINE .'+'',• ••• '•''. 'i, 2.04" OF PANEL c. r•;5• `!c; '. 90°CORNER 135°CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ("C8'ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) ,. R".,d er. am Rwwm,c 10707ECNNOLOGYORNE ANCHORAGE,EXAMPLE CLUSTERS ;;? .'.<c ?.•'{ N.VENICE,FL M275 R° B, a,, ,. SERIES 670ALUM.SGD-NON-IMPACT Is11}aaalsoo A.LYNN MILLER P.E. CERT OFAUTN.829298 ® SGD 670 NTS 11 1 22 PGT0128 B P.E.058705 JR 0220/14 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE:SEE TABLE A,SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE 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 I o MAX. MAX MAX. SHOWN ARE BASED ii- F SHIM EXTERIOR SHIM EXTERIOR I SHIM ON MIN.ALLOWED. 2 METAL EMBEDMENT: T f a S BSTRATO S MAOY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, WOOD ANCHOR TYP., 2X WOOD TWOODHOR TYP., METAL TYP., SMS ANCHOR TYP., 2X WOOD 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 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 ANCHO"SHEET1 YP.,SEE ANCHOR SEE ANCHISHEET TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A, NOTE 3,SHEET 1 SEE &TABLE NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) SHEET 1 f SHEET 1 (114'MAX.) EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE TABLE A,SHEET 1 2-1/16"� 2-1/16"' 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 ALFRAMEME SILL jf@�3-TRACK TACK TLE SILL WOD INSTALLATION EwWOD INSTALLATION wMEINSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE /ROOM I'REVtWo TABLE A,SHEET 1 EDGE DISTANCE: a msPlybL wit"lWFkfi3t SEE TABLE A, b".gewe METAL TYP., SHEET 1 A�0'uZ ceNo b3 EMBEDMENT:SEE Espirw6er o.1`•G TABLE A,SHEET 1 EDGE DISTANCE: SEE ANCHOR EDGE DISTANCE: O SEE TABLE_A, NOTE 4,SHEET 1 tl"` P. 2X WOOD SEE TABLE A, 2X WOOD SHEET 1 TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR 2-1/16" NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., 2.1/16•• SEE ANCHOR NOTES WOOD ANCHOR TYP.,, WOOD ANCHOR TYP., 1 2 1/16"' &TABLE A,SHEET 1 MIN.OF 3 SEE ANCHOR NOTES SEE ANCHOR NOTES THREADS &TABLE A,SHEET 1 O EXTERIOR &TABLE A,SHEET 1 EXTERIOR BEYOND THE %YNN�. t,l••:•, •••f/( r;i I EXTERIOR METAL .��.•,OENSF''-�F� 1/4"MAX.SHIM -I 1/4"MAX.SHIM -�F+- SUBSTRATE r % 114"MAX.SHIM I f- - NC 56705 - 2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB da 4-TRACK FRAME JAMB Gw WOOD INSTALLATIONHw WOOD INSTALLATION Iw METAL INSTALLATION r Rv sr Uab.' Redsima' Dmormme 'y� 6. �� y � Y ab„a, 10'o ANCHORAGE DETAILS ,,J,�,;., w•. NVENICQ (911m80.1600 SERIES 670 ALUM.SGD-NON-IMPACT JR 02110/!4 CERT.OFAU7N.+f29296 SGD-670 NTS 12 d 22 PG B A.CvP E`M 68'705 P E. INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 A,SHEET 1 2-1116"' PER TABLE 2-1116"• PER TABLE 2-1116"• ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 1/4" 'DIAGONAL O.C.IS EXTERIOR Mme' MIN 4"(HEAD&SILL) a } 1 r SHIM OR 6"(JAMB)SEE EMBEDMENT: EXTERIOR EXTERIOR OD&AILS,SHEETS SEE TABLE A. MAX.SHEET 1 SHIM a a SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD----_____ 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD Ac ..CONCRETE INSTALLATION ) Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEETNOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1 SHEET 1 (1/4"MAX.) 1 (114"MAX.) EXTERIOR EXTERIOR 1 EXTERIOR CONCRETE a 2-1/16" a 2-1/16"' a2-1/16"` PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ^2-TRACK FRAME SILL l E 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION UCONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE nacraevlsrD TABLE A,SHEET 1 ~� EDGE DISTANCE: umalAyiq{wktt tte F7na SEE TABLE A, Alwipi-ft No c ((,- bb2 .03 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE CONCJCMU ANCHOR _ SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 E.p rwwr*w m ioc Ikrt TABLE A,SHEET 1 —� TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 s°'U ' rod.aeoottd 1X WOOD BUCK TYP., SEE TABLE A, SHEET 1 2-1l16" SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR 2-1116" SHEET 1 TYP.,SEE ANCHOR CONC./CMU ANCHOR 2-1/16". PROPERLY SECURED NOTES&TABLE A, 1X WOOD BUCK TYP., SHEET 1 CONCRETE SEE ANCHOR NOTE TYP.,SEEANCHOR CONCRETE 3, NOTES&TABLE A, SHEET 1 OR CMU OR CMU �, SHEETI CONCRETE PER TABLE EXTERIOR PER TABLE \} "'iw'v,/ EXTERIOR OR CMU EXTERIOR �L A,SHEET 1 ��.`,.••:"�'••(;F� ;� f L PER TABLE A,SHEET 1 ` . > N V 1/4"MAX.SHIM ,c•.. e A,SHEET 1 1/4"MAX.SHIM -�I� 1/4"MAX.SHIMIfa. 2-TRACK-FRAME JAMB 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION 1070 TECHNOLOGYORNE ANCHORAGE DETAILSRaldB 'r`:;c;;'•.,FtoR�o':••z CG'; r DIIftN.VENfCE,FL 31373 tms °,S�'`.•••' SERIES 670 ALUM.SGD-NON-IMPACT -;; 3'.,J• LYNIV�AIILLER,P.E. p JR OW0114 � CERT.OFAUM.S3B18B ® S.0 I NTS 1 13 a 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 �I TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 I P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHORTYP., INFILTRATION CONC./CMU ILLUSTRATIVE 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 (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED p8 SUBSTRATES. SHEET1 ILLUSTRATION,SHEET 9) -1/4'MIN.EDGE DISTANCE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET EMBEDMENT SHEETS 6-8 FOR 1i SEE TABLE A P-HOOK MOUNTING REQUIRED P-HOOK 2s AND P-HOOK EXTERIOR SHEET 1 ADAPTER CONCJCMU PHOOK WOOD ANCHOR TYP., R ANCHOR TYP.,SEE MOUNTING ADAPTER �7 P-HOOK ! , ANCHOR QUANTITIES. SEE ANCHOR NOTES ANCHOR NOTES&TABLE &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A.SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 - (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) aR)P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ASH ER NOTES&TABLE TI SUBSTRATE r—ED (ALSOSE TYP ET 1EMBEDMENT ILLUSTRATION(ALSO SEE PSHEET9) ILLUSTRATION, SEE TABLE ASHEET1 2a EMBEDMENT: SHEET9) FRODUCTREVVED SEE TABLE A, Qwith the F1oeP7iaSHEET1 DISTANCE:SEE 1-1/4"MIN.EDGE DISTANCE TABLE A,SHEET 1 Acc-w-cc No 16-0629.02, 30 30 Eirinl9a�11nte �j P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU 3V 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) i E P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS J`.a lYigld;fi, :. Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, // METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ....... .. •: t (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ..z ,k FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY ZDso 7p5 ft` Br.. U.CxRondSy. RaRime: fit r('' I 1070 TECHNOLOGYORNE ANCHORAGE DETAILS '.,� ,g•��,•�•-' } mtx B..ssrmm N.VENIGFL 94275 tmc F;.OtiIOF. ;�j 1 SERIES 670 ALUM.SGD-NON-IMPACT oamBr c mm ne3"d om. sem: ad'' °°x'mk'. Bm A:LYNN MILLER,P.E. JR 07/20/14 CERT.OFAUTH.#29296 SGD�70 NT$ 14 22 PGT0126 B P.E.#58705 I CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH DLO TYP.PER TABLES 1-3 HEADER DETAIL'A', WIDTH NTERIOR SHEET 18;INSTALLATION DETAILS'AW'&'Ad,� EXTERIOR SHEETS 12&13 90° PANEL PANEL TYPE TYPE PANEL CORNERD PANEL DETAIL'N2', TYPEOS' AS' TYPE SHEET 19&CORNER A, K ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX• PANEL I MAX. HEIGHT INTERLOCK DETAIL PANEL ! WIDTH TYP. I DLO PER 'M',SHEET 19 HEIGHT SEE PER HEIGHT ,TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 JAMB DETAIL'G3',SHEET 18;INSTALLATION DETAILS X X X 'Gw'&'Gc',SHEETS 12&13 i 90° SILL DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX 'Dw'&'Dc',SHEETS 12&13 I i SILICONE BY OTHERS � DLO WIDTH=NOM.PANEL WIDTH-7" i DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10 X 1-112" PH SMS U #1SMS ss .pW wifk it.F7orYhPH j f—ding Pink Acrel:taaee Nn /G-aSZfi•G3 F%piratisn Datej;t,j�Zlvv e{�st'star ,� .►as t PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DPIANCHORTABLES,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. 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. aaweer• wa.: awu"z mc�,rc y:,.'k r,F ,`',+ j 7S707ECHRoLOGYDRNE ANCHORAGE DETAILS/EXAMPLE ELEVATION N.VENICE,FL 94275 nra ,:�°•.J..,,..... ,•.o;:✓. SERIES 670 ALUM.SGD-NON-IMPACT `..... f narrne�e sa°.� sem: o..eya°. �" A.LYNN R(ILLER,P.E. i e1°"" Deer °^0md �' CERT.OFAUTh#2829b ® SOPG70 NTS 15 22 PGT0128 B P.E.#58705 ` JR 02/20/14 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; i '^;INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 (— l HEADER DETAIL W,SHEET 18; MAX. FIXED JAMB DETAIL'G2; ASTRAGAL HEADER DETAIL W,SHEET DLO JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw&'Ac', WIDTH_ 18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19. 'AV&'Ac',SHEETS 12&13 7 SHEETS 12&13 TYP �'Gw'&'Gc',SHEETS 12&13 SHEETS 12&13 EXTE IOR INTERIOR PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE P ANEL PANEL PANEL FSHEET R' L' D' A' TYPE TYPE M',SHEET 19 MAX. CS' OS' MAX. / NOM. / / UNIT UNIT DETAILTNID',SHECORNER9& PANEL HEIGHT SILL DETAILNOM. / HEIGHT CORNER ANCHORAGE / WIDTH TYP. PER 'D',SHEET PANEL PER MAX. SEE TABLES WIDTH TYP. / TABLES SHEET 11 DLO PER NOTE 2, 1-3 18, PER 1-3 INTERIOR HEIGHT TABLES 1-3 SHEET 15 INSTALL TABLES 1-3 DETAILS EXTERIOR 'Dw'&Dc,SHEETS12 NOM.PANEL O X X X &13 , X a WIDTH TYP. ( X x I PER TABLES MAX.UNIT WIDTH ✓� J MAX.UNIT WIDTH 1-3 SEE FRAME& �I PANEL CORNER SILL DETAIL V,SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS TV& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19]� 1 INTERLOCK DETAIL V,SHEET 19 Ic',SHEETS 12&13� 1 HEADER DETAIL ( 1 1 JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K;SHEET B'.SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DE'K`%SHEET INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS 'Hw'&'Hc;SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 SHEETS ' &13 'Cw'&'Cc;SHEETS 12&13 I— — MAX.UNIT WIDTH — _ i— MAX.UNIT WIDTH —�I PRODUCf REVISED u—plyio8 wily 1A c F1mft I,- buWiag C,otle - PANEL PANEL PANEL PANEL Ac"PluueNo IL—G6z$.u3 PANEL PANEL PANEL PANEL l Eil,caw.nae TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE R, L, M, F, I M, F. F P' MAX. NOM. p i NOM. UNITdf>wdr Woci aapol M HEIGHT PANEL z a j PANEL HEIGHT PER WIDTH TYP. I / / WIDTH TYP. / PER TABLES MAX. LSH�EET PER cYi jSEE Lu MAx• PER TABLES 1_3 DLO TABLES1-3 °y n OTE 2, DLO TABLES 1-31-3 HEIGHT SHEET 15 HEIGHT `` Sx x x x x o ,,o• ''% EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;� EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;f (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS ' &'Ec;SHEETS 12&13 FW&'Fc',SHEETS 12&13 EW 6 o� Rim 1076 TECHNOLOGYDRIVEEXAMPLE ELEVATIONS °ccrctoH,•',, R sy.. lam RoMstaa N.VENICE.FL 34275 TK,: .•. In,•r (941�o-180o SERIES 670 ALUM.SGD-NON-IMPACT - s.r ncac — — A.LYNN MILLER,P.E. �pN1�' oast• �' CERT.CFAUIH.#29296R?—T. S.711 NT$ 18 a 22 PGTO128 B P.E.#5870$ JR 0220114 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER 90 RECEIVER TYPES OUT IN W/HANDLE WI HANDLE W/HANDLE Wl HANDLE W/HANDLE W/HANDLE WI HANDLE W/HANDLE #118 #118 #31 #31 #120 #11 #fit #118 #61 #6 #61 #61 SIOUTE � F PP K �� TR TQ TC TA TV TW INTERLOCK SINGLE O E P A C C IC SQ SC SA SV S��//{�/� " INTERLOCK O IN wxour (wx" FIXEDFD FC FV FW STILE RR R S LOCKSTILE D A�/ J J Wl HANDLE ��/� (eaxour) (wxaq W ASTRAGALL LR PANEL NOTES: BOX OUT } W/HANDLE (wxtnm 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ��^��777 SIZES&DESIGN PRESSURE. ASTRAGAL ^I BOX N LEFT 'QINTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W WI HANDLE PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ASTRAGAL � T U STILE �L EXTERIOR STILE AND ARE NOT AVAILABLE. Box our v 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES (BOXCI l (8arou0 (#61),CORNER RECEIVER(#118)AND EITHER PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #119 OR INTERIOR #120 CORNER LL LU ASTRAGAL T U ( ) ( ) LU Box IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J twxtro IBM N) 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES � 0 LOCKSTILE -JRT Cl INT (#61)AND CORNER ADDON(#31). J W/HANDLE#120 232" Lu EXT CORNER /� SILL RISERS OPTIONS .232" ' z 90 LOCKSTILE I /T QS 2 " —►j ,232" EXTERIO EXTERIOR Wl HANDLE#119 vG I .062' EXT CORNER#61 CT CS EXTOR I EXT R .062" 1�3 4.055" 90 RECEIVER .062' W/HANDLE 2.555" 3.305" I'RODUC f REVISED #618 1.567" , i� -?VGnw'itb tlr tbr,a 062" I Acaeptaen No -O(Z a3 INT CORNER oA 90 RECEIVER A T A S DF W!HANDLE 1 � Eiplr+dote Urfe �44 , EXT CORNER #116 /'� �LILL RISER,FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER CF FLUSH,1-1/2" 20 LOW,2-1/2" 22 MEDIUM,3-1/4' 24 HIGH,4" Matter EXT CORNER #31 750" �1 It- .750" 135 RECEIVER VS VF EXTERIOR W/HANDLE Imo-- '750", .062" #fit EXTERIOR EXTERN I EXTERIOR ,062" INT CORNER #31 WT WV WF --�{ 906" .062" 4.055" 35 RECEIVER � I � 3.305" ' WI HANDLE #61 .062" Ht[r '062' e..�. 1.567" -55 8 SILLS RI ER.BOX 21 SILL RISER-BOX 23 SILL RISER,BOX SILL 25 HIGH, 4'ER.BOX -0 , FLUSH NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 Ie Br. D-- FovL loot �� tf070TECHNOLOGYDRAE PANEL TYPES N.VENlC�FL 34275 >� — ON—IMPACT D N SERIES 670 ALUM.SG R , !M 841 1800 N sem' saw: `A.LLYNN'h11LLER P.E. B JR ��OWOIMW wro: CERT OFAM.#29298 SGD-670 NTS 17 "t 22 PGT012B P.E.#58705 J R ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 LOCK PART 17 14 106 FULL OUL F JAMB LENGTH 14 75 8107-110 5 G3 60 OR 61 5 BO OR 61 E i 6 Gt 60 OR 81 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED 6-LONG OPERABLE PANEL CLIP LOCK PART 105 @ W/RETAINER#106 ) 80 75 8107.110 113 MIDSPAN (SHOWN WITH PANEL FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 113 75 8107-11 103 FOR FIXED 5 s0 OR 61 PANEL CLIP 103 EXTERIOR 14 15 5 ® 112 a 18 17 FULL LENGTH G2 � EXTERIOR I 123 40 60 OR 61 910 X 314^ OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN ID 6"LONG W/RETAINER#123 3 TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB °e 60 (SHOWN WITH H7 (SHOWN WITH H2 (SHOWN WITH E (SHOWN WITH 12 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 51 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR �L EXTERIOR 2 V 112 1 3 4 45 5 113 5 113 5 52 51 I 69 EXTERIOR 59 EXTERIOR 69 sEXTERIOR 53 a a a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 6-Et,4-TRACK MAX.UNIT Paooucramsw q 4 OPT.SCREEN FRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER .I—plyl'gwitil Fud& TRACK TABLES 13 b kH.%r—k AcccVnre Nn /d-odz .03 E�pv�llse 0.!e 53 69 69 1 69 L l S EXTERIOR EXTERIOR 52 51 72 OR 73 <:172 OR 73 D 72 OR 73 46 11 113 9 10 11 11 48 47 p 8 113 113 EXTERIOR 112 5 a 5jkjh 2-TRACK W/SCREEN 3-TRACK 4-TRACK FRAME SILL FRAME SILL FRAME SILL ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES _ 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. rz' Y 16767ECNNOLOGYDRNE VERTICAL SECTION DETAILS =%`•. s'7c°- `� O°� wan be N.VENICE FL 34275 m. a.w�er s41Mea1soP sSm.EnxR�xIES 670 ALUM.SGD-NON-IMPACT Tswe AA:.'L`f N N M166214._• 'P'. P.E.. 22 P.E.#5870518 mN JR 7-- CERT:OFAWN.#292SGD-670 N ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 1t8 *Ill 28 7 30 113 27 63 11 103 62 111 63 60 OR 61 60 OR 6129 65 14 655ID y EXTERIOR 111 82 90° v EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR '01 INTERIOR EXTERIOR (EXT.OR INT.MOUNT) EXT.MOUNT ONLY a a INTERIOR so° L 60 OR 61 OCK PART 103 LOCK PART tpg LOCK PART 75&107-110 75&707-110 75&707-110 61 5 ®INTERLOCK M 14 113 60 80 61 61 118 6 113 �� 113 11 EXTERIOR .V EXTERIOR v 113103 (119��TERIOR 7 67 68 6F-t,STANDARD ASTRAGAL#67 Et,90'INSIDE L1 WITH STANDARD STILES#60 �WITH HEAVY--DUTY STILES HEAVY-DUTY ASTRAGAL #61 N1 2 TRACK SHOWN da90-OUTSIDE CORNER N2 2-TRACK S OWNER °ITEM#61SH (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"FOR DP (PSF)ASSOCIATED WITH 4 INTERIOR STILES. 31 LOCK PART 75&107-110 PADDUC T REVISED ERIOR gcoap4lli�with t55 - AceepNo /6-a6z .oINTERIOR E�pkwN.One nctCnaitd7735° 14 5 61 32103 jil EXTERIOR 81 11 5�-L EXTERIORV 14 135°INSIDE CORNER 02 2-TRACK SHOWN 135°OUTSIDE CORNER ; 01 2-TRACK SHOWN 'c rmwder wm: xavmmc ';. —'.L-1 F L.',': 167o7ECHNaoaroRniE HORIZONTAL SECTION DETAILS,CORNERS <r�;�,;�;.,.•''" N.VENICE,FL 34275 —w: — (941}4 1600 SERIES 670 ALUM.SGD-NON-IMPACT u Br a crroame ® R- A.LYNN`MILL�k P.E. JR 02!20/14 CERT.OFAUTH.IY25M SGD-670 NTS 19 °'22 PGTO128 B P.E.#58705 Item PGT Item PGT NOTES: # Dw .# PGT# Description # Dw .# PGT# Description 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 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#REN T USED D AND 84-99, 3 17309 617308 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&AR ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 6TF248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEADIJAMB SCREEN ADD-ON 65 17328 617328 IINTERLOCK SCREW COVER MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS @ 24"MAX.O.C. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP 6 BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTFJP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1.1/2"X 1"X 314'HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR 0E-7700 15 1 17302 1 817302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #1032 X 1'FL S3 SCREW W/TYPE'F TIP 17 17311 617311 4-TRACK JAMB 77 7103239 10-32 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT,FLUSH,1-112" 78 17358 617358 3116 S 1/4"BEAD 19 17319 617319 SILL RISER-BOX FLUSH,1-1/2' 79 17357 617357 1"IG BEAD 20 17321 617321 SILL RISER-FLAT,LOW,2-112" 80 17359 617359 7118"BEAD I FIXED PANEL CUP 21 17318 617310 SILL RISER-BOX LOW,2-1/2" 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 61745 1745 LOWE INC,112"X 1/16'SGL.SIDE ADH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4" 100 8052 48652 ROLLER ADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX HIGH,4' 102 1696 71698 DUST PLUG 28 17333 617333 POCKET P-HOOK 103 8186 78166X 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-6'LONG PRODUC 1'REVISED 29 17335 617335 P4-IOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9116' as<rsp!ytng�+ilh the FlaW� 30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KR.INTERIOR RAISED WITH THUMB TURN,USED WITH#75Uyesery, Acmpuuc Nu /6-6L2 •63 31 17376 617378 1135 CORNER 108 1 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75 Ea@iraYr b l 1 ,d 32 17378 617378 1135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 jp�. p Wol 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710X34PPSDAX#10 X 314"PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67516 WSTP,.270 X.170-FIN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230'FINSEAL 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 710X115PPX #10 X 1-1/2' 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1" 45 4317 612256 SCREEN TOP RAIL 118 72OXlX #14-20 X 1'S.S. 46 4318 612257 SCREEN BOTTOM RAIL 117 720X1 12X #14-20 X 1-112'S.S. 47 688 75RA2 STANDARD ROLLER 118 17338 617336 90 DEGREE CORNER RECEIVER 48 668 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNERASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 IFIXED PANEL RETAINER,7/8' 51 1692 61592 SCREEN SPLINE-.165' 52 1694 61694 SCREEN SPLINE-.150' 53 61816020 SCREEN CLOTH S4 1725 112'X4'X 1116'SET.BLOCK,NEOPRENE 85+1-5 _ •( J'', 55 1726 1'X 4'X 1/18"SET.BLOCK,NEOPRENE 85+1-5 1070TECNNOLOOYORIVEPARTS LIST N.VENICE,FL 31275 SERIES 670 ALUM.SGD-NON-IMPACT Tri •,;t�,•..,. ry11}+ea 1560 n Br. 0— a.dma cwr wsaweac >�.: muc o�no� mr A.LYNN MILLER,P.E. JR QZW14 CERT.OFAUTN,ANM SGOd70 NTS 20 d 22 PGTO128 13 P.E.#58705 5.069" 8.562" -j 1.36" 0.0a0" -..I 1.36" 1 t.a7r 1»- 1.211" JLLLI1.505" I� -_t ! 0.081" 1.019" -!. 0.062" 0.081" O2-7-- 7- 1.21 ACK HEAD 10 4-TRACK SILL 0.081" (663-T6 AL) (6063-T6 AL) SCREEN 40 STILE 6.198" 6.198" (6063-T6 AL) 6.526" -- �-) 5.069" 0.080" jam-1.045" 1" 1.505" I 1.9Ew- 02-TRACK 0.062" O.OE1" HEAD W/SCREEN TRACK l l3 TRACK SILL(6063-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB STOP RAIL ("-- - 7.105" (6fl63-T6 AL} (6063-T6 AL) 2-TRACK JAMB W/ 6.221^ 15 SCREEN TRACK 0.0&0" � (6063-T6 AL) � 1.36" � I i 1.211" 1.545" Fri ,.36 �- 0.875" ` " j T 1.893" I 0,081" 3-TRACK HEAD 88 2-TRACK SILL W/SCREEN TRACK L - 0.062" (6063-T6 AL) {6063-T6 AL) 0.081" SCREEN 40 9.142" BOTTOM RAIL 4.49" -•i 0.081" (6063-T6 AL) 0.090" i 1.505" 7.105^ FRODUC f REY16Ep I v tibMri°6 wits tie m4u ! 0.081" �4 4-TRACK HEAD 9.141" t4iwleq(pie a2 063-T6 SL) AcceV w-No Il-tt� o (6063-T6 AL) (6063-T6 AL) t 3 EgMtraeine Dale t i I 1.514" -mit 0.060" �- p.ofiz^ II � L260" 0.532" 0.760" } 0.060" 1.990" l 1.516" FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN t 6 ADD-0N 12 ADD-0N �END ADD-ON t6 3-TRACK JAMB :�. ��.:,r. ... ?f_.,•, (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) f:'y''.' :• (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS bS%Ui OR 3/16'MASONRY OR 3/16"MASONRY tt 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C, (6063-T6 AL) gr ra7o rECxuoLoorDwvE EXTRUSIONS u±f {sar�esa rsea SERIES 670 ALUM.SGD-NON-IMPACT 0 �"ieAN" evi" A.LYNN MILLER P.E. JR 0220/14 CERT.OFAUM.0.?9M SCD-670 NT$ 21 "tom PGTO128 B P.E.#58705 0.718" 0.83" 3.802" ii 3.602" 2.304" 0.752 0.752" L� � j_I 1 0.885" 0.574" 0.796" 1.163"I+ 0.062" 0.080 0.062" 0.233" •062" L -� 0.264" ___......III 0.075" 5 SCREW COVER FRAME 11 TRACK 26 P-HOOK 26 ADAPTOR OUNTING z9 COVERK SCREW 0.080' 30 P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" .155" n 2.30" 1.488"0.080" 1.739"0.830" 0 1.600 0.133" 1.600 0.062" �{ 1.303" .080" 1.870" I 1.886" 016" 3.125" �� 0.325" 1.974" 2.44" 3.125" 0.062" } 37 135°CORNER 32 135°FIXED MOUNT s0 STANDARD STILE s1 62 65 HEAVY DUTY STILE INTERLOCK INTERLOCK (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 Ll 1 645' 0.062" 1.304 289 1.050" 1.050" 1.050" 0.075" 0.075" 1.645" 3 1 .611" 849" .045' �"��J}�' " I .045" 0.125"" 0.281" 3.25 GLAZING 7/16"GLAZING 3/16"&1/4" O -�I 67 O STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 7s 76 (6063-T6 AL) (6063-T6 AL) O(6063-T6 AL) O BEAD( BEAD,FIXED GLAZING (6063-T66 A e0 AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) PROOUCr REvisED 1.003" 4wi.j�Mt��`Florida 1.03" Att.pN. No I - 6 .e,3 4" Eapfr.Y.q D.t. !Cc 2e� 0.757" 0.080 5.621" �SL 0.050" �GAr e 105 FIXED P 0.709" 2 0.133 O " PANELCLIP III II .893" 0.133" (6063-T6 AL) ° 1'498" 1 498" 0.080" 550" �I 0.863 F 4" 0.709" 123 FIXED PANEL 5.621" ORETAINER.7/8" 2 826„ 720 90°INSIDE CORNER ASTRAGAL 0.080" �II� (6083-T6 AL) 119 90o OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL 778 O90°INSIDE/OUTSIDE (6063-T6 AL) toe RETAINER,9/16" CORNER RECEIVER ti (6063-T6 AL) (6063-T6 AL) 4, -E. 1070TEORNa.DGYDRATEXTRUSIONSN.VENICE;FL 34275!mow �i,y,�,� SERIES 670 ALUM.SGD-NON-IMPACTr run coinm�er. - °'"°! 1 ftw R°" A.LYNN MILLER,P.E. -ByJR 02!20/ CERT.OFAUTH.+t'29M ® SGD-670 HITS 22 22 PGT0128 B P.E.#58705