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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 fit, RECt) FEB 1 �3. '�� NI Axa szxrtr � � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff - BCIS Site Map Links Search } rjll1 Product Approval USER:Public User i Product Approval Menu>Product or A lic.ation Search Aonlicafiori I..Ist>Application Detail —;M FL# FL251-1128 ..W....,a..�.„..,»,.a.ef.. _. Application Type Revision Code Version 2014 Application Status Approved *Appro y DBPR.Approvals by DBPR shall be reviewed and ratified by the POC or the Commission if necessary. Comments Archived Product Manufacturer LNorth tries ®� Address/Phone/Email nology)22318 ice,FL 3-0100 tindustAuthorized Signature wski pgti nd Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category CExteriorDoors Subcategory xterior Door AssembliesCompliance 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=wGEVXQwtDgsEt2PTand5bm5... 2/6/2017 Florida Building Code Online Page 2 of 3 Summary oPou FL# IModel,Number or Name Description 251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate i Approved for useHVHZ:Yes FL.251 a28 C CAC 16-0629.1.21pdf ` Approved for use o side HVHZ:Yes Qu ct Expiration Date Impact Resistant:No 4/07/2020 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 ty , Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: i Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 1.6-0629.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.04.0f 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: 251.3 SGD-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 11 16-0629.05.0f product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER I size,and spacing information. Created by Independent Third Party: Evaluation Reports 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 11 16-0629.06.1)df i product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing.information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 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 16-0629.07.0f 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 IF 16-0629.07.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER I size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door f Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 .Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 I; 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.pdr, Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ttt{ Impact Resistant:Yes 08/02/2017 j Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.10.pdr , 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 j _ 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.ndf 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 15-0509.10 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) Architectural 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 LM.ndf 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=wGEVXQwtDgsEt2PTand5bm5... 2/6/2017 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions 1 Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R23 IT 15-0612.06 LM.odf product performanceinformation,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 i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.ndf 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 SI 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 created by Independent Third Party: i 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door j i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251. R28 C,CAC 15-1210.02.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;_251R..2­8 I..T: 15-1210.02. f product performance information,anchorage details,and anchor type, Verified By:Miami-Dade CCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: i 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1.251. R28 C CAC 1.5.1210.nI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 i Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 Ii 15-1210.01.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER Esize,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: E9 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: O he51: IM Criadit Caret ,safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 2/6/2017 f MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved a and has been designed to comply with the Florida Building Code, including the High Vel city Hurricane Zone. DESCRIPTION: Se 'es"SGD-670"Alumi um Sliding Glass Doors w/90'& 135°corners-NI APPROVAL DOC NT:Drawing .PGT0128 Rev B,titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22,prepare acturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade Coun,ty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- u ty Product Control Section. MISSILE IMPACT RAT G:None: proved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures(DP),glass types, Sill Type for Positive DP limits,applicable Standard or Heavy Duty parts and anchorage requirements.See sheet 10 for straight configured units and sheet 11 for-corner units.Pockets&Egress requirements to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request 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. QMIAMMI-DMADE COUNTY xpiration Date: April !77,2020 Approval Date: July 91�`t� Pagel 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 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 i 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 1 None. F. STATEMENTS (submitted under file#14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014(5h Edition)and"No financial interest",prepared by PGT, signed&sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#15-1013.14,expiring April 07,2020. 2. Test proposal# 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (5'h edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon,P.E. 5. Test proposals No(s) 09-0177, 0177-A,B&C approved by BCCO. Is aq 1.Chanda,P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07,2020 Approval Date: July 21,2016 E-2 SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Group Anchor Substrate Frame Min.Edge Min INCLUDING POCKETS & 900/1350 CORNERS Member Distance" Embedment GENERAL NOTES Concrete(min.2.8.5 s) ea/Si VJamb 1" 1.3/8" 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 1 114'Elco Ultrecon Un NIU(A CMU.(ASTM,2 ks Jamb only 2-1/2" 1-V4' ed CMU(ASTM G90,min.2 ksi rout Jamb only � 2.112' f,V4' 2)DESIGN PRESSURES: Concrete(min.3.35 ksi) Head/S)IVJamb 1" f3/4" A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 114"Elco 410 S.S. Ungrouted CMU,(ASTM C-90) Jamb only 2-112' 1-1/4" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CreteFlex P.T Southem Pine SG=0.551 Head/Sill/Jamb 1" 1.395" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.85 its[) Head/Sill PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1/4'Elco Ultracon Ungrouted CMU(ASTM G90) Jamb only WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southem Pine(SG=0.55) Head/silUJamb 9116" 1-3/8" or S.S.BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #12, .8 SMS,, Aluminum,6063-T5• HeadISIIVJamb 3/6" 0.063" 4 3 (m1n.111hreadsfin) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel,A36• Head/SIIVJamb 3/6' 0.050" 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud,A653 Gr.33' HeadISIIVJamb 3/8' 0.0451' NARROW JOINT SEALANT. Concrete(min.3.275 ksi) Head/Sill/Jamb 1-112' 1.3/8" 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 114"Elco 18-8 S.S. Ungrouted CMU,(ASTM C-90) Jamb only 2" 1-1/4" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggre-Gator Grouted CMU(ASTM G90,min.2 ksi grout) Jamb only 2" 2` 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southem Pine(SG=0.55) Head/Sill/Jamb 1" 1-3/6' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southem Pine(SG=0.55) Nea USill/Jamb 8116" 1-3/8' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT q #12,steel sMs G5, Aluminum,6o6315' Headlsllll.lamb 3/0" 0.083' (roto.11 threads/in) Steel,A38' Head SIIUJamb 318" O.DSD' FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33' Head/SlWamb 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 1-112"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 9RODUCVREVRiEO 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 "``°�PhI"e" rt�r F7orfBt 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 tMo TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL I SILL TYPES.........17 Exp rlren.URr REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18,19 PARTS LIST.......................20 ��9k,* � 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),STH EDITION Type •ASTM E130M9 - G1 3/1fi"TEMPERED GLASS •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL,ADM-2010 •t`•t' /t�, GIA 1/4"TEMPERED GLASS •AISIS100-07152-2010 ; . . .:; G2 V I.G.:NIS"TEMPERED GLASS+5/6"AIRSPACE+3/16'TEMPERED GLASS • . •. G2A 1"I.O.:114"TEMPERED GLASS+112"AIRSPACE+1/4"TEMPERED GLASS 01 •.• L',CGvpF• ,�2���, DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1.2&3 ON NOT RATED FOR MISSILE No'DC705 SHEETS 6,7 8 8 IMPACT RESISTANCE s7;.rg.�b �. w,.aer. aM.: wN.ws: o.aywc :�^rC•••. r •'"j.��� JR 05105/16 B ADDED SPACERS TO SHEET 5. 1070TECHNaoor12Rlve GENERAL NOTES AND MAP N.VIW=FL 34275 r� r,'i,��,`I.....�C�v\\•� �t. (9af}1eo.160o SERIES 670 ALUM.SGD-NON-IMPACT — s+n.e aA.LYNN MILLER.P.E. C°o°e0 CERT.OFAUTN.918288 ® SGO.670 NTS 1 m 22 PGT0128 B P.E.#58705 JR OZ2WI4 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 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION NOM.PANEL WIDTH Aw ° PER TABLES 1-3 tw 13 CAN BE OXXXp. PER TABLES 1-3 t t3 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION t 1 j OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc I � G Jw Jc\ MAX.UNIT 13 t i o 0 13 t9 to t i o°a o MAX.UNIT ) 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3. IZay Imam HEIGHT / to 1 I' HEIGHT 1s t t I a rc PER TABLES 1-3 i x PER TABLES 1-3 % r "X"=OPERABLE PANEL, o 'w "0"=INOPERABLE PANEL, POCKET I a w POCKET jay` „p„=POCKET DETAIL LETTER —s.f— w =WOOD OR METAL INSTALLATION 1-PANEL , ,3 2-PANEL Q) CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS , ,3 I SHEET NUMBER i �— MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH -1 NOM.PANEL aw Ac w NOM.PANEL WIDTH Ac c c DLO HEIGHT=DOOR UNIT HEIGHT-10.126 PERT ES1-3 1 t3 1 13 PERTABLES1-3IQV t2 13 12 13 t2 t3 PANELHEIGHT=DOORUNITHEIGHT-1.866" 1 Jw Jc � c 19 Jw Jc 1 18 19 1 1 1 1 1s 19 to 14 i MAX.UNIT 1 13 19 18 t9 14 1 i p rc o MAX.UNIT t 3 1 1 a y HEIGHT I a y AtODUCf LLEVIC¢0 HEIGHT P RTABLES 1-3 / s /t9 / x PER 1 13 / Iw tiw aao0g7i0�ait61Yr F7oelda TABLES 1-3 i w Aeeepa.e�iw W / EipisNr Dal POC j y I � � � POCKET � y 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS w Ec 1 1 13 1 13 1 13 1 13 M .UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ac w NOM.PANEL WIDTH 1 Ac PER TABLES 1-3 1 13 1 1 t3 PER TABLES 1-3 c Jw Jc I 1 1 1 13 1 19 19 14 to Q c 1 79 19 1 1 I w O w MAX.UNIT t8 i SEE MAX.UNIT i3 HEIGHT 01 0 NOTE HEIGHT 1 t3 a s 19 is / I Q W PER 'S v 2,THIS PER TABLES 1-3 / / / / I TABLES 1-3 SHEET. POCKET I h EXTERIOR 1 13 \`,,• j .C•.• L1GEN,F'•, 5-PANEL CONFIGURATIONS \r 1 t3 t 3 z s CORNER,TYP. tw ,to.587G5 '{ (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) rr iL rtatw ey. oar": mwemv: orvrpanc �, g .L.aF 1070TECHNOLOOYORNEuu-T EXAMPLE CONFIGURATIONS ••.-'t0'Rin •., ^��;. N.VENICE,FL 30275 il0r �,'}•....••{ , �w m �K (941)080-1500 SERIES 670 ALUM.SGD-NON-IMPACT ' ;r'p':'%:L- {;• sax s"- A.LYNNT�ILLt`R,P.E. a°ems °"akod °e a CERr,OFAUTH.#29295 so0.57o NTS 2 a 22 PGTO128 B P.EAf 58705 JR 02/20714 • I EXAMPLE CONFIGURATIONS MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 355-7/16-@ 96-HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 300-114"@ 120-HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB NOM.PANEL WIDTH w A c CcLOCATIONS USING DETAIL'JW,"JC.'Kw'OR'Kc"INSTALLATION. 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. ilh A-IN 2)90-8.135"CORNER CONFIGURATIONS CAN BE A COMBINATION 19 19 19 MAX 19 j9 9 9 OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, lobo is is as a 96"OR 120" i w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. uj OPERABLE PANEL, IL L-/--- ILL-JI 111 11 POCKET 'i :0- INOPERABLE PANEL, p* POCKET 6-PANEL CONFIGURATIONS TF 1 .3 12 F—DETAIL LETTER MAX.UNIT WIDTH (%—'W'=WOOD OR METAL INSTALLATION W 'e=CONCRETE INSTALLATION NOM.PANEL WIDTHc [—SHEET NUMBER PER TABLES 1-3 1 3 12 3 1 13 9 v-T9j DLO WIDTH=NOM.PANEL WIDTH-7" t3 sDLO HEIGHT=DOOR UNIT HEIGHT-10.125' c 19 JmL MAX.UNIT 1 iPANEL HEIGHT=DOOR UNIT HEIGHT-1.866" HEIGHT 1 13 19 PER TABLES 1-3 PRODUCE REVISED C-plyi" ilk the Florida bding Gl& LL J/ POCK,17 EL L — IL -J[-�' 11. 7-PANEL CONFIGURATIONS 4mh- . P- - \Z41\zlj MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 1 lj 125 13 1 lf�, (T —j d2N CL2A 19 MAX.UNIT 3 K HEIGHT fff13 w is 9 19 PER TABLES 1-3 LYN qu PocKEr N "\'.kr a N 8-PANEL CONFIGURATIONS 0 w F 8- ftl 3 3 1 13 No.58706 0-p t N. EXAMPLE CONFIGURATIONS MICF-FL;;2, (wf1600 SERIES 670 ALUM.SQD-NON-IMPACT J - oroer R L � " QRr.0FA0TH.#2RM SOD-670 NTS 3 ,22 GLAZING DETAILS (G1 &G1A) 3/16"T GLASS 74 EXTERIOR 82 a 3/4"NOM. GLASS BITE 78 EXTERIOR X. 3/16"TEMPERED GLASS,TYPE G1 f%ooucrRmsEo w osp *g"n the Fhw1 ioac:w.1(z- 6Z y.3 ' AeteplMS Nu G0 E��kwin ustr�� ]i11'Ih.k t rotsN Coslgl 1/4"T GLASS 74 EXTERIOR 82 a 3/4"NOM. GLASS 78 BITE 54 1/4 EMPE RED TYPE G1ALYJtt+ 71 ',. i•!r,.52705 GLAZING NOTES: "T"=TEMPERED rmhder• n"m� aowro�s: 'r��.• i.y,.g0 /'O:L��:. o„� n.mdnc f0707ECHNOLOOYORNE GLAZING DETAILS r1 VENrc§FL 04276 „� -.C j��•..`,:`'...•'�,•':. ra�_ /90P80-1600 SERIES 670 ALUM.SGD-NON-IMPACT ' sm: sAem —7 "b1P A.LYNN ILLER,P`E. R o i22o/f4 � B CERT.OFAUTH.#29296 ® —SOD-670 NTS 4 -22 PGTO128 B P.E.#58705 GLAZING DETAILS(G2&G2A) I i I SILICONE HOT-MELT BUTYL STRUCTURAL 1"NOM. ° SILICONE STRUCTURAL --114"NOM. FOAMS �--3N6-NOM. z POLYISOBUTYLEN WITH 3116"T GLASS WITH DESICCANT DESICCANT - 5/8"AIR SPACE EXT.GLASS EXT.GLASS t i 3116"T GLASS 74 EXTERIOR IN GLASS INT.GLASS a 83 KODISPACE SUPER 124.127 3/4"NOM. 12< 4SG TPS Izs SPACER®NXT- GLASS BITE I 79 # 55 ALUMINUM I REINFORCEMENT POLYISO- DESICCANT FILL AREA 1"I.G.GLASS,TYPE G2 BUTYLENE 5/16"NOMI SEAL —5116-NOM. BUTYL& /--SILICONE SEAL r DESICCANT ROLL-FORMED PRODUCt REVD&® F FOAM STAINLESS STEEL ry enppbM{rh►14e F7eelffr. EXT.GLASS Atepiau—� NO/e-oL2y.o3 1"NOM. EXT.GLASS tli- 4 2e- 1/4"T GLASS INT.GLASS � � INT.GLASS 1/2"AIR SPACE 1/4"T GLASS DURASEAL© XL EDGE 74 128 SPACER 12f SPACER EXTERIOR 88 a z 1 124-127 314 NOM. Part# Description Material GLASS '124 Kcmmerling 4SG TPS Spacer System 125 Quanex Super Spacer nXP with Hot Melt Butyl See this 126 Quanex Duraseal Sheet for 79 Materials 127 Cardinal XL Edge Spacer 55 "' REFERENCE TEST REPORTS:FTL-8717.8968&8970 V(N,y 4'/44 E 1"I.G.GLASS,TYPE G2A q; k GLAZING NOTES: No 58705 _ { "T"=TEMPERED VK��GLUarR 19J,05/05/16 B ADDED SPACERS. � b1sb� 1070 IFpff GLAZING DETAILS %,G;'•.. F�oa�F4�G;' N,veNrc>:pc su7s /B,Iy�IWO SERIES 670 ALUM.SGD—NON—IMPACT SSIONA� °" 7 �"" k.c-fw IL•L%h P.E Z JR o rzo/f4 carr.aFaunc s'Zs2as Sco-sm NTS 5 -22 PGTOi28 B P.E.a se795 F TABLE 1: TABLE IA: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP For comer astra olage on 90"or 135"comer units,see sheet 11 (Water Infiltration Rating) II Table applies to all Glass types and Door Unit Height Sill Riser Height OH LENGTH F�--- the SWe/Astragal types shown below. B0" 90" 96' (+)Design 73-118"ULO 79418"01-0 85-114"DLO (Flat or Box,see h psf = Positive(+)DP may be linked by Pressure, Anchor Group Anchor Group AnchorGroup MaSheet 17xx Group ) C7 Table 1A. OH LENGTH t 2 3 4 1 2 3 4 t 2 1 2 3 4 Flush-1-11Y see note 3 OH RATIO= OH HEIGHT Lu 3 4 x �) OH RATIO 2 1 DasgnPnlssure +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.0/-102.9 _ _ +46.67 = E.- E 17" Head/Sill C4+1 G4+i C4+1 C4+1 G4+1G4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3114" +60.0 O OLO Jamb 8 8 8 8 8 888a88 8 8 8 8 8P-hook 6+7 8+7 6+7 8+7 7+8 7+8 7+9 7+8 7*8 7+8 7+B 7+8 7+8 7+8 7+8 7+8SEE NOTES 1-3Design Pressure +90.0/-106.3 +90.0/-100.2 +90.0/-92.2 +85.3/-85.3 SEE NOTE3 23" Head/Sill CA+1 Ca+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C01 CA+1 C4+1 G4+1 OLO Jamb B 8 8 8 8 8 6 8 8 8 8 8 8 8 8 8 P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 1+8 7+8 NOTES: Das'n Pressure +90.0/-92.9 +87.31-87.3 +80.0/-80 +73.8/-73.816" 29" Head/Sill ca+1 Ca+1 G4+2 Ca+z C4+1 G4+1 Cd+1 C4+1 C4+1 C4+1 G4+1 +1 C4+1 C4+1 G4+1 C4+11)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. DLO Jamb 8888 8 8a8 8 8 a86 88P-hook 6+7 s+7 s+7 s+7 7+a 7+e 7+a 7+a 7+a 7+a 7+a 7+8 7+e 7+8 7+8 7+8 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PDes'n P assu B +83.7/-83.7 +78.4/-78.4 +71:6/-71.6 +65.6/-65.8 THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, 35" HeedBill C4+2 C4*2 C4+2 CA+2 C4+2 C4*2 C4+2 C4*2 C4+1 Ca+1 C4+z G1+2 C4+1 C4+1 C4+2 ca+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 42" DLO Jamb 8 8 8 8 8 a 8 8 8 8 8 8 8 8 8 8P-h7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+81A. Das'nPrBssure 0 +77.1/-77.1 +720/-72 +65.5/-65.5 +60.0/-60 41" Head/Sill fc1+2 +2 ca+2 c1+2 +2 G4+2 Cd+2 C4+2 ca+z ca+2 C4+2 C4+z ca+2 c4+z ca+2 ca+2 3)4",3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS 48 Lo Jamb a a 6 a a 8 e s e a a s s a e THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT P-hook 1s+7 a+7 s+7 a+7 +e 7+e 7+e 7*s 7+8 7+e 1 7+8 7+e 7+e 7+e 7+6 1 1+8 REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN Design Prossum +67.4/-67.4 +61.0/31 +54.7/-54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA �„ 47" Haed sill C1+2 G4+2 G4+2 C4+2 C4+2 C4+2 c4+2 ca+2 Ca+2 ca+2 G4+2 ct+2 c4+2 ca+z c4+2 Ct+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER DLO I 'Jamb 8 8 6 1 8 1 e. 6 1 e 8 a e a e 8 8 8 6 INFILTRATION. P-hook 6+7 6+7 6+76+7 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1+8 Lbs'n Pressure +69.1/-69.1 +57.6/37.6 +50.6/50.6 53" Head/Sil1 C4+2 C4+2 C4*3 CA+3 C4+2 C4+2 C4+3 Cd*3 C4+2 C4+2 C4+2 C4+2 C4+2 C4*2 C4+p C4+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT DLO Jamb e s e a s a 6 a 1 a 1 8 a 1 a 8 8 e 8 INFORMATION. P-hock 1 6+7 6+7 1 6+7 1 6+7 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7-8 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 Z FOR PAIRS TO DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" ➢RODUCr REVISED M caopl7iog.ilk the F1urlda bb.diaR(,oda THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. a<apuucc NB !-O!Z .eS E>,plraiie�Do/c Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135"Astragal Lockstile @ I Interlock P-hook Lockstile @Jamb 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 DWS- �Y�� Standard Astragal Outside Corner Inside Outside Corner Corner Inside InsideCor Corner Outside ,•, •1/;, Corner Part#60(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) Part#60(x2) Part#60 Part#60 Part#67(Astragal) Part#60 Part#118(Corner part#120(In.) Parts#31&#32 Part#61 RecelverJ (Corn.&Fxd Mount) 58705 % rsnl BF ea![ rArYba Bim' ��'fl •. t•.,t.G:' .' �,. 1070 TECHNOLOoyORAE DP AND ANCHORAGE `;�,_ ., .oR10".•.C-1 N.VENICE,FL 34276 SERIES 670 ALUM.SGD-NON-IMPACT %''''`�'�"�•,�" mar m.: 9..r.vu. (Oer}490-1600 w.e -ft- 8..: I'1'V,: ; A.LYNN h11LLER,P.E. SJR 02!20/14 CERT.OFAUTH.929290 ® 5011670 NTS 6 22 PQTOf28 B P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2 a 3) SI)I Height to Max.(+)DP For wmer tiragal anchorage on 90'a 1356 comer units,see sheet 17 un (Water Infiltration Rating) Door t Height Table oppfas to e0 Glass types end 80' 90' 96' 702 108' 114' 120' Sill Riser Height the Stile/Astiagal types shown 89-7/8'DLO 79-7/6' LO 65- DLO 81.718'DLO 87.718-DLO 103.7/8'DLO 109-7/8-DLO (+)Design below.P.0iwe(+)DP may be qpp aGroupEmil ncorGmup Anchor GmaP Arc 'Group xhor GRx� Anchor Gmup AmhorOmup (Flat(N Box,see Pressure,psf limited by Table 2A. 1 2 3 4 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Sheet 17) Des nPressvm +90.0/-140.0 +90.0/-133.0 +900/-122.0 +90.0/-114.0 +90.0/-106.0 +90.0/-99.0 +90.0(-93.0 +88.0(-86.0 Flush-1-1/2" see note 3 24' 17' HeadiSlll a.1 Cb.i C4+1 Cd+t Coat C4+1 C4N C4N C4N C9+1 G+i C4+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 GN Cd+1 C4+1 C4+1 C4+1 C4+1 G+1 C4N C4N C4+1 C4+t C4+1 C4+1 Low-2-1/2° +46.67 DLO Jamb 8 6 8 8 0 8 B 6 8 8 B B 8 8 8 B 10 10 10 10 10 10 10 70 10 10 10 10 10 f0 10 70 P-hook 6+7 7+8 7+8 7+8 7+6 7.8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7.8 7+8 7+8 6+9 8.9 6+8 8+9 Bag Bag B+9 8a9 BNO 9+10 9+10 9+f0 9+10 9+10 9«10 9+10 Medium-3-114" +60.0 Desl9n Pressure +90.01-141.6 .90.0/-133.6 +90.01-122.9 +90.0(-113.8 +90.01-105.9 +90.0/-99.1 +90.0/-93.1 +87.607.8 High-4° 30• 23' Headlsill C5+1 C5.1 C5+2 C5+2 C5+1 CSa1 C5+2 C5+2 C5+1 C5+1 CSN CS+1 C5+1 CSat CSN C5+1 C5.1 CSN C5N C5a1 CSN CS+1 C5+1 CS+1 CS+1 CSN C5a1 CS+1 C5+1 C5+1 C5+1 05+1 SEE NOTES 1-3 DLO Jamb 8 8 10 6 6 6 10 8 B 6 10 8 6 8 10 8 10 10 10 t0 10 10 10 1D 10 10 10 70 10 10 10 10 P-hook 7+B 8+9 8+9 6+9 7+B B+9 8+9 6+9 7+8 8+9 8+9 8+9 7+B 819 6+9 8+9 6+8 8+B 8+9 8+8 B.B 6+9 8+9 Bag 9+10 9+10 9+10 9+10 9N0 9+10 9+10 9N0 Design P.M. +90.01.123.9 +90.01-118.4 +90.01-106.7 +90.01-98.5 +90.01-91.4 +85.3/-85.3 +80.0/-80.0 +75.3/-75.3 36' 29' Head/SI/ G5+2 C5+2 C5+2 C5+2 C5+2 CS«2 C5+2 C5a2 C5+2 C5+2 C5+2 C5+2 C5+1 C5+1 C5+2 C5+2 C5+1 C5+1 C5+2 CS+2 C5+1 C5+1 CSN C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 CS+1 CSN C5+1 01.0 Jamb 8 6 1 0 B B 6 10 B 8 B 10 8 B a 10 0 10 10 10 to 10 1D 10 10 10 10 70 10 10 10 10 10 S P hook 7+8 8+9 8+9 8+9 7+8 8+9 8+9 8+9 7*8 8+9 8+9 8a9 7+8 8+9 6+9 8+9 8+9 8+9 6 +9 8+9 8+9 B+9 B+9 8+9 9+10 8+10 9+10 9+1 9+10 9+10 9+10 9+10 3 D. .Pressure +90.01-111.6 +90.01-104.5 +90.0/-95.4 +87.8/-87.8 +81.31-81.3 +75,7/-75.7 +70.8/-70.6 +665/•66.5 35' F7cadISiO C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 25+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5a2 CSa2 C5+2 C5+2 C5a2 CS+2 CS+2 C5+1 CSN C5+2 C5.2 C5+1 C5+i C6+2 C6+2 42 DLO Jamb 8 8 10 B B 8 10 6 6 8 10 B 0 8 10 8 16 16 10 16 10 10 10 10 10 f0 10 +1 10 10 10 10 P4iook 7.8 8+9 6+9 8+9 7.8 8+9 B+e 8+9 7+B B+9 B+9 6+9 7+8 8+9 8+9 8+9 8+9 8+9 8+e 6+e 8+9 8+9 6+9 8+9 8+10 9+10 9*t0 BNO 9+10 5+10 8+10 BNO Dasign Pressure +90.0/-102.9 +90.0/-960 +87.31.87.3 +80.0/-80.0 +73.8/-73.8 .68.6/-68.6 +64.01.64.0 +60.0/-60.0 48' I1' hlesdlSiO C5+2 C5+2 C5+3 C5+3 C5+2 C5.2 C5+2 C5+2 2L.2125+212§+2 C5+2 C5+2 C5a2 C5+21 C5+2 C5+2 C5+2 C5+2 C5.2 C5+2 C5.2 0512 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 DLO WIDTH= DLO Jamb 8 8 10 a 8 6 10 B B 8 10 8 8 B 108 10 70 10 10 10 10 10 10 10 16 10 t0 10 10 10 10 P4uok 7+8 B+9 B+9 8+9 7.8 a+9 B+9 fia9 7+8 8+9 a+9 8+9 7+e 8«9 8+9 B«9 8+9 0+9 6r8 B+9 8+9 8+e 6+9 8+6 fi Iu 8+10 9+10 9+10 9+10 9«10 9«10 B+70 NOM.PANEL WIDTH-7" Design Pressure +83.0/-63.0 +77.2/-77.2 .69.81-69.8 +63.81-63.a 64- 4r Head/ssl C4+2 C4+2 C5+3 C5.3 C4+2 C4.2 CS+2 CS+2 C4.2 Cs3+2 C5+2 C5+2 CA+2 C4a2 C5+2 C5.2 DLO HEIGHT DLO Jame B e e e B a a e B e e e 8 8 B fl DOOR UNIT HEIGHT-10.125' P-hook 6+7 7+e 7+8 7.8 7+B 7+B 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 Not available in these sizes Design Pressure +79.2/-79.2 +73.31-73.3 .66.01.660 +60.0/ .0 80' Headl618 C4+3 C4+3 C5+3 C5+3 C4+3 31 CS«3 C5a3 C4+2 C4+2 C5+3 c5+3 C4+2 CA+2 C5+ C5+2 PANEL HEIGHT= DLO Jamb e e e B e s e e e 8 8 e s e a B DOOR UNIT HEIGHT-1.866" P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+B 7+e 7+8 7+8 7+8 O= EXAMPLE ON SHEET 9 MObVCf REVISED s complyme with the Ft rid'. 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. hiadiag C ode Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ ActeFtaoee No/x__Z •a3 Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal E,phwmw Gare 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 Inside R�atrr lldiP retCtWre! Standard Astragal Outride Corner Outside Comer Corner Inside�� t��-1f�}'ll Corner Outside ll��dd Inside Cor Corner Part M61(Stile) Part 461(Stile) Part#119(Out.) Part#61(Stile) Part 661(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner part#120(In.) Parts#31&#32 Part 1161 Receiver) (Corn.&Fxd Mount) NOTES: 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC( )SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR w x OI OH RATIO z 1 ti__/7. WATER INFILTRATION. =O o No.'8705 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 ibnr40y: pm Revbb:e oiref+h+' �;. 5'.;ii'E uF 1070 TECHNOLOGY Di r DPANDANCHORAGE •,•�>_5,,;;/'col,lon..••,�;r•.: N.VFJJICE,FL 34775 1� / ,r`•r�t-r+�.`'..1-'Gti+,-. �„Nfip 1600 SERIES 670 ALUM.SGD-NON-IMPACT 3GS - A.LYNN MILLER ,P.E. ° ay. DP.Eq 58705 JR 02014 imCEATOFAU7H02027 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 Umt Height Sill Riser Height Table applies to all Glass types and 9 + OH LENGTH Bo" 84" go' 96" O Pressure, p the Stile/Astragal types shown (Flat or Box,see 69-718"DLO 73-718"DLO 79-7/8"DLO 85.7!8" O Pressure,psf = below.Positive(+)DP maybe Sheet 17) O, limited by Table 3A. Anchor Type Anchor Type Anchor Type AnchorType Y Flush-1-112" see note 3 w 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 = 0 OH RATIO 2 1 Design Pressure + - + + - + - Low-2-1/2" +46.67 = 0 24" 17" HeadlSill C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4t1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4' +60.0 O DLO Jamb 8 8 8 B 8 8 8 8 8 8 8 e 8 0 8 8 High-4" +90.0 P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+e 7+e 7+8 7+8 7+87+8 7+8 7+8 7+8 SEE NOTES 1-3 Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-136.2 +90.0/-128 30" 23" Haad/SIII C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 LA 2 C6+2 C5+1 C5+1 C6+2 C6+2 OH LENGTH DLO Jamb 8 B 10 8 8 8 10 8 8 . 8 10 8 8 8 10 8 OH RATIO=OH HEIGHT P-hook 8+9 9+10 19+1019+10 8+9 9+10 19+1019+15, 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 1 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. 36" 29" Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 CS+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 ) DLO Jamb 8 8 10 8 8 8 16 8 8 8 10 0 8 8 10 8 v P-hook 0+919+1019+1019+10 8+9 9+10 9+10 s+10 8+919+1019+1019+10 a+g 9+10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN Design Pressure +90.0/-125.5 +90.0/-717.6 +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" 42" 35" Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). a DLO Jamb 6 8 10 6 0 0 10 8 0 8 10 8- 0 6 10 8 SEE TABLE 3A. P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 8+10 9+10 9+10 E Design Pressure +90.0/-115.7 +g0.0/-106 +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" HeadlSill C5+3 C5+3 CB+3 C6+3 C5+2 C5+2 CB+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER 48" DLO Jamb 0 8 10 0 8 8 10 8 8 1 8 1 10 8 8 8 10 8 P-hook 8+919+1019+1019+16 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+919+1019+1019+10 RESISTANCE B NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +83/-83 +77.2/-77.2 +69.8/-69.8 +62.67.62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT 54" 47" Head/SIII C4+2 I C4+2 C5+3 C5+3 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C4+2 04+2 C4+2 G4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DLO Jamb 8 8 8 8 8 8 8 8 88 8 8 8 8 8 8 P-hook 6+7 7+8 7+8 7+8 7+8 7+0 7+8 7+8 T. 7+8 7+8 7+8 7+8 7+B 7+8 1 7+8 Design Pressure +79.2/-79.2 +73.31-73.3 +661-66 +58/58 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND 53" Sill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 (4+2 C4+2 C5+3 05+3 C4+2 C4+2 C4+2 Cd+2 EMBEDMENT INFORMATION. 50" DLO Jamb 8 8 1 8 1 0 1 8 1 8 1 8 1 8 0 1 8 1 8 1 B i 8 1 8 1 6 1 8 P-hook 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+e 1 7+8 1 7+8 1 7+8 1 +e 7+0 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. DLO HEIGHT=DOOR UNIT HEIGHT-10.125" oucr REVISED as--PlY gwantn,Fl.,M, Iw,dieg Gda PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" AI+•rW-ceNo Eapirmdea 9MIe_ [..i-7/•? THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 16&19 FOR ASSEMBLY DETAILS. 6 ICL,- Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @r ,� Yrl Comtrd 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-dutyStile Heavy-duty Astragal Outside Corner Outside CoInsrde ner Corner ' Insid Inside Cor Corner Outside Corner Part#62 iStile) Part#61(Stile) Part 461(Stile) Part H119(Out.) i.i„ 5570-,Part#61(x2) Part#61 Part 461 Part 968(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) -Br wd ft as ma.r !� .t 0 10707ECNNOLocroRvE DPAND ANCHORAGE C,S. . ....... ; N.VENICE,FL 34276 rnr ;�.:/niM11L•1 w.��.`` mar tee, (841}1961600 SERIES 670 ALUM.SGD-NON-IMPACT `r sYl.sbai eoi" mee aa+mxx a"r. A.LYNN MILLER,P.E. gra o gala CERT.oFntnN�6 scas70 NTS 8 -22 PGTO128 B P.E.#58705 ' NO FRAME "7-18"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTHDETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C. INTERLOCK POCKETS CLUSTER,SEE THIS AND \� 60"NOM. SHEET SEE POCKET 8 P-HOOK I PANEL WIDTH DET/AILS,SHEET 11 x x JAMB MOUNTING r------- - xx x x x x / x x x x xxxx x x x 6"MAX. INSTALLATION, ADAPTER s^Max. (W r x x x x x x x x x x x THIS SHEET ANCHORS MIDWAY 1 o f 3„MAX. x x p I &SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF ?: ANCHORS&AT 3" l I® ° x=FRAME x x ANCHORS \\ FROM TOP& i —F®i I I tp ANCHORS 96 (TOTAL 8 1' •' + BOTTOM Ion t4" ip o UNIT Z1� ANCHORS) LMAX.O.C.' HEIGHT PER JAMB 4.051" 8"MAX.TO OPENING °¢ ®I __II 14"MAX.O.C. 0 o=P-HOOK EDGE OF POCKET SEE w a I T� O ANCHORS x x� (SEE JAMB INSTALLATION i o¢ ®I + Z7 DETAIL DETAILS'Jc'&'Kc', i�s�s °� mo=P-HOOK BELOW) END PANEL SHEET 14&PART 3 ®I ;U MOUNTING ANCHORAGE DETAILS'J'&'K', i Y� 1 j j lol r- 3"MAX. ADAPTER x x 24"MAX. (2 ANCHORS) SHEET 19 FOR a J--F®1 + ANCHORS _ x P-HOOK x x %x, ✓ END PANEL L__________ „+2., ANCHORS x. x x x x x x x x x x ANCHORAGE END PANEL x x x x x x x x x x .� 6"MAX. ANCHORAGE(SEE ANCHORAGE x x x x �•+2" SKETCH BELOW) (SEE SKETCH BELOW) �.+2" �•+2" •±2' ANCHORAGE °*2" j CENTERLINE 8'MAX.,TYP. ANCHORAGE 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. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6„ SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1 1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21^ � OCCURS AT THE P-HOOK. NOM. •I 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. I WIDTHANCHORS PER PANEL. ADDITIONAL ANCHORS 24'0.C.MAXIMUM. 1 DETAILS,SHEET 10 FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY "p ESS 5.64" =.u. ng with[he F1ut9ds REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR 1io pf° cc ! /—"+2"ANCHORAGE � Acceptmm No - 6Z CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT E r•u•.u'Ic 3.5" cE eauxEOF 6"MAX. REQUIRED AS PER THE FIGURE AT RIGHT: CENTERLINE jAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR �„y —2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE i FRAMEJAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR 1 +2"ANCHORAGE REQUIRES SEE"C5"CLUSTER END PANEL CENTERLINE CENTERLINE •` "C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE • I DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8" INTERLOCK ASTRAGAL i 4.051" �—I� 3.5" I_ MAX. .„t'!I1%%. • • CENTERLINE CENTERLINE CENTERLINE EXTERIOR ”+2"ANCHORAGE (� "+2"ANCHORAGE - OF PANEL 3 1 OF PANEL 4 OF PANEL 5 /SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS -'_.' Q .� J b 4_' 1TE Or �Br BY �, 1070 TECHNOLOGYDRIVE ANCHORAGE SPACING&EXAMPLE PLANS ''<.':rle?•..•.`.�; N.VENICE,FL 94275 tek �_\'�:• . :.+� SERIES 670 ALUM.SGD-NON-IMPACT ••;",''"r')•-`"� (941}48(11600 sit y� ra.e po„yti, ar. A.LYNN•MILLER,P.E. or.xer. Oae' e CERT.OFAU7R.#29296 ® SGD-670 NTS 9 •�22 POT0128 B P.E.rF 58705 S JR 02/20/14 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. 2.04 INTERLOC 'IF NEEDED INTERL NDIIION,USE "-7-1 EEDED 2.04^ CEN INE I C RUNE C6"CLUSTER DET CEN RLIN 5" EX RIOR 16"DIAG. 7" 7„ 3.5" 1.75" 21" 4"DIAG. 4"DIAG. MAX. Q.C. EXTERIOR 2.0 2.04" 2.04" 1 21" I 5. " MAX. �EIR,IOR 3'5" 7" EXTTEE1RIIOR4"DIAG. 7" EXTERIOR 7 3.5" O.C. v 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 6"MAX. 5.64" (a)ASTRAGAL OR INTERLOCK CD ASTRAGAL OR INTERLOCK CaZ ASTRAGAL OR INTERLOCK �2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB CHORS ARE REQUIR , C4") CHOIRS ARE REQUIRED,"C ANCHORS ARE REQUIRED " 6') ANCHOR PAIR MAX. F4-TRACK ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION AG. FRAME JAMB INTERLOCK-1—IF NEEDED INTERLOCK- I CONDITION,USE INTERLOCK-1—IF NEEDED2.04" EXT ANCHOR PAIR CENTERLINE I CENTERLINE I C6"CLUSTER DETAIL) CENTERLINE 3.5" 3.5" 7" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. o I _ MAX, TRACK(INT.SHOWN) 2.04" 4"DIAG. 4.08" 4.08" O.C. 2.04" 5.64" NOTES: EXTERIOR " ,.."-. EXTERIOR 7" 4"DIAG. EXTERIOR 3.5^ 1.ALL DIMENSIONS SHOWN 7 n 3-TRACK FRAME HEAD/SILL �L 3.5" ARE BASED ON MIN. V 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 6"Mme' ALLOWED. (a7 ASTRAGAL OR INTERLOCK Cad ASTRAGAL OR INTERLOCK (a7 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 REVISED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR CONDITIONS ONLY: (FOR SPLICE CONDITION,DO NOT •+��Plyin will,lk.Florid& INTERLOCK IF NEEDED INTERLOCK i CONDITION,USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION buwi.XC..e ) CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL CENTERLINE IF NEEDED A1-10-°"No/'(-6 0 O 3 1.75, -I 3.5" 3.5" .1p.."M Mot, 44,02 z-t_� 3.5" --I 3.5" 7" b� �44� .LL �1 >t'ytyr 2.04 4"DIAG. 2.04" 4"DIAG. 2.04" 2.04" 5.37"DIAG. 4"DIAG. - 2.04' EXTERIOR EXTERIOR �_ 7• EXTERIOR 7" 3.5" 15 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL (al ASTRAGAL OR INTERLOCK P ASTRAGAL OR INTERLOCK an ASTRAGAL OR INTERLOCK 1'`'•'R1C° (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 �Br. ' 1070TECHNOLOGYORAIE ANCHORAGE,EXAMPLE CLUSTERS •''•:'������:: ;,�> �� N.VENICE.FL 34275 rm. ;;�I_f�I.- �`• W.F. �4,y, ,sem SERIES 670 ALUM.SGD-NON-IMPACT — s� e1e"' vl-ft' p0" A.LYNN MILLER,P.E. °-a °"°' B a0 °"m cERr,o Aures.#29296 ® W.7o NTS 10 ",22 PGTO128 B P.E.P 58705 JR 07,20114 2.04" 2.04" 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR INTERIOR / 1.ALL DIMENSIONS SHOWN ?4'DIAG. ?""DIAG. 8.94" 7" / ARE BASED ON MINIMUM 6.12" 6.12" 3.5" 3.5" ALLOWED. INTERIOR INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR INTERIOR QUANTITY AND SPACING, 90° 3. " 90° 3. " 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. \�7 EXTERIOR 4" 3.5"° 4" 3.5" ! 3 4" "+1"ANCHOR 2.04" EXTERIOR 2.04" 7 2.04° EXTERIOR 4" 2.04" 7" EXTERIOR 6'94' 90°CORNER . 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL II-- CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6") 4.08" „+2"ANCHOR INTERIOR EXTERIOR INTERIOR 4.08" "+1"ANCHOR 4" 7.41" 2.04" 4"DIAG. INTERIOR 3.5" INTERIOR 0. 135*135° 3.5" I EXTERIOR CENTERLINE '3 3.5" OF PANEL 4.08" 4.08" "+3"ANCHOR 5.37"D AG. 5.37"DIAG. 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" EXTERIOR ALL I7 90°CORNER 135°CORNERn VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL V CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L I OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 1 4"DIAG. 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT INTERIOR/ 6.12" INTERIOR 2.04" - PRO I a 2.04" rn-plyieg with tie Fluclda 6.12" 3.5" A.ding Cade EXTERIOR CENTERLINE Aceeptance No /W-06 z? 3 4" INTERIOR 5.88" OF PANEL Etp-Ictrion Mte � INTERIOR 0° 4" 35" 135° "+3"ANCHOR DIAG. 7' 2.04" Rgrar 84h P1ed'eF Cn'�w G 3.5° 4.08" 6.12" 4"DIAG. 6.12" 4"DIAG4 7" EXTERIOR .I,ltlii:'iJ 2.04" 3.5" 4" 4"DIAG. 3.5" 3.5' I at i_YrvF EXTERIOR 7 EXTERIOR4" CENTERLINE ••��I•,.• ••• •.:'. •, 90°CORNER 135°CORNER 2.04" I� I OF PANEL ;.ei.l;,.•.'J.: 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL4-TRACK FRAME HEAD/SILL t'!o.58;,`, ("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) Revd BY Wh ReNtmc orvpmx S(.�i i_t)iJ/..,• Rmaer. ons RMLmn 10707ECHNOLOOYORIVERff ANCHORAGE,EXAMPLE CLUSTERS `;?ca,�•..`,f ;_: N.VENICE.FL 34275 R"vm1 By: am: Rte= SERIES 670 ALUM.SGD-NON-IMPACT oam: clsrxaae oats e.m°n mt ras alwc o'" - tw. A.LYNN MILLER P.E. JR 07/20/14 CERT OFAD7H.1929296 SGD-670 IVT$ 11 22 PGTO128 B P.E.#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16" 2-1/16"' 2-1/16"• NOTES: EXTERIOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS a tSEEANCHOR MAX. MAX. MAX. SHOWN ARE BASED j' �_ SHIM EXTERIOR SHIM EXTERIOR SHIM ON MIN.ALLOWED. EMBEDMENT: T j2.METAL OR WOOD SEE TABLE A, SUBSTRATES MAY BE USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD HOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,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 DIAGONAL O.C.IS 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD ' IfRh MIN 4"(HEAD&SILL) Aw WOOD INSTALLATION Bw WOOD INSTALLATION Cw METAL INSTALLATION 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, 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.)] 1 SHEET 1 SHEET 1 J (1/4"MAX.) — (1/4"MAX.) EXTERIOR T EXTERIOR EXTERIORT EMBEDMENT:SEE TABLE A,SHEET 1 2-1/16"• a2-1/16". EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A.SHEET 1 SEE TABLE A,SHEET, SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL ow WOOD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE � rrtaoucraevime� TABLE A,SHEET 1 EDGE DISTANCE: wmaPhiBgwilh Ne mda SEE TABLE A, hd'"gam EMBEDMENT:SEE a:pir METAL TYP., SHEET 1 &pill wiaapule y 7 TABLE A,SHEET 1 EDGE DISTANCE: SEEANCHOR NOTE 4, HEET 1 6 l' . w� EDGE DISTANCE: SE O E TABLE A, pn4mtC 2X WOOD SEE TABLE A, 2X WOOD I C SHEET 1 TYP.,SEE ANCHOR SHEET, TYP.,SEE ANCHOR I ' NOTE 3,SHEET 1 NOTE 3,SHEET 12-1/16"' r / 1SMS ANCHOR TYP., 2-1116"• SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16"• &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS " &TABLE A,SHEET 1 'iYNN EXTERIOR I 0 EXTERIOR EXTERIOR BEYOND THE METAL 1/4"MAX SHIM Imo— n MAX.SHIM SUBSTRATE _ V " 1/4Imo— �; '• 1/4"MAX.SHIM E— No 5870 _ 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB h - Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION - :, G{6 6 ' —Sr Oeh ReMUana •ion -Agarr10707ECHNOLOGYDRIVE ANCHORAGE DETAILS N.VENICE,FL 94275 ROBE BY• oem: RevhlPv.' /�„y,�,� SERIES 670 ALUM.SGD-NON-IMPACT :; ��r•.. >;-E g'", A.NY N`IVIUEK,P.E. lHe, sDr. [O auem w� CERT.OFAUTH.#29296 SGD�70 NTS 12 JR 02/20/14 d 22 PGTO128 B P.E.#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: ISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE TABLE A, T 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE _1/16" ER TABLE 2.1116"" PERTABLE 2-1/16"• ON MIN.ALLOWED. A,SHEE _ SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS TERIOR I•' :• t •• Mme• MIN 4"(HEAD&SILL) 1 r +r I SHIM OR 6"(JAMB)SEE DETAILS, SEMB DMENE ABLE A, M TERIOR L MAX EXTERIOR � 0&11. SHEETS EE T 1 S IM <�] SHIM PRO RLY SECURED 1X CONCRETE A HOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD CK TYP.,SEE SEE ANCHO NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NO SHEET 1 . TABLE A EET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION BoCONCRETE INSTALLATION k�jqj 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 ITABLE R NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 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,SHEET NOTE 5, NOTE 5­ 1(1/4"M , 1(1/4"M SHEET 1� SHEET 1L (1/4"MAX.) (1/4"MAX.) tf1 TERIOR EXTERIOR EXTERIOR J. ��- CONCRETE 2-1/16"' 2-1/16"" �2-1/16"• PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A.SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET 1 SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Bc CONCRETE INSTALLATIONFc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE D crReviseD TABLE A,SHEET �I EDGE DISTANCE: xs-wlyfugahtobeFSodk EDGE DISTANCE: SEE TABLE A, Acct p+nec�a No I G-Gb2 •03 BEDMENT:SEE CONCJCMU ANCHOR SEE TABLE A, PROPERLY SECURED SHEET 1 E.Pwaeim D. ABLE A,SHEET 1 ~I TYP.,SEE ANCHOR mll. SHEET 1 1X WOOD BUCK TYP., l �h SEE ANCHOR NOTEE3.3, b PRO ERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 ae''Ik3r' �urtCnufid SEE TABLE A, SHEET 1 I 2_1/16" IX OOD BUCK TYP., SHEET 1 SE ANCHOR NOTE 3, CONC./CMU ANCHOR 2-1/16" SHEET 1 TYP.,SEE ANCHOR 2-1/16"'f PROPE LY SECURED '' NOTES&TABLE A, 1 C C./CMV ANCHOR, /y '..: 1X WO D BUCK TYP., SHEET 1 P.,SEE ANCHOR SEE A HOR NOTE 3, CONCRETE ,1 CONCRETE TES&TABLE A, SHEET 1 OR CMU OR CMU SHEETI CONCRETE PERTABLE EXTERIOR PER TABLE `.... . ... EXT IIOR II OR CMU EX 7 RIOR A,SHEET 1 A,SHEET 1 10ti,. •�( V 1 "MAX.SHIM -�I{�- PER TABLE Y c•.••mac . A,SHEET 1 1/4"MAX.SHIM I 1/4"MAX.SHIM58TJ5 , 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB >, CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION r b rte; tee, yam: ,:�.: = " '. ., b •:U•. n p,�„s f0707C-0NNDLOGYORNE ANCHORAGE DETAILS C.,'.. �i��R�p?...'�j;•' At VENICE,FL 9!275 mx '••.... R r. �•�' /wr}asaisso SERIES 670 ALUM.SGD-NON-IMPACT n''Sip;dA'>•t''` s'°iLo°'r �"' s'"i° °O••°^'° R"" 'tJIVMILLE)2,P.E. n jRvf. nam: cn a nam: CERf.OFAURI.A292Hfi 5�7 SGD-G70 NTS 13 a 22 PGTO128 B P.E.#58705 JR 07/20/14 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR INFILTRATION CONC./CMU ILLUSTRATIVE o WOOD ANCHOR TYP., PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR TYP.,SEE TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 2s ANCHOR NOTES& SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED 28 SUBSTRATES. SHEET 1 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE 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 2e SHEET 1 ADAPTER CONCJCMU AND P-HOOK EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., -ANCHOR ANCHOR TYP.,SEE SEE ANCHOR NOTES V P-HOOK ", ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS 4a 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 CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU SEE NOTE 4,SHEET 1; EMBEDMENT: ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE I MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE i A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 (ALSO SEE TYP. ALSO SEE TYP. EMBEDMENT: j ( SEE TABLE AILLUSTRATION,SHEET 9) , ILLUSTRATION, 28 EMBEDMENT: SHEET 9) PROSHEET 1 SM SEE TABLE A, ®p13 ugh r orlGa EDGE DISTANCE:SEE 1 -p SHEET 1 TABLE A,SHEET 11-1/4"MIN.EDGE DISTANCE Actrpbacc Na 16-0(2q o3 30 •".....' 30 } EirtnN�n 6xie rli 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�5 v (ALSO SEE TYP. - 2.693"MIN. A,SHEET 1 2.693"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE I P-HOOK FOR USE WITH BOX SILL RISERS 4a P-HOOK FOR USE WITH BOX SILL RISERS I Kw PARTS#19,#21,#23 OR#25, \,LGJ PARTS#19,#21,#23 OR#25. NI'I :P,`j'• METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR `t0. (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT :•' _� FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY vi• hSc.:: 'j5 ) i Rnra4 Oab: R"vkirne: pro{p'Jos /,l o� n.m� 1070 TECHNOLOGYDRIVE ANCHORAGE DETAILS N.7 .VENICE,FL 34275 ms ..FLf 1f:1L.• i'•'J:\ I r 1811}430.1500 SERIES 670 ALUM.SGD-NON-IMPACT °vbt} m^e aer. A:LYNN MILLER•P.E. i 0,wR M- ammo car.. CERT.OFAOTH.p23P85 SGD670 NTS 14 m 22 PGT0128 B P,E.it 58705 JR 02/20/14 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'N, DLO TYP.PER TABLES 1-3 INTERIOR WIDTH SHEET 18;INSTALLATION DETAILS'Aw'&'Ac',� EXTERIOR SHEETS 12&13 90° PANEL PANEL PANEL TYPE TYPE FANE CORNER DETAIL TYPE qS' 'AS' SHEET 19&CORNER q' ANCHORAGE SHEET 11NOM. MAX.UNIT MAX. PANEL hMAX. HEIGHT INTERLOCK DETAILPANEL WIDTH TYP. � DLO PER 'M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 [� JAMB DETAIL'G3',SHEET X X 18;INSTALLATION DETAILS X X 'GW&'Gc',SHEETS 12&13 i SILL DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE:90° INSIDE CORNER,4 PANELS-XX/XX 'Dw'&'Dc',SHEETS 12&13 — I SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10 X 1-112" PH SMS PRODUCfREVISED PH SMS at comPlytn$ it!thz FlorlLr6 II IwWins Cakes 1 AcRev I-C.N a/6-6SZ9.G 3 Erpirakirr Dile /1.�/"'1/^._ �t,tl tear ewd PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES. `2`�i•, '�•, 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. ;':.'',:,e=;:cF.'.;�-•";. 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 !iFliij 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DPJANCHOR TABLES. Rmwer Darr: R°Nsbns tri ,•.,,.:L n�: ,, i 1070 TECHNOLOGYORIVE ANCHORAGE DE TAIL S/EXAMPLE EL EVA TIO '••.':�;,;:,;r:,....••, i DodX Rmbbnz N.vEnncE,FL 3e275 Rmg-w Dar°: SERIES 670 ALUM.SGD-NON-IMPACT • ;~•`'�}'.�..•-`";''� Daft tne�a �• crsei,Am.e s� A.LYNN MIILLER.P.E. I at, T.OFAUTH.#29298 ® 8QD�70 NT3 15 ar ZZ PaT0128 B P.E.#58705 JR 02120/14 CER CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 �'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; r �INSTALLATION DETAILS'Gw'&'Ge,SHEETS 12&13 /FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL W,SHEET 18; MAX.LJAMB 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 'Ave&'Ac',SHEETS 12&113 SHEETS 12&13 TTP 'Gw'&'Gc',SHEETS 12&13 SHEETS 12&13 J 90° , I EXTERIOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL 'R' 'L' 'D' 'A' TYPE TYPE M',SHEET 19 MAX. A 'CS' OS' K MAX. 11, NOM. UNIT 90°OUTSIDE CORNER PANEL HEIGHT SILL DETAIL NOM. / HEIGHT DETAIL'Nl',SHEET 19 CORNER ANCHORAGE & WIDTH TYP. PER 'D',SHEET / PANEL PER MAX. PER SEE TABLES 18 MAX./ WIDTHTYP. / SEE TABLES SHEET II DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SH T 15 a a 'Dw'&'Dc', EXTERIOR NOM.PANEL O X X X SHEETS 12 X a X WIDTH TYP. &13 ' X X PER TABLES 1 44, 1-3 MAX.UNIT WIDTH - J MAX.UNIT WIDTH SEE FRAME& �^I PANEL CORNER SILL DETAIL V,SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-MXX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW& L2,SHEET 19- 1 INTERLOCK DETAIL V,SHEET 19 'Ic',SHEETS 12&13� 1 _ - rKDETAIL'J'&'K', HEADER DETAIL J� AMB DETAIL'H2',SHEET P-HOSHEET B',SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 'CW&'Cc',SHEETS 12&13 Imo-- MAX.UNIT WIDTH i — MAX.UNIT WIDTH —�I ►aDDucr REVIWb i o C-mp �g with lbe F1ug1@n huYieg G"ed� PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL AtteplweeNol[-o629.u3 TYPE TYPE TYPE TYPE EaritxNoe Dete TYPE TYPE TYPE TYPE TV ,L, M, ,F, , M, ,F, R P, a ISLI I MAX. P ,411#dt ntacci mkrneg MAX.UNIT NOM. w o i NOM. UNIT PANEL a I PANEL HEIGHT HEIGHT T WIDTH TYP. WIDTH TYP. / PER TABLES MAX./ LSH�EET PERcSEE MAX• PER TABLES 1-3 DLO TABLES 1-3 °a i OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET15 HEIGHT sboO X X :7 i L EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;x✓ EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;fJ +<•=•%'�` (3-TRACK,RIGHT POCKET) Ew'INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS r &'Ec',SHEETS 12&13 Fw'&'Fc',SHEETS 12&13 Rewdey- mm: Rerstee a.eobe�+: !'7n� 6Al�16 : RMmi +o 79TECNNOLOGYDRW[:�T- EXAMPLE ELEVATIONS `;��,I�H,.•',. .' N.VEMCF-FL 34275 mre: -•., Rewe ey. Cm(x ReNvbree Is4+r+sa+soo SERIES 670 ALUM.SGD-NON-IMPACT +.. De. G1pp1to° mm: CERT.OFAUTR.A29296 SGD-670 NTS 16 N ZZ PGTO128 B A.LYP E#I68LER',P.E. JR 0220/14 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER EXT CORNER INTERLOCK INTERLOCK 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 W/HANDLE WI HANDLE W/HANDLE Wl HANDLE Wl HANDLE Wl HANDLE W/HANDLE WI HANDLE TYPES OUT IN #11a #113 #31 #31 #116 SINGLE � F PP K TR TQ TC TA TV/ T W INTERLOCK OUT �ONO� Ca^, C C C�/ C'n/ SINGLE � B E P A C C IC V V( V C SA V Y V Y Y INTERLOCK IN O=Our (601(6✓) S S ,/ W FIXED RR R FD FC FV FY Y STILE � R �O%OM ��tw) / ! V • LOCKSTILEHANDLE 0�/� W/HAND ® ��/ / (60X0071 (60XW) ASTRAGAL BOX OUT L!�[p PANEL NOTES: } W/HANDLE (60XOU7) 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL F- ASTRAGAL A I SIZES&DESIGN PRESSURE. I W LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J W!HANDLE (6[LTIA1 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS )— ASTRAGAL = U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. BOX OUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES I. T) moXOUn (#61),CORNER RECEIVER(#118)AND EITHER F- PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #119 LL W ASTRAGAL T U EXTERIOR( )OR INTERIOR #120(#120) )CORNER BOX IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. teOXIM I6ox60 J 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INTCORNER RT Cl IN LOCKNE (#61)AND CORNER ADDON(#31). J W/HANDLE#120 --.-j�— ,232" w QT QS SILL RISERS OPTIONS .232' Z EXT CORNER 90 L HANDLE 232" EXTERIOR Q W/HANDLE#11g 232" EXTERIOR ,062' (-' EXT CORNER CT CV / EXTOR I :MIA , .062' 4.055" 90 RECEIVER ,062- . ODUCfREVISED W/HANDLE #118 2.555" --plying wlth IN,fu" INT CORNER#6� V1.587. I Accept CodeWRECEIVER AT AS ®F .062' `�'i Ji- n�rept�n Na -a6 z 3 W!HANDLE 1 Espinitan Date t.,/ EXT CORNER #116 18,SILL RISER FLAT' 26 SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT _ 90 REC CF FLUSH,1-1/2" GLOW,2-1/2" _"ER MEDIUM,3-I/4" OHIGH,4" #61 —j I--- .76D- EXT 750" 135 CORNVER VS —I I~ 760" EXTERIOR W/HANDLE VT VF 750" I .062" NT(ORNER #33 ' EXTERIOR EXTERIOR EXTERIOR 062" 35 RECEIVER Y Y T WS Y I F a----� .9D6" a 4.055' / .062' 3.305" W/HANDLE #61 .062" 'I' •I pp� 2.555' n L JI 1.567° W4 1 19" SILL RISER,E OX 21 SILL RISER,BOX 23 SILL RISER,BOX 25 SILL RISER,BOX LOW,2-1/2" MEDIUM,3-1/4" HIGH,4" 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 6Ig)l 6 '�;.: R"wU Er Oam: fNNOUne [ ,,d 0 Y 1070 LOGY PANEL TYPES N.VENICE FL 34275 R—dBy.. °am. (941}480.1600 SERIES 670 ALUM.SGD—NON-IMPACT -4 bar. A.LYNN'MILLER,P.E. SJR �OH4 c�.m CERT.OFAUTH.#19296 scu670 NTS 17 -22 PGT0128 B P.E.#56705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 LOCK PART 17 FULL LENGTH 14 75 8107-1 t o I 106 OF JAMB 5 G3 60 OR 61 5 16OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXEDILA 6'LONG OPERABLE PANEL CLIP LOCK PART 105 @ W/RETAINER#106 ) 80 75MIDSPAN (SHOWN WITH PANEL FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 113 75&107-110 103 FOR FIXED 5 6o OR 61 PANEL CLIP 103 �EXT.ERIOR 14 15 5 112 E 16 17 4FULLTH G2 Ga410 X 3/4" 40 6OR 61 EXTERIOR 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIORSMs,X 3CLIP#80 OR#105 51 52 W/SCREEN 156"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB 60%D@ eo (SHOWN WITH (SHOWN WITH (SHOWN WITH i (SHOWN WITH I2 (SHOWN WITH MIDSPANISFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 2 112 1 3 4 45 5 113 5;[ 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 a a a � SHOWN WITH 2-TRACK WISCREEN 3-TRACKE 4-TRACK MAX.UNIT PPODUCrREVI D OPT.SCREEN FRAME HEADFRAME HEAD eFRAME HEAD HEIGHT PER ----ipFyb9.itk14e Fkd& TRACK TABLES 13 b-flew. -aCZ .03 k—Im ,No �6 Eipiratbe Mte 53 69 69 69 S EXTERIOR EXTERIOR v' 52 51 72 OR 73 72 OR 73 � 72 OR 73 46 11 g 10 113 11 11 46 47 0 6 113 113 EXTERIOR 112 I 5 2-TRACK W/SCREEN 3-TRACK 4-TRACK FRAME SILL FRAME SILL FRAME SILL ;x fNO.:iC7G� -ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 6 y rr� Ro„4er. wry aa✓e,.ne. ommon• .-.� 1070TECNNOLOGYDRWE VERTICAL SECTION DETAILS eY• wrr. Roktlona' N.VEMCE,FL 34275 mr ,JJ/•'_ A)G�r1 J','•'' w� P41)460.1600 SERIES 670 ALUM,SGD-NON-IMPACT a.M+or aw: c B cmlA.LYNN MILI:ER,P.E. JR OZ20/14 CERT.OFAOTH.A29M Ry. SGD-670 NTS 18 a 22 PGTO128 B P.E.p 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 67 113 118 28 28 7 30 27 63 27 63 11 713 26 60 OR 61 60 OR 61 103 62 111 63 60 OR 61 29 65 29 14 120 65 65 5 EXTERIOR 111 52 EXTERIOR 711 62 90° EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR ®j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY a a INTERIOR 90° LOCK PART 6p OR 61 103 LOCK PART 103 LOCK PART 75&107-110 75&107-ftp 75&1075110 61 5 ®INTERLOCK M 14 113 . 60 B0 61 � 61 118 h I 5 EXTERIOR 113 f"I EXTERIOR 113 11 V 113 103 119 EXTERIOR 7 67 68 16El')STANDARD ASTRAGAL S ja HEAVY-DUTY ASTRAGALSTILES NER 90'INSIDE ER S ITEM#61(HEAVY-DUTY WITH STANARD STE #60 WI HAVY-DUT #61 N1 2-TRACKSHOWN 2-TRACK SHOWN 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 4 INTERIOR 31 STILES. LOCK PART PRODUC f REVISED QINTERIOR 768107-110 y-mpbdit•,Itk the R1otY9s 5 h wing C ft 135° 5 Ampto No /LzS•o; 4 INTERIOR E>pkaelee DOte �j Mr ar'i1>4 P etcaolto! 11 7 14 135° 5 61 32 103 61 32 11 5 EXTERIOR 61 LOCK PART 31 103 61 �I.,EXTERIOR 7 ,','"''°.••• .,. �i 75 81071 �// 14 135 6-E INSIDE CORNER 02 2-TRACK SHOWNja 1.;; ,''••,,, , 135°OUTSIDE CORNER 01 2-TRACK SHOWN tc R�Br1WOTECHNOLOGYDRIVE HORIZONTAL SECTION DETAILS,CORNERS N.VENICE,FL 34275 •""" -dDr: ��: rmN.wM: SERIES 670 ALUM.SGD-NON-IMPACT (941)480.1600 •• •' s°ro we.e — — A.LYNWMILLER P.E. JR 0220/14 8 CERT.OFAU7H.#29296 Ry. SGDA70 NT.S 19 ^t 22 PGTO'I28• B. P.E.#58705 Item PGT pGT# Description Item PGT pGT# Description NOTES: # Dwg.# # Dw .# P 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD CO 17325 617325 PANEL STILE 84-99, 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#REN T USED D AND ARE 3 17309 617309 &TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR NO&AR 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 - 64 1729 71729 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL r72 17329 617329 ASTRAGAL ANCHORS @ 24"MAX.O.C. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 17339 617339 HEAVY DUTY ASTRAGAL 9 17307 617307 3-TRACK SILL 17324 617324 TOP&BOTTOM RAIL 10 17310 617310 4-TRACK SILL 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 1695 71695 1-112"X 1"X 3/4"HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 8153 78153X TANDEM ST.STL.ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB SILICONE DOW-899,DOW-995 OR GE-7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #10-32 X 1"FL.SS SCREW W/TYPE'F"TP 1T 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&114"BEAD 19 17319 617319 SILL RISER-BOX FLUSH,1-112" 79 17357 617357 1"IG BEAD 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' 80 17359 617359 7/16"BEAD/FIXED PANEL CUP 21 17318 617318 SILL RISER-BOX LOW,2-112" 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114' 83 61745 1745 LOWE INC,1/2"X 1/16"SGL.SIDE ADI{TAPE,POLYETH. 23 1 17354 617354 SILL RISER-804 MEDIUM,3-114" 100 8052 48D52 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 71696 DUST PLUG 26 17333 617333 POCKET P-HOOK 103 8188 78186X 1"KEEPER 27 7070 57070 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 PRODLC f REVISED 29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9116" is.eh"z O' K'i1616e FTudJs 30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75 A—PI, N Acceploocc No /6^6GZ'j-63 31 17376 617376 1135 CORNER 106 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75 Ei6iw..Ow-- — 32 17376 617370 135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 L—,— ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 40 4319 612258 SCREEN SIDE RAIL.LOCKSTILE 111 710XMPPSDAX#10 X 3/4"PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67916 WSTP,.270 X.170-FIN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230"FINSEAL 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 1-12" 44 4426 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1" 45 4317 612256 SCREEN TOP RAIL 116 720XIX 014-20 X 1'S.S. 46 4318 612257 SCREEN BOTTOM RAIL 117 72OXI 12X #14-20 X 1-112'S.S. 47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER 48 668 7SRAX STANDARD ROLLER-ST STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 1 4344 64344 SCREEN ASTRAGAL 120 17336 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 1 123 1 17352 617352 FIXED PANEL RETAINER,7/8- 51 1692 61692 SCREEN SPLINE-.165' 52 1694 61694 SCREEN SPLINE-.150' ` 53 61816020 SCREEN CLOTH '�(� 54 1725 1/2"X4"X 1116'SET.BLOCK,NEOPRENE 05+IS "�•• `"' 55 1726 1'X4'X t/tfi'SET.BLOCK,NEOPRENE 85+/-5 fb.,e By: ab: Imwbrr CevMue .`i-`r gr 1070 TElj�T- PARTS LIST '::r.:,:• ?, N.VENICE FL 91275 rar: ,•:`c, ....:... SERIES 670 ALUM.SGD-NON-IMPACT (7711}180.1600 , .. 7 Gmu 7� sara"°mN' Abi' A.LYNN MILLER,P.E. JR 0220/14 CERT.OFAUM 028296 SGD-670 NTS 20 d 22 PGT0128 B P.E.#58705 5.069" � 8.562" ---�j 0.080" 1.36" 1.36" �-{ 1.872" 1.2 1 11" LL 1.505" 0.081" 1.019" 0.081 0.062" - " jiki=F-a 0.081" tO2-TRACK HEAD 10 4-TRACK SILL SCREEN (6063-TOAL) (6063-T6AL) ao STILE 6.198" (6063-T6 AL) 6.198" � 6.526" 5.069" , 0.080" � -1 r 1.045" 1.211" 1.505" y 1.993' 0.062- 0.0811, O2-TRACK HEAD W/SCREEN TRACK-1 O9 3-TRACK SILL L (6063-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB STOPRSCREEN TOP RAIL (6063-T6 AL) (6063-T6 AL) " 15 2-TRACK J 7.105" AMB W/6.221SCREEN TRACK 0.080" (6063-T6 AL) 1.36" 1.505" 0.875" 1.211" + 7 1.36" I+- I _J I 1.993" 0.081" L -- o.os2" '. O3 3-TRACK HEAD 2-TRACK SILL WI SCREEN TRACK 0.081" (6063-T6 AL) (6063-T6 AL) SCREEN as BOTTOM RAIL (6063-T6 AL) 9.142" 0.081" 4.49" 0.080" 1.211" 1.505" 7.105" i PRODUC f REVISED h miYpQ4 wnY tYe Flarhk I 0.081" 9.141" boYlfaq Cods i Oa 4-TRACK HEAD Oi 2-TRACK SILL Acta Na-��3 { (6063-T6 AL) (6063-T6 AL) E.OireNn.ale 4 0.060" R 0.062" �I~ 0.532" 0.760" 1.260" 0.060" r 1.516" 1.990" e FRAME HEAD/JAMB SCREEN O FRAME SILL SCREEN O FRAME SILL SCREEN O ADD-ON 12 ADD-ON 1a END ADD-ON 18 3-TRACK JAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS i 4-TRACK JAMB OR 3/16"MASONRY OR 3116"MASONRY 7 SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) om" 1070TECHNOLOOYDRIVE EXTRUSIONS rt• -=`"` 1 N.VENICE,FL 34275 5 /9i1}480.1600 SERIES 670 ALUM.SGD-NON-IMPACT sae s i uewyxa A.LYNN MILLER P.E. ✓R 02!20/14 CERT.OFAUM.A29796 ® SGD-670 NT$ 21 d 22 PGT012. B P.E.#68705 I 1 0.718" 0.83" 2.304" 3.802" 0.752" 1_I' 3.802' 0.752" �{ 0.885" 0.574" 1.163" 0.062" 0.796" 0.080" 0.062" _10.062" L -� FRAME SILL P-HOOK MOUNTING 0 23P'HOOK SCREW 0.075" 5 1 t 2s P-HOOK SS 29 30 P-HOOK FOR BOX RISER SCREW COVER OTRACK ADAPTOR COVER 0.080" O (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" 0.080" 1.739" +) 0.830" 0.062" 1.600 0.133" 1.600 1.303" 0.062" 080" 1.870" I E 8" 016" 1.974" -� F+ 3.125" �I 0.325" 2.44' 3.125" 0.062" 31 135°CORNER 32 135°S FIXED MOUNT so STANDARD STILE st s2 HEAVY DUTY STELE INTERLOCK INTERLOCK s5 (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 0.075" 0.075" 1.645" 0.062" 1.1304" 1 050" 1.050" 1.050" 1.645" .289" .611" .849" A- STANDARD 045" 045" - 045'0.125"",4� -� 0.281" 3.25" TASTRAGAL 68 HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL 7s BEADING) ss g/�DGLAZINGFIXED 78 3/16'GLAZING/4 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) PRODUcrREVISED 1.003" m-u pyt whb tk FT d& 1.03" I-W'ai -4 AtteR�yet No / - SZ .G?� 4" 5.621" a:pirwegA axle un 2x7" 0.757" 0.080 0.050" 105 FIXEDl�0.709" } PANEL CLIP III )� 2.893" E0.0 0.133" 0.133" J (6063-T6 AL) ° � 1.498" 1,498" 80" 0.709" 550" 0.863 OFIXED PANEL 5.621" 4 123 •y,l�,;, :. RETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL 0.080" -IF�-� (6063-T6 AL) 2'826 119 90°OUTSIDE CORNER.ASTRAGAL (6063-T6 AL FIXED PANEL t1S 90°INSIDE/OUTSIDE (6063-T6 AL) tae RETAINER,9/16" CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) rsow4 er• aero: wwimna• _ -. �-A! g t�,�•,��.: pY+ pea; rserrowu 1070TECHNOLOOYDRNE EXTRUSIONS N.VENICE,FL 34275 me .-• 1. earn Hy: GbN Revwbne P41)480-1600 SERIES 670 ALUM.SGD-NON-IMPACT cr,°amee owe: 3 aw.mmew: sar.: s2 a°.W A.LYNN MILLER,P.E. JR 02!20/14 CERT.OFAUTH.429296 SGD-670 NT$ 22 w 22 PGT0128 B P.E.M 58705