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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 3 z �fl r -✓ "�naid''aa`E 2".{ "'fi'� t ,#s�' ,,W' _•.( ' sc;'.: F 01 t *zSa:z BCIS Home Log In f User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Links Searcht orzai .,,. Product Approval �� A USER:Public User F �.,n � ,t � � arodurt A,rprovnl Menu>Product or Aoolication Search>A at on List>Applicati Detail JUN 0 S 2EJ176 7, 7 FL# FL251-R28PEIR./� -T imn Application Type Revision St Lucie CoLfltl I—L Code Version 2014 t Application Status Approved proved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived F .Y Lc Product Manufacturer ZIGTIndustriesI _ Address/Phone/Email echnology D' eVe 4275 486-0100 Ext 22318 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 =DoorsSubcategory 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/prt_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 6/5/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 251.1 1 j5GD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification A rtifiea Approved for use I VHZ:Yes FL __, C CAC 16-0629_ Approved for use o ' e HV u HZ:Yes uality Assurance Contract Expiration ate Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA for FL251 R28 II 16-0629.03.odf product performance informatio c orage and anchor t e, Verified By:Miami-Dade BCCO-CER size,and spacing Inform atio Created by Independent Third Evaluation Reports pendent Third Party: 251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use ICertification Agency Certificate Approved for use in HVHZ:Yes FI-251 R28 C CAC 16-0629.04.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.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate 1 Approved for use In HVHZ:Yes FL251 1228 C CAC 16-0629.05.odf 11 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 R.28 Il 16-062.9.05.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 i Created by Independent Third Party: 251.4 JSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R23 C CAC 16-0629.06.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I 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 I Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i 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 16-0629.07.1)df j product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER 1! 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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629,08.odf j product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: 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 IT 16-0629.i0.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER ' size,and spacing Information. Created by Independent Third Party: Evaluation Reports - Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.ddf I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions + Other:Please see Miami-Dade Clounty Notice of Acceptance(NOA)for FL251 R28 11 15-0609.10 DR.ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.odf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 4 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 6/5/2017 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 II 15-0612.06 LM.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.rdf 1 Approved for use outside HVHZ:,Yes Quality Assurance Contract Expiration Date - Impact Resistant:Yes 02/14/2018 i Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0612.07 SM.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: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:YesFL?51 R76_C CAC Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:No 04/21/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251__R2F...,I .15,-,,2]g,.Qi.;njjf Ve product performance information,anchorage details,and anchor type, rified 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. ft78 C CAC 15-121.0.01•ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade Qounty Notice of Acceptance(NOA)for FL251 R28 IT 15-1210.01.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: 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: 4 ® �heci Credit Card 0,ft'rr' I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 6/5/2017 M1AMi•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 ACCEPTANC9 (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 oft} ica le u g code. This product is appro as described herein,an has been designed to comply with the Florida Building Code, including the High V ocity Hurricane Zone. DESCRIPTION: S ries"SGD-670"Aluminu Sliding Glass Doors w/900& 135°corners-NI APPROVAL DOC NT:Drawing No. T0128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1 through 22 of 22,prepa by manufac ,dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller,P.E.,bearing the Miami- e County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mia -Da unty Product Control Section. MISSILE IMPACT RATIN :None:App oved 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 comer 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 acid 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 L Chanda,P.E. NOA No.16-0629.03 MIAMI•DADE COUNTY Expiration Date: April 07,2020 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.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 415-0430.08). 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 I.Chanda,P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07,2020 Approval Date: July 21,2016 _ E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file#14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014(5th Edition)and"No financial interest",-prepared by PGT,signed& sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#.15-1013.14,expiring April 07,2020. 2. Test proposal# 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (5th edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon,P.E. 5. Test proposals No(s) 09-0177, 0177-A,B& C approved by BCCO. aq 1.Chanda,P.E. i 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.2.85 sl) ad13I amb 1" tJ/8 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4 8 5. S 114•Elco Ultmcon Ungrouted CMU,(ASTM C-90 2-717 1-t/4' Grouted ,m n.2 ksi rout Jamb only2.112• 2)DESIGN PRESSURES: Concrete(min.3.35 ksi) Head/SilVJamb 1" 1-TV A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 1/4•,Elco 410 S Ungrouted CMU,(ASTM C-90) Jamb only 2-1/2• 1-1/4• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CreteFle P.T.southern Pine SG 0.55 Head Si11/lamb t 7.395' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS loo Utracan PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungrouted CMU(ASTM C-90) Jamb only7 1-1/4' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southern Pine(SG=0.55) Head/SiIVJamb 9/16" 1-318"S.S.S BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #t2,S.SMS,,or Aluminum,6063-T5• Head/Silt/Jamb 36' 0.063• 4 3 (min.11 threadslin) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel,A36• Head/Sill/Jamb 316' 0.050'5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud,A653 Gr.33• Head/SiIVJamb 316' 0.0451' NARROW JOINT SEALANT. Concrete(min.3275 ks0 Head/S6VJamb 1-1/2' 1-3/6• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 114'Elco 18-0 S.S. Ungrouted CMU,(ASTM C-90) Jamb only 2" 1-114• WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggmretor Grouted CMU(ASTM C-90,min.2 ksi grout) Jamb only 2• 2' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine SG=0.55) HeadlSlll/Jamb 1' 1-3/8' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southam ,6 (sG=0.55) Flead/slll/Jamb 918, tale• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 #12,steel SMS/I Aluminum,606375• Head/SIII/Jamb 3/8• 0.083' (min.71 threadsli Steel,A36• HeadlSllVJamb 3/8' 0.050" _ FLORIDA BUILDING CODE,AS APPLICAE. BLSteel stud,A653 Gr.33• Head1511VJamb 3/6' 0.0451' TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-7554 AND ATI 72138.01-1401-18 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ••P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. ANCHOR NOTES 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA DRAWING MAP 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS GENERAL NOTES.............1 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GLAZING DETAILS............4,5 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ANCHORAGE.....................6-14 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURES.......6-8 PRonucrREvwD 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 a"i— Wn� kh fb FWft MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15,16 A-No)L�ZF TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 FiP rMie�FI�te AP 07 202p REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18.19t ' 6 X54.1 .•.�. PARTS LIST.......................20 Mid BMr P`.doof�-V-----,—` 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 •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION Gt "TEMPEREDG •ALUMINUM DESIGN MANUAL,ADM-2010 GIA 1141 TEM GLASS •AISIS100-07IS2-2010 \aOta; G2 1' GLASS+5/8"AIRSPACE+3116'TEMPERED GLASS •�`. G2A 1"I.G.:t/4"TEMPERED GLASS+117 AIRSPACE+1/4•TEMPERED GLASS rtr t ACL„•9P •,ti��� DESIGN PRESSURE RATING IMPACT RATING `"t' SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE r/J'��'05 •• -_ SHEETS 6,7 8 8 IMPACT RESISTANCE 16 ,'r•, 7, 57:.TE JF. JRA 05105/16 e B ADDED SPACERS TO SHEET 5. GE rj.y, ?IDp. 1070 TECHNOLoorDHNE GENERAL NOTES AND MAP `...... •;;~ N.VENICE, a. P.Wd— SERIES 670 ALUM,SGD-NON-IMPACT (ea7laeo-lean s.4+ruat —t — o"ft' a.,- A.LYNN MILLER,P.E. SJR X14 0r CERT.OFAUTH.OP296 ® SGa670 NTS 1 '22 PGT0128 B P.E.#56705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES; 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. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM. LWIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 j 1 j PER ABLES 1-3 1 CAN BE OXXXp. 2)90-&135°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. /J-Wlv-jc\ "14 11,4,o MAX��t I F 1 9 AX.UNIT 4 9 HEIGHT 14 14 HEIGHT 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. PER TABLES 1-3 PE TABLES 1-3 "X'=OPERABLE PANEL. "0*=INOPERABLE PANEL POcxEr P'=POCKET T 'i0. f—DETAIL LETTER 1 EL 2-PANEL 1 'w"=WOOD OR METAL INSTALLATION CO I UTIONS - zgiN- 1 3 CONFIGURATIONS 1 1 "c"=CONCRETE INSTALLATION SHEET NUMBER MAX.UNIT WIDTH MAX UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANE WIDTH A c NOM,PANEL WIDTH OLD HEIGHT=DOOR UNIT HEIGHT-10.125' PERT LES 1-3 1 13 12 3 PER TABLES 1-3 C132 1a PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Je i 12 1 MAX.UNIT MAX. NIT R H HEI HT EIGHT 1 13Q0 9 i UR �pfyim witb tbr*Ud& I PER TAB ES 1-3 �PER w a 1 WjZ TABLES 1-3 1, 15—9GIA. Aettp& N• 14-6421-5,3 POCKET POCKET 4 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH MAX UNIT WIDTH NOM.PANEL WIDTH Ac Cc NOM.PANEL WIDTH /A�. A. PER TABLES 1-3 t 3 3 t2 13 PER TABLES 1-3 11 13 19 19 14 1 1 I31 1 a MAX.UNIT w UNIT 9 1 1 's z MAX HEIGHT 19 0 SEE PER TABLES I F 2.THIS 1 i if NOTE HEIGHT -3 1 3 9 19 1H PER !C� TABLES 1-3 R SHEET, Z_ POCKET 5-PANEL CONFIGURATIONS c w CORNER TYP. Fc Ila,Sb7G5 (OUTSIDE CORNER SHOWN, US INSIDE CORNER SIMILAR) f070TWHAOLOGYDRAoF EXAMPLE CONFIGURATIONS om N.MICE,FL2T5 (94fM80-160 SERIES 670 ALUM.SGD-NON-IMPACT JR 02110/fd CERr.OFAUTH.429M A.'L'Y'N'Ndik,P.E. PGTL7128 B NTS -22 P.E.Y.687135 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 tw 1 c 12 13 C EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION -T J --- CAN BE OXXXp. Jw Jc I 1 13 9 1s 19 1s 19 1a t i -4 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT w 13 9 t9 t 19 _ 19 OF ANY 2 STRAIGHT CONFIGURATIONS. a_ 9 19 19 19 19 / 1, k - HEIGHT, 13 I w 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" ) e a w "X"=OPERABLE PANEL, POCKET' i y "O"=INOPERABLE PANEL, _s��___� P"=POCKET 6-PANEL CONFIGURATIONS 3 1 3 DETAIL LETTER MAX.UNIT WIDTH _ W'=WOOD OR METAL INSTALLATION ® "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH c SHEET NUMBER PER TABLES 1-3 72 13 12 1 1 13 Jc i DLO WIDTH=NOM.PANEL WIDTH-7" 13 9 9 s 1 9 1a 1a i Q DLO HEIGHT=DOOR UNIT HEIGHT-10.125" c12 K I�'o w^ PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 19 19 19 19 19 t9 14 14 MAX.UNIT 1 I o a 13 I a y HEIGHT 1 13 19 19 19 1 19 / j ¢W w = pRODUf-f REVISED PER TABLES 1-3 / / / / / / I v 4a�- w c—plyimc with the FWW- J -1 a¢� 6�wding Niw1e 1 w AteepLecc Mn 2 03 ��-O Ll lLZ-- 7-PANEL CONFIGURATIONS w Fc ✓Rry �t Ca�p� 12 13 12 13 1 1 MAX.UNIT WIDTH NOM.PANEL WIDTH A 3 1 13 2 13 PER TABLES 1-3 -J\r--- GJw Jc I 13 1 19 14 1 c i 1w 13 19 9 19 19 19 19 19 1 1 I W O o MAX.UNIT / a y HEIGHT 13 9 19 9 19 9 9 / i w PER TABLES 1-3 wlo- POCKET j y `�ijrLYNN 11 Ll 8-PANEL CONFIGURATIONS ' h: fon.SdiOS •. t� -121111 ST MPLECONFIGURATIONS,� :�'�l .. . . t,/9a}oso-lsoo SERIES 670 AL UM.SGD-NON-IMPACT ; ,1Isa.wy"^ LYNN M�LLER.P.E. 0." B am: OERT OFA�.#�96 ® SGD-870 NT$ 3 122 PGT0128 B P.E.#58705 GLAZING DETAILS (G1 &G1A) 3/16"T GLASS X3/4�NOM. EXTERIOR a EXTERIOR 3/16"TEMPERED GLASS,TYPE G1 PRovuc r mvtag) M wvml .g n T.4 the FInrM� wttepa.s Nu -e6Z •a3 Ei#irwir�6te�� b�.as�&dr rod-ln�C�d 1/4"T GLASS 74 EXTERIOR 82 a i 3/4"NOM. GLASS BITE 78 i tl. 1/4"TEMPERED GLASS TYPE G A 1'!0.5-705 GLAZING NOTES: t "T"=TEMPERED rawer. o"m rmwrane � �?:'y'•, __v,`-_� /U:�� 1070TECHNOLOOYDRNE GLAZING DETAILS {, .. toF;o�..• ';: N.VENICE a 74275 mr ..!�: ..• i.C:i tee, /80f}1100 SERIES 670 ALUM.SGD-NON-IMPACT s.7santrc - �TiO4b 01i1 - — A.LYNN�IL' P.E. �.JR X0/14 a s ars CERT.OFAUTH. Ry. W.70 NTS 4 -22 PGT0128 B P.E.#58705 i GLAZING DETAILS(G2& G2A) SILICONEHOT-MELT BUTYL i STRUCTURAL 1"NOM. SILICONE STRUCTURAL IN RAL �/4'NOM. FOAM '-3116"NOM. POLYISOBUTYLEN- WITH 3/16"T GLASS WITH DESICCANT DESICCANT `- 518"AIR SPACE EXT.GLA EXT.GLASS 3/16'T GLASS 74 1 EXTERIOR T.GLASS INT.GLASS 83 KODISPACE 725 SUPER 124_127 314"NOM. 724 4SG TPS SPA—CE RONXTT'" GLASS BITE r i 55 ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA V I.G.GLASS,TYPE G2 BUTYLENE 5/16'NOM.— SEALFINT.GLASS -5116'NOM. BUTYL B /� SILICONE SEAL a DESICCANT INLESSORME L PRODL�C t aEYtt;ED FOAM STAINLESS STEEL qrm bWdft CA&MAA¢ EXT.GLASS C Ir;-Wf-03 i 1'NOM. EXT.GLASS Ekrk.6m 6;- ` , 3 114"TGLASS 1s •��~ INT.GLASS � PradaeE�l7�d 1/2"AIR SPACE 1/4"T GLASS726SPACER SPACER DURASEAL© 127 XL EDGET11 74 EXTERIOR 5 6a a i. 124 t27 r3/4-NOM. Part# Description Malarial ASS124 Kommeding 4SG TPS Spacer SystemITE See this 125 Quanex Super Spacer nXT with Hot Melt Butyl • Sheet for 126 Quanex Duraseal Materials 79 127 Cardinal XL Edge Spacer j REFERENCE TEST REPORTS:FTL-8717,8968&8970 0 t V I.G.GLASS,TYPE G2A �•'.�`Gtrlst "� GLAZING NOTES: No. 58105 "T"=TEMPERED – • rm..o6y. Pw[. ,4Mba mm.• �://-G �y 1_/ �f- JR 05/05/16 B ADDED SPACERS. Q('/ S T3E, b �= n a m7oTEGlNOLOGYomm GLAZING DETAILS µvovrce P. , . /811}fsy,600 SER/ES670ALUM.SGD-NON-IMPACT .4S/ONP� a..a�,ac m..c o.+orn A LYNN MILL'E�R, ix�X14 o u� CERT.OFAUTA ® sG1367o NTS 5 d 22 PGT0128 B P.E.R58705 y 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 s h0rage on 90°or 1351 caner units,see sheet 11 (Water Infiltration Rating) II Table applies to all Glass types Door unit Height Sill Riser Height OH LENGTH Fes--• 80- 1. 90- 96' (+)Design the Stle/Astragal types shown be w. 69-7I8'DLO 73-7/6"01-0 79-718"DLO 85-718"D O (Flat or BoX,see P Pressure, sf M Positive(+)OP may be limited b Mcnor Gm Anchor Group Mcha Group Anda Gmup Sheet 17) OH LENGTH 0 Table 1A. 3 1 4 1 2 3 4 7 2 3 4 t 2 3 4 Flush-1-112° see note 3 OH RATIO= ul �I OH HEIGHT x De nPressum +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.0/-102.9 ' OH RATIO z 1 24" 17" Head/Sill C4+1 I G4+1 C4+1 1 G4+1 G4N G4+1 Ca+1 CAN C4+t C4+1 C4N G4+1 C4+t G7+1 C4+1 CA+t Medium-31/4° +60 DLO Jamb 8 B 8 8 8 I . - 8 B 8 8 8 8 8 tg _ +90 0 P-bock +7 1 6+7 1 6+7 +8 7+8 1 7+87+6 7*8 7+8 7+6 7+8 7+8 7+8 7+8 7+B Design Press +90.0/406.3 +90.0/-100.2 1 +90.0/-92.2 1 +85.3/-85.3 SEE NOTES 1-3 SEE NOTE 3 �„ Has -T C4+1 CAN C4*1 CAN C* C4+1 C4+ICAN G4+1 C4+1 C4+1 C4+1 C4*t C4*1 C4N C4*1 0 Jamb 8 B 8 8 8 8 " 8 8 8 8 8 8 8 8 P-book 6+7 8+7 8+7 8+7 +B 7+8 7+a 7+a 7+a 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 NOTES: Des'nPressure +90.0/-92.9 +87.3/37.3 +80.0/-80 +73.8/-73.8 29" Read/Sill Ge+t •2 cA+t C4+1 c4+t rA+1 C4+t ca+1 C4+1 rA+1 C4+1 G4+1 C4*1 ca+t 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. DLO Jamb 8 8 8 8 8 8 8 8 8 8 B B 8 8 8 8 P-bhook 6+7 6+7 6+7 6+7 7.8 7+8 7+8 7+87+1 t+e l,e 7+B 7+B 7+8 7+e 7+8 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING Des n Prassrne +83.7/-83.7 +78.4/-78.4 +71.6/-71.6 +65.8/35.8 THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, u 35" Head/Sill Ca+2 C4.2 C4+2 C4+2 C4.2 C4+2 C4.2 C4+2 C4+1 G+t C4+z cA*2 ca+1 C4+1 C4+2 C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE L 42' DLO Jamb B a 8 8 B 8 a 8 8 8 8 a e 8 e 8 1A P-book 6+7 6+7 8*7 •7 7.8 7+8 7*87+8 7+a 7+8 7+07+8 7+8 7+8 7+8 7+8 EE De bnPrassure +77.1/-77.1 +720/-72 +65.5/35.5 +60.0/-80 41" Head/Sll C9+2 C4+2 C4+2 G6+2 M7+8 2 C4+2 C1+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 3)4",3-1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS 4B" DLO bmb e e e a a a e a a B a s a s THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT P-bmk 6+7 6+7 6+7 6+7 7•a 7+s 7+a 7+a 7+a 7+e 7+e 7+a 7+e 7*e REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN Desgn Pressure +72.5/-725 4/-67.4 +61.0/-61 +54.7/34.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA �, 47" Heed/Sill C4.2 C4+2 C4+2 Gl+2 2 C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 CL C4+2 C4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOTRATED FORWATER ao Jamb a a e e s a 8 B e e e 0 8 a INFILTRATION. P-book 6+7 8+7 6+7 8+7 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+B 7+B Lbs'n Pressare +69.1/39.1 .0/-61 +57.6/37.6 +50.6/34)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT 6T53" Head/Sill C4+2 C4+2 G4+3 CA+3 2 C4+3 C4+3 C4+2 C4+2 G4+2 C4+2 C4*2 CA+2 C4+2 C4+2Dt.O Jamb e e e B e a a B B e s e s INFORMATION. P-bmk 8+7 6+7 6+7 6+7 B 7+8 7+8 7+8 7+8 7+8 7+B 7+B 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DLO WIDTH=NOM.PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" -C-Plyr hk 114tp as eaaPhiaS^it4 title Ftorfde hwdi.x(lode A<teptaace Ne 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. EaPirate.pate Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135°Astragal Lockstile @ �h - Assembly Straight Astragal Assembly 90"Astragal Assembly 135°Astragal I*JWpr,y „gttet CoOttd Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Outside Inside Corner Carder Inside j Inside Cor 'I I Corner Outside Corner Part#60(Stile) Part#61(Stile) Part#61(Stile) •�'•"'. <<" ' Part#119(Out.) .•;G=�1�� i� Part#60(x2) Part#60 Part#60 part#67(Astragal) Part#60 Part#118(Corner Part#120(In.) parts#31&#32 Par[#61 - Receiver (Corn.&Fxd Mount) ^Io.587Q. CA Rn.Sr. R� t• „,Stl�.lr :.•: f070 TECHNOLOGYORIVEyff. DPANDANCHORAGE �' `i.,•.,-;'�oftto°.••.r '.'.:. R.Way. DM N.VENICE FL 34275itt <`,�,-.....• ti<v... 75WW7 UN-7 (811}460.1600 SERIES 670 ALUM.SGD-NON-IMPACT „t u-sr. Sec rr,. fi ver: a.t.eaa.e a� - d 22 o..eo PGTO128 w,- A•LYNN MILLER•P.E. JR 02/20114 CERT.OFAUM#8196 SOO670 NTS 6 B P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantifies Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP For comer astragal anchorage on 90"or 135•comer unks,see sheet 11 (Water Infiltration Rating) Table applies to a0 Glass type-endDoor Unit Height al types sham 80' �- �- 96 for toe• 114• 12o• Sill Riser Height + Des n 01e S81NAstraeme9-7/e•OLD 73-718•DLO 9-718-DLO 85- D O 91-718'DLO 87-718-DLO 103-7/8'DLO 109-7/e•o c (Flat or Box,see below.Pastia^al DP may be Anchor Group Archon roup n9-or Group Anchor Group Anchor Group nc or Group nc or Grcup Arc recoup Sheet 17 Pressure,pSf 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 4 1 2 3 4 ) De-fg,,Pressum +90.0/-140.0 +90.0/-133.0 +9Q0/-122.0 +90.0/-114.0 +90.0/-106.0 +90.0/-99.0 +90.0/-93.0 +B80/-88.0 Flush-1-1/2" see note 3 24" 17' Head/8111 C4+1 C4+1 C4+1 C4+1 C4+1 C01 C4+1 C4.1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+i C4N C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i c4.1 C4+1 C4.1 c4+1 C4+1 Low-2-1/2' +46.67 DLO Jamb B 8 B B B B B 8 8 B 8 B 8 8 8 8 10 10 10 10 10 10 f0 10 10 10 10 10 10 10 10 10 _ P_hook 8+7 7+g 7+8 7+8 7.B 7+B 7+8 7+8 7+8 7.B 7+8 7+B 7+8 7+8 7+8 7+8 B+B 8+g B.e 8+8 8+9 8+9 B+9 8+9 8+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Medium-31/4° +60.0 Design PMSSM +90.0/-141,8 +90.01-133.6 +9Q0/-1229 +90.0/-113.8 +90.0/-105.9 +90.0/-99.1 +90.0/-93.1 +67.87.97.8 High-4' 30" 23" HeadlSl9 Csa1 cs+1 C8+2 Cs+2 C5.1 C5+1 C5+2 CS+2 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 CS+1 CS+1 C5+1 C6+1 CS+1 CS+1 C5+1 Cs+1 C5.1 C5+1 C5+1 C5+1 C5+1 C6+1 C5+1 CS+1 SEE NOTES 1-3 DLO Jamb B 8 10 8' 6 8 10 B B B 10 B 0 8 10 a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P4cok 7+8 8.9 B+9 6+9 7+e 8+9 8+9 8.9 7+8 f7+9 8+8 8+9 7+a a+9 B+9 8+B B+e B+9 B+B B+e B+B e+9 8.B B+9 9+10 9+10 9+10 9+10 9+10 9+io 9+10 9+10 Design P.M. +90.0/-123.9 +90.0/-118.4 +90.0/-106.7 +90.0/-98.5 +90.0/-91.4 +65.3/-85.3 +80.0/-80.0 +7637.753 36' 29" He-d1SID C5+2 C5+2 C5+2 C5.2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+1 C5+1 C5+2 CS+2 C5+1 C5+1 C5+2 C5+2 C5+1 C5+1 C5+1 C5+1 cs+1 Cs+1 C5N C5+1 Cs+1 cs+t C5+1 Cs+1 OLD Jamb B 8 10 B 8 B 10 8 B B 10 8 8 a _10 8 1 10 10 10 10 1 10 1 1110 10 10 10 2 10 10 10 10 10 11-1 7+9 B+a 6+9 8+9 7+8 8+9 B+9 8+9 7+8 8+9 8+9 8+9 7+B 9+9 B+9 8+9 B+a 8+9 B+9 8+9 8+9 8+9 8+9 8+9 8+10 8+70 g+1g 9+10 8+10 9+10 9+10 9N0 Duul9n Pressure +90.0/-171.6 +90.0/-104.5 +90.01-95.4 +67.8/-87.8 +81.3/-81.3 +75.7/•75.7 +70.81-70.8 .66.6/-66.5 35" HeadlSifl C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 CS+2 C5+2 CS+2 Cs+2 CS+2 CS+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5+2 CS+2 C5+2 CS+2 C5+2 C5+2 C5+1 C5+1 C5+2 C5+2 C5+1 C5+1 C6+2 C5+2 42' DLO Jamb B 8 10 B B B 10 B 8 B t0 B B 8 10 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 T-hook 7+8 8+9 8+9 8+8 7+8 8+9 0+9 8+9 7+8 8+9 8+8 8+9 7+8 8.9 Bag B+9 8+8 B+B 8+9 6+9 9+9 8+9 8+9 5.9 9+10 9+10 8+10 9+f0 9+1019+1019+1019+10 .E Dasige Pressure +90.0/-102.9 . +90.0/-960 +87.3/-87.3 +80.0/-80.0 +73.8/-73.6 +68.6/-68.6 +64.01.64.0 +60.01.60.0 +� �• 41" Heed1810 CS+2 C5+2 Cs+3 C5+3 CS+2 CS+2 Csa2 C5+2 C5+2 C5+2 CS+2 C5.2 C5.2 C5+2 CS•2 C5+2 CS+2 C5.2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CSr2 C5+2 C5+2 CS+2 9S+2 Cs+2 DLO WIDTH= OLD Iamb e e 1D B 8 e 10 a e 8 fo a e• a 1D s 10 10 10 10 10 141 10 10 10 10 10 10 10 141 fo to P4xuk 7+8 B+9 8+9 0+9 7+8 B+9 8+9 8+9 7+B 8+9 e+B 8.8 7.8 9+9 8+9 e+e e+9 8+9 8+9 6+9 B+9 8+8 B+9 8+8 B+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 NOM.PANEL WIDTH-7" Design Pressure .8301.63.0 +77.21-77.2 +69.8/-69.8 +63.6/-63.8 1" 4r HeedlSill C4+2 C4+2 C5.3 C5+3 C4+2 C4+2 C5. 21 C5+2 I C5+2 C4+2 C4+2 C5+2 Cs+2 DLO HEIGHT= DLO Jamb 8 8 B e e e 6 8 B a e e 8 B e e DOOR UNIT HEIGHT-10.125' P-hook 6+7 7+e 7+8 7+8 7+B 7+8 7+8 7+8 7+5 7.8 7+e 7+a 7+8 7+B 7+8 7+8 Not available In these SI28S ` Design Pressure .79.21-79.2 +73.3/-73.3 +66.01.66.0 +60.0/ .0 Head1S11 C4+3 C4+3 C6+3 C5+3 C4+3 C6+3 C5+3 C5.3 C4+2 C4+2 CS+3 C5+3 C4+2 C4+2 C5+ C5+2 PANEL HEIGHT= DLO Jamb a e a e e e e a a B B e e e a a DOOR UNIT HEIGHT-1.866" P-hook 6+7 7+8 NB 7+8 7+e 7+e 71% 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7.8 7+8 0= EXAMPLE ON SHEET 9 rRObUC r REVISED as complying wid6lhe Floriea 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. I wq.g Cuda Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @ Acfrylsorr No yL-oL2 .03 Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135"Astragal E,pkNiee Dane 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 Standard Astragal ����ee:: Inside t1Ca� outside C Outside Corner Corner _ Inside Inside Cor Corner Outside �t Corner Part#61(Stile) Part#61(Stile) Part#119(Out.) part#61(Stile) Part 1761(x2) Part#61 Part#61 part#67(Astragal) part#61 Part#118(Corner Part#120(In.) parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) NOTES: 1)POSITIVE PRESSURES IN TABLE 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 If r 11/ 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 = of OH RATIO z 1 WATER INFILTRATION. o t1v.:c?v: 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 OH HEIGHT 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTE 3 4S g l taw rico: 8µ9-i- -r�.i,• S1AT GF OY 10707ECHN0L00YDRVE DPANDANCHORAGE ',f�',,.:.�:�'n,•,nr`.. 7;; '. R1Y1'"� N.VFNICE.FL 34275 1� ,^ "• \•... (9411480.1600 SERIES 670 ALUM.SGD-NON-IMPACT7 errs m°ae FGTn129 A.LYNN MILLER,P.E. JR 0220/14 rt RT.OPAU7H.629796 ® SGD4J70 NTS 7 a B P.E.#58705 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP For comer astragal anchorage on 90°or 135°comer units,see sheet 11 (Water Infiltration Rating) Door Unit Height Sill Riser Height II Table applies to all Glass types and 80" B4" 90' 96" (dne OH LENGTH F� the Stile/Astragal types shown (Flat or Box,see H below.Positite(+)DP may be 69-718"DLO 73-7/8'DLO 79-7/8'DLO 85-7/8•DLO Pr Anchor Type Anchor Type Anchor Type Anchor Type Sheet 17) limited by Table 3A. Flush-1-1/2" sw 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 = O OH RATIO 2 1 Deslgn Pressure + - + - + - + - Low-2-1/2" +60.0.67 O01 24' 17° Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4° DLO Jamb 0 8 8 8 e 8 8 8 8 8 8 8 8 0 8 8 High-4' P-Mok 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+B 7+8 7+fl 7+B SEE NOTES 1-3 Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-130.2 +90,0/-128 30' 23" HeadiS11 C5+2 C5+2 C6*2 CB+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 C6+2 C8+2 C5t1 C5+1 C6+2 C6+2 OH LENGTH DLO Jamb a810 8 8 8 10 8 0 B 10 8 8 8+ 0 10 8 OH RATIO=OH HEIGHT 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 9 9+10 9+10 9+10 NOTES: Design Pressure +90.0/-139.4 +90.0/-130.9 +90.0/420 +90.0/-110.8 29• Head/Sill 2S+2 1 C5+2 06+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 06+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 88 10 0 8 a 10 8 P-hook a+e 9+10 9+10 9+10 8+9 9+10 s+to 9+10 a+s19+1019+101900 8+9 19+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/-117.6 +90.0/-107.3 +90.0/-98.7 USING THE 3-1/4•SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4" 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 CB+2 C5+2 C5+2 C8+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). a DLO Jamb e e 70 B 8 8 10 8 8 8 to 8 8 0 1 10 1 8 'SEE TABLE 3A. P-hook 0+9 19+1019+1019+10 8+g 9+10 9+10 9+10 8+8 1 9+10 9+10 9+10 8+9 9+10 19+1019+10 E Design Pressure +90.0/-115.7 +90.0/408 +90.0/-98.2 +90.0/-90 3)4-.3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION Z 41" 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 06+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 B 8 10 8 8 1 8 10 8 8 1 8 1 10 8 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN P-hook 8+9 9+10 9+10 9+10 8+9 19+1019+1019+10 8+9 9+10 9+10 9N0 8+910+1019+1019+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +83/-83 +77.2/-77.2 +69.8/-69.8 +62.6/•626 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT 47• Head/Sill C4+2 C4+2 CS+3 C5+3 C4+2 C4+2 C5+2 CS+2 C4+2 1 C4+2 1 C5+2 C6+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DLO Jamb B B 8 8 8 8 8 8 B 8 8 8 B 8 8 8 P-hook 8+7 7+fl 7+8 7+B 7+8 7+8 7+s 7+a 7+8 7+1 7+s 7+B 7+8 1 7+8 1 7+8 1 7+e 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND Design Pressure +79.2/-79.2 +73.31-73.3 +66/-66 +58/-58 53• Head/Sill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION. DLO Jamb B 1 8 1 B 1 8 8 1 8 1 8 1 8 1 B 1 8 1 8 1 B 1 8 1 B 1 8 18 P-hook 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+e 1 7+e 1 7+8 7+8 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR DLO WIDTH=NOM.PANEL WIDTH-7" PAIRS TO BE INSTALLED. PRODUCtREVISEID DLO HEIGHT=DOOR UNIT HEIGHT-10.125" b ou npl*g wit►the Fiore, Iwafing Fndc PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' A."mce No --x-203 Eapirrt/ie+4tr_ u�� THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21 8,22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. D •��Fn Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ ,, �„y. t�tc�d 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 Comer Outside CoInside Corner Corner Inside e Comer Inside Cmer;T Outside Corner Part#61(Stile) Part#61(Stile) = " Part#61(Stile) Part#119(Out.) - No.5,y70< Part#61(x2) Part#61 Part#61 Part#68(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) �By. hu MMavn' DavOon DPANDANCHORAGE . . . ...; ar. um r�we,: 10707ECHNOLOGVDRNE ... 'tom K VENICE,FL 34276 SERIES 670 ALUM.SGD-NON-IMPACT aea+baet �. I0 A.LYNN MILLER,P.E. SJR a14 or,. cER*.OFAUlH tZB2ea a SCD�670 NTS 8 -22 PGT0128 B P.E.#58705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 REQUIRED @ PERPENDICULAR TO GLASS SEE"CS"CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL SPLICE EXTERIOR PLANE)SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK NOTE, ) INTERLOCK CLUSTER,SEE 24"MAX.O.C. POCKETS THIS AND 60"NOM. DETAILS,SHEET 11 x x SHEET SEE POCKET 8 P-HOOK PANEL WIDTH ( ) r—______ x x x x x x x 6'MAX. JAMB MOUNTING fx x x x f x x x x x INSTALLATION, ADAPTER 6"MAX. I x x x x xx x x x x x x x� THIS SHEET ANCHORS MIDWAY i 1 I°' 3"MAK ol ` &SHEET 14 BETWEEN P-HOOK I®' I I 4 PAIRS OF i \ ANCHORS&AT 3" I ioi —FRAME x ANCHORS 1 ., FROM TOP& i x ]�®i ANCHORS 96" x (TOTAL 8 BOTTOM I o 14' I i ZtD.C. ANCHORS) o UNIT >> MAX.O.C.' �� HEIGHT D.C. PER JAMB 4.051 8"MAX.TO OPENING y z ®I 14'MAX.O.C. 0®=P-HOOK x� EDGE OF POCKET SEE I w a I O ANCHORS x (SEE JAMB INSTALLATION i ®I %D DETAIL DETAILS'Jc'&'Kc', ims�s °, mo=P-HOOK BELOW) END PANEL SHEET 14&PART I a I® i MOUNTING ANCHORAGE DETAILS'J'&'K', ffl 1 j I ° 3"MAX. ADAPTER x x 24"MAX. (2 ANCHORS) SHEET 19 FOR j°a_ —k®1 I I ANCHORS x x P-HOOK 6'MAX. _ x x x `✓ END PANEL O.C. L_----_ - x ANCHORAGE ANCHORS END PANEL x' x x xx xx x x x xx xx x x' x x x 6'MAX. ANCHORAGE(SEE ANCHORAGE �� x' x xx x x' "+2• �• SKETCH BELOW) (SEE SKETCH BELOW) �,"+2" �•+2' �•+2' ANCHORAGE +2 CENTERLINE 8-MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE'5-PANEL 2 TRACK 90°OUTSIDE CORNER-pXX=0-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 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6.8: EXTERIOR AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM P1" � 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. j WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. 11 FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY °°ase 5.64° "CO4"1`t n S"'ifk the Fktid& ' REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR w 4i"�uxte "+2"ANCHORAGE Accepq•reNo L o3 CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: EEo 6"MAX' CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR D.C.(JAMBS),14-M AX.ANCHOR �2-TRACK JViu''M{r Coeid OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6.8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR "+2"ANCHORAGE REQUIRES SEE"C5°CLUSTER CENTERLINE END PANEL CENTERLINE I "C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE • DETAILS,SHEET 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) A i4.051" I 3.5' I MAX. "OU!i:;; • � • • • •' ',�':1� .... ..`iii,�i. CENTERLINE CENTERLINE CENTERLINE EXTERIOR "+2"ANCHORAGE "+2'ANCHORAGE L� OF PANEL 3 �OF PANEL 4 I OF PANEL 5 I _ SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS gamer• Dere: rawimao�c ai:1 EG,-' •�.•!i: 1 r xe moa 1070 TECHNOLOGY DRIVEANCHORAGE SPACING&EXAMPLE PLANS ;':x;lo'•.. <`' j N.VINIC&FL 34275 _ `,;`-1. � ".• SERIES 670 AL UM.SGO-NON-IMPACT Dna aMm �� s� e1e° p"+ 7 A.LYNN MILLER,P.E. JR 02110/14 CERT:OFALML#29200 ® SGD-670 NTS J m 22 PGT0128 13 P.E. 58705 i ) 6"DIAG. AS AL OR SP OCATION AST GAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION .04" INTERLOCK-�—IF NEEDE TERLOCKy-1 CONDITION,USE INTERRLINE EDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DET IL) I 1.75" 3.5" EXTERI 6"DIAG. ]° ] 3.5" �— 1.75" 21" 4" IA 4°DIAG. MAX. mi O.C. EXT 2.04" 2.04" � 2.04" 21" I 5.64 MAX. TERIOR 13- 7^ EXTE IOR 4"DIAG. 7" EXTERIO 7 3.5 O C I 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL ID -TRACK FRAME HEAD/SILL 5.64" ASTRAGAL OR INTERLOCK (cD ASTRAGAL OR INTERLOCK STRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (U WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED," ") AN ORS ARE REQUIRED,"C ANCHOR E REQUIRED,"C6") CHOR PAIR 6"M 4-TRACK ASTRAGAL ICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK IF NEEDED INTERLOCCONDITION,USE _ INTERLOCK�_IF NEEDED EXT ANCHOR PAIR CENTERLINE I CENTERLINE-1 C6"CLUSTER DETAIL) CENTERLINE 3.5" 2.04" 7" ANCHORS MAY BE INST I 21" EITHER IN THE EXT.OR INT. c 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08" 4.08" O.C. 2.04' 5.64" NOTES: 1.EXTERIOR 7' 10, EXTERIOR 7" 4"DIAG. EXTERIOR 3.5• A ALL DIMENSIONS SHOWN �L, ill, n 3.5" ARE BASED ON MIN. v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 6"M ALLOWED. P ASTRAGAL OR INTERLOCK CD.ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK �� 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. (FOR SPLICE FOR SPLICED REVISED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR CONDITIONS ONLY: IF NEEDED INTERLOCK 1 (FOR SPLICE INTERLOCK CONDITION,DO NOT b—plyinwnf 14Flolidt INTERLOCK CONDITION,USE USE THIS DETAIL) SPLICE LOCATION bw4i.1te—k CENTERLINE I CENTERLINE I CENTERLINE IF NEEDED A—;mmccNo/�--z -03 "C6"CLUSTER DETAIL) Etpi;r Due '44212"1. 35" 7 1.75" 3.5" 3.5" ( .LL.��L'1 3.5" . ° 141.. 2.04" 4"DIAG. 2.04" 4"DIAG.1 2.04° 2,04" 5.37"DIAG. 03.51 4.08" 4"DIAG, 2.04' EXTERIOR EXTERIOR ]• EXTERIOR ]^ 3.5 V 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL (a)ASTRAGAL OR INTERLOCK (�ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK P!'.,.'?'C5 (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 C 1070 TECHNOLOGYORNEOff., ANCHORAGE,EX4MPLE CLUSTERS '' ''•"'`�I�'�"• .i'`` °B�p1p' NVENICE FL 34275IAs .. �, .. SERIES 670 ALUM.SGD-NON-IMPACT ,0 (041}480-1600 '+rr,:., aam Derr sem.: e1eeB ^'" na" A.LYNN MILLER,P.E. JR 03/10/14 CERT.0FAU7M#1 M SGO670 NT3 10 m PGT012B B P.E.#58705 2.04" 2.04" 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN 4"DIAG. 4"DIAG. 8.94" ARE BASED ON MINIMUM 6.12" 69EXTERIORO 12" 3.5" 3.5" ALLOWED. INTEINTERIO INTERIOR 2.DETAILS DEPICT ANCHOR INTERIOR 1 ° 1 ° j QUANTITY AND SPACING, 90° 3. " 3. " EXTERIOR AND WOULD BE IDENTICAL EXTERIOREXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. ft EXTERIOR 3.5" 4° 4„ 3.5" 3 " 4° "+1"ANCHOR 2.04" EXTERIOR 2.04" 2.04" EXTERIOR 4„ 2.04" 7" 8.94" 90°CORNER90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR CLUSTER OF PANEL ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") 4.08" "+2"ANCHOR INTERIOR EXTERIOR INTEk "+1"ANCHOR — 2.04-- 3 .04" — INTERIOR 4" 3.5' INTERIOR 7'41 4"DIAG. 3.5" 90 7" 135° CENTERLINE TERIOR OF PANEL 4.08" 4.08" "+3"ANCHOR 5.37" AG. 5.37" AG. CENTERLINE 2,04" 3.5" 4" 3.5° 4 OF PANEL 4"DIAG. EXTERIOR EXTERIOR 7" 4' INTERIOR ON "+2"ANCHOR 3.5" ALL 90°CORNER 135°CORNER EXTERIOR VIEWS 7" 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4°DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT IN INTERIOR 2.04" FRO ' .-.plyicg with the Floed a 6.12" 3.5" h.wing Godc ERIOR 5 88" CENTERLINE E�` d pce INTERIOR OF PANEL INTERIOR 135° "+3"ANCHOR 11��Ill"' ` 2.04" 11Q7Y1 Aedr P 3.5" 4.08"6.12" 6.12" . 4"DIAGq 7" EXTERIOR 2.04" 4"DIAG. 3.5" 3.5" IEXTERIOR EXTERIOR 4" CENTERLINE •:•'I'�:. •• '' 2.04" 90*CORNER 135*CORNER �OFPANEL + L"1`•? ' :•: 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL No. ("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 e„ a.m� 1070 TECHNOLOGYDRIVEpff. ANCHORAGE,EXAMPLE CLUSTERS M VENICF,FL 31275 R°m� 6t (941}-30-1600 SERIES 670 ALUM.SGD-NON-IMPACT avwney: oav a x°a 0°trr. a.r+mt — — o:"° - w' A.LYNN MILLER P.E. JR O2l201N CENT.OFAUTH.#29296 SOD-670 NTS 11 d 22 PGT012B B P.E-#59705 INSTALLATION DETAILS *WOOD E TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1ABLE A.SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' 2-1/16"' 2-1/16" NOTES: EXTERIOR 1/4• 1/4" 1/4" 1.ALL DIMENSIONS a MAX. MAX. MAX. SHOWN ARE BASED – o r SHIM EXTERIOF SHIM EXTERIOR SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET1 TYPES PER TABLE A, WOOD ANCHOR TYP., WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP.,2X WOOD SHEET1. TYP.,SEE ANCHOR EE ANCHOR NOTES TY , 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 aa 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C. Aw WOOD INSTALLATION Bw WOOD INSTALLATION cw METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIND OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) SHEET 1 ! SHEET 1 T (1/4"MAX.) 1 (1/4"MAX.) EXTERIOR I — EXTERIOR EXTERIOR�� EMBEDMENT:SEE �] TABLE A,SHEET 1 2-1/16" 2-1116"' 2-1116"' EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: I 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 �WOOD INSTALLATION Ew WOOD INSTALLATION Fw METTAAL INSTRALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE PRODUC r REVIWD TABLE A,SHEET 1 EDGE DISTANCE: --P4fsg Witt!tke Pb# SEE TABLE A, b..'"s Coda EMBEDMENT:SEE METAL TYP., SHEET 1 gy w '63 TABLE A,SHEET 1 ti EDGE DISTANCE: SEE ANCHOR EDGE DISTANCE: SEE TABLE_A, NOTE 4,SHEET 1tl"' 1� .� 2X WOOD SEE TABLE A, 2X WOOD I SHEET 1 TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., 2-1116"' SEE ANCHOR NOTES WOOD ANCHORTYP., 2-1/16" &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTTESES —A I THREADS &TABLE A,SHEET 1 BEYOND THE �lN 'YNhl O EXTERIOR �� %"1 - EXTERIOR METAL ;',�.0.••, �..'••.�F EXTERIOR .. ..\ c , 1/4"MAX.SHIM If SUBSTRATE `•' -� r 114"MAX.SHIM Fes– 1/4"MAX.SHIM If- ;-_S, � No.52i05 -_ 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB =Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION to7o7ECNNOIocvowvE ANCHORAGE DETAILS } IN ,t$I "�• `` N VENICF FL 91275 n' i. (.;•I 7 . R (90)490-16W SERIES 670 ALUM.SGD-NON-IMPACT s°'k'+�' °1j""- "" A.NNN!MILIER,P.E. RRY• X0/14 pees CERT.OFAUTN.A29295 Ry. 500670 IVTS 12 "'� PGTDi28 B P.E.#58705 INSTAL ON DETAIL EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTAN :SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONC TE CONCRETE SEE TABLE A,SHEET 1 CONCRETE4SEETABLE A,SHEET 1 SHOWN ARE BASED PER ABLE TABLE A,SHEET A, HEET 1 2-1/16"' PER TABLE 2-1/16"' PER TABLE2-1/16"' ON MIN. NAL O CALLOWED.S SHEET 1 A,SHEET 1 114" EXTERIOR •' •.'.:�•. ':;•`. .;..,...,.'� ':..``- '.. •`1 4" HIMOR6""MIN '(OJAMBDSEEILLSaEMB MELS 1/4' EXTERIOR EXTERIOR0 81 ILS,SHEETS SEE T BLE MAX. ri MAX.S EET1 SHIM SHIMPRO RLY SECURED1X CONCRETE ANCHO TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., ECURED 1XCONCRETE ANCHOR TYP., WOOD CK TYP.,SEE SEE ANCHOR NOT & WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOODBK TYP.,SEE SEE ANCHOR NOTES& ANCHOR N 3,SHEET 1 . TABLE A,SHEET ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 -TRACK FRAME H &jh 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac CONC TALLATION ktc CONCRETE INSTALLATION cc CONCRETE INSTALLATION CONCRETE CHOR TYP., PR RLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE A HOR NOTES& WOO LICK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE ABLE A,SHEET 1 ANCHOR TE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE AN OR SEE ANCHOR SEE ANCHOR NOTE-, HEET NOTE 5, NOTE 5, 1(114'MAX.) SHEET 11 SHEET 1]_ 1 (1/4"MAX.) (1/4"MAX.) 1 EX ERIOR EXTERIOR 1 EXTERIOR 1 CONCRETE 2-1/16"' a 2-1116"' a2-1116" PER TABLE EDGE DISTANCE: CON TE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 S E TABLE A,SHEET 1 PER BLE SEE TABLE A.SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EM DMENT:SEE TABLE A SHEET 1 A,SH ET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL ®3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 --� EMBEDMENT:SEE DucTREVi6HD TABLE A,SHEET 1 ~� 7EDGESTANCE: RSBLE A,EDGE DISTANCE: pROPERLYSECURED EMBEDME .SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., ET 1 Eaol.atle.Atc —� SHEET 1 �h TABLE A HEET 1 TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, EDGE STANCE: NOTES&TABLE A, SHEET 1 iM/Dt�Y ndrttCaohd PROPERLY S CURED SEE TA EA, SHEET 1 2-1/16"' 1XWOODB CKTYP., SHEE 2-1/16" SEE ANCH NOTE 3, CONC./CMU ANCHOR 1 SHEET 1 TYP.,SEE ANCHOR 2-111PROPERLY SECURED NOTES&TABLE A, CONCJCM ANCHOR 1X WOOD BUCK TYP., TYP.,SE ANCHOR CONCRETE SHEETI CONCRETE SEE ANCHOR NOTE 3, OR CMU I r NOTES TABLE A, OR CMU SHEET 1 CONCRETE SHEET 1 PER TABLE EXTERIOR PER TABLE , EXTERIOR OR CMU EXTERIOR A,SHEET 1 . n I � A,SHEET 1 � .,,� •?`�''rf..:a;r '.F,a V 114" SHIM PER TABLE A,SHEET 1 114"MAX.SHIM 1/4"MAX.SHIMefih 2-TRACK FRAME JA B 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Gc CONCRETE/CMU I TALLATIO He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION nam er ORa °"°m""' -D• .;,L F :•,l' ANCHORAGE DETAILS P 1070 TECHNOLOGY DRIVE AL VENICE,A34275 ims SERIES 670 ALUM.SGD-IVON-IMPACT '�;;°�C,'tP•�•'' s riau — — or.wmrb a.r A.L1'N�l'MILLER,P.E. a CERT.OFAU7H.#28295 ® SGD-670 NTS 13 -22 PGTO128 B P.E.#58705 JR 07/10/14 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE G> o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: Z &TABLE A,SHEET 1 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR ALL APPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES. SHEET 1 Zs ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE EDGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT. SHEETS 6 8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 SHEET 1 ADAPTER CONCJCMU AND P-HOOK EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., 1 L ANCHOR TYP.,SEE SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES 8 TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 3v CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. — CMU PER TABLE TABLE A,SHEET 1 A,SHEET 1 (ALSO SEE TYP. — ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE - ILLUSTRATION,SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS J^ PARTS#18,#20,#22 OR 924, do 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 CONCJCMU EMBEDMENT:SEE NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATEP8 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9) ILLUSTRATION, SHEET 1 28 EMBEDMENT: SHEET 9) PMDtJC T REVRKD ED E DISTANCE:SEE SEE TABLE A, w m—P191o6 with the EToeidh SHEET 1 1-1/4"MIN.EDGE DISTANCE "eCOd° TABLE A,SHEET 1 AccW-cc No_IC-0629.62 30 30 EarinN�c ate u/�I7.i P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTESCE3V ANCHOR TYP.,SEE &TABLE A,SHEET 1 ANCHOR NOTES&TABLE (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS �VPARTS#19,#21.#23 OR#25, Kc PARTS#19,#21,#23 OR#25, ,1 '•!!!;r,"/(/ METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT J 4 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY RaYtO ti)e kz-1,1, �,,,, 1071TECNNOLOGYDRNEANCHORAGE DETAILSN.VENICF,FL 31275SERIES 670 ALUM.SGD-NON-IMPACTnO.cateYNNO,wnRy: `Jodo° °�" CERr.CFAUTN.a29zss SGo-57o NTS 14 22 PGT0128 B P•E.tt 58705JR r- CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH DLO TYP.PER TABLES 1-3 HEADER DETAIL W, WIDTH INTERIOR SHEET 18;INSTALLATION DETAILS'Aw'&'Ac',� EXTERIOR SHEETS 12&13 90" PANEL PANEL PANELTYpE TYPE PANEL CORNER DETAIL'N2',, TYPE as. 'AS' TYPE SHEET 19&CORNER 'A' K ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX. PANEL MAX• HEIGHT INTERLOCK DETAIL PANEL ! WIDTH TYP. DLO PER 'M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 f �,.-, JAMB DETAIL'G3',SHEET /} �x X _ 18;INSTALLATION DETAILS J _ X X 'Gv6 &'Gc',SHEETS 12&13 SILL DETAIL'D',SHEET 18;r 90" INSTALLATION DETAILS EXAMPLE:90° INSIDE CORNER,4 PANELS-)0(/XX 'Dw'&'Dc',SHEETS 12&13 I I SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10 X 1-1/2" PH SMS PRODucrREVISED PH SMSn rom[4omgwith tlrz F7mNn h�u.5n�Calc ArcrFf�rr Na /6-a62ri•oj PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6 8 FOR MAX. PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. ,'a =;37;,5 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. imTECNNCLooyDRIVE ANCHORAGE DETAILS/EXAMPLE ELEVATION N.VENICE,FL 30275 6. SERIES 670ALUM.SGD-NON-IMPACT ryav/aao-teoo . mr„+at sora srn� ­7re.: A.LYNN N{ILLER P.E. j p JR 0?/20/14 CERT.OFAUhL A29296 ® s.-. NTS 15 - '� PGT�7'28 B P.E.1158705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; i --y—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 HEADER DETAIL'N,SHEET 18; MAX. FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL'133',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS����''��777777 INSTALLATION DETAILS'Aw&'Ac', WIDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Ge, L2,SHEET 19. 'Aw'&'Ac',SHEETS 12&113 SHEETS 12&13 TYP 'Gw'&'Gc',SHEETS 12&13 SHEETS 12&13 90° EXTE IOR INTERIOR PANEL PANEL PANEL PANEL PANEL TNEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL 'R' 'L' 'D' 'A' TYPE TYPE M',SHEET 19 MAX. A 'CS' MAX' 90°OUTSIDE CORNER UNIT UNIT DETAIL'N1',SHEET 19& PAOEL HEIGHT SILL DETAIL NOM. HEIGHT CORNERANCHORAGE WIDTH TYP. / / PER 'D',SHEET / PANEL PER SHEET 11 MAX. SEE TABLES 18; MAX./ WIDTH TYP. TABLES DLO PER NOTE 2, 1-3 WSTAL; DLO PER NOTE 2, 1-3 INTERIOR HEIGHT TABLES 1-3 SHEET 15 HEIGHT TABLES 1-3 SHEET 15 DETAILS EXTERIOR 'Dw'&'Dc', SHEETS 12 NOM.PANEL O x X x x— WIDTH TYP.. ( &13 ' X X X PER TABLES I 13 MAX.UNIT WIDTH --� J� J MAX.UNIT WIDTH SEE FRAME& SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS CONSTRUCTION 'DH/&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) DETAILS SHEET 15 2-TRACK _ JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW& L2,SHEET 19:�, 1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13� J'1 HEADER DETAIL 1 ETAIL'H2',SHEET P-HOOK DETAIL'J'&'K;'SHEET B'.SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JV. INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL SHEET DETAILS'BV&'Bc', DETAILS'IW&'Ic',SHEETS 12&13 18;INSTALISHEET DETAILS Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 Cw&'Cc',SHEETS 12&13 I► MAX.UNIT WIDTH MAX.UNIT WIDTH �1 MODUCl R WWW u n�PIYMB wkY tLe F1ald0 I• lwriies Cade PANEL PANEL PANEL PANEL AccepluceNul[-0629.03 PANEL PANEL PANEL PANEL I Eap..Na.11neT�� TYPE TYPE TYPE TYPE i TYPE TYPE TYPE PPE )" �S4 Ll ti R' 'L' M' 'F' ¢ i MAX. �NOM. NOM. UNIT MAX.UNIT PANEL a I � PANEL h HEIGHT PER WIDTH TYP. S m / / WIDTH TYP. / PER TABLES MAX. J15 PER / Yi I SEE MAX. PER TABLES DLO TABLES 1-3 i e OTE 2, DLO TABLES 13 1-3 1-3 NOa w HEIGHT HEIGHT SHEh SHEET 15 a bLi ----- (11 x o I EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18: EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS Ew'&'Ec',SHEETS 12&13 Fw'&'Fc',SHEETS 12&13 = 6 CC 'b rs�weey. oma: nm0.as t» - EXAc,. 9�Ncr� f070TECNNOLOOYORNE MPLE ELEVATIONS .,::�-R?C H.••_.::'�',... N.VENICE FL 30275 SERIES 670ALUM.SGD-NON-IMPACT "� ''.'-=:�• '.. (9A1 -MO-1600 ' A.LYNN MILLER,P.E. CERT.OFAUTH.A29296 ® SOf}fi70 NTS 1 16 -22 PGTO128 B P.E.#58705 JR 01/20/14 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLEASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXTCORNER IT CO FIXED LOCKSTILE ASTRAGAL ASTRAGAL RNER INTClRNER INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER TYPES OUT IN WIHANDLE W/HANDLE WI HANDLE WI HANDLE W/HANDLE W/HANDLE WIHANDLE W/HANDLE .�--�q -.��1�� #116 #118 #31 #31 `� LJ #120 #119 #6181 #61 #61 SINGLE LTR TQ TC TA TV TW INTEO � RUOCK s� F PP K Iaoxn 11 SINGLE C C I C CQ SC SCA S V S W INTERLOCK 8 E P A m=oor O=aO V V IN sn� �- RR R S S FD FC FV FW LOCKSTILE D A A J J W/HANDLE ,VI mm moX" w ASTRAGAL / R PANEL NOTES: eOXOUT (. a WIHANDLE Ieoxou) 1.SEE DP TABLES 1-3,SHEETS e:8 FOR PANEL ASTRAGAL �I SIZES 8 DESIGN PRESSURE. BOX TR IN I Y LEFT INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF ui W/HANDLE OloXIM PANEL nn EXTERIOR PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS T U STILE V STILE AND ARE NOT AVAILABLE. ASTRAGAL � reoa u 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES BOX our PANEL"E" PANEL TYPES AND EXTERIOR SHOWN.SEE TABLE FOR OTHER PCORNER RECEIVER(#118)AND EITHER �— EXTERIOR(#119)OR INTERIOR(#120)CORNER LL, ASTRAGAL _ T U APPLICABLE STILE/ASTRAGAL REQUIREMENTS. WBOX IN iDrr (BOXIN) f=N/ ASTRAGALS. J 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER RT Cl (#61)AND CORNER ADDON(#31). Y) 90 LOCKSTILE J WI HANDLE 9120 --►I�- .232" ui EXT CORNER SILL RISERS OPTIONS r— .232' Q Wf HAN90 DLE#119 QT QS .232° •232' EXTERIOR EXTERIOR .062' CL EXT CORNER#61 EXTERIOR EXTERIOR /t..� .062" 4.055' 90 RECEIVER CT CS n a •062 Y' 3.305' VRODUCf RCVISED W/HANDLE #11e 2.555" complying wit4 tfe F7o'Y16 w IN CORNER#61 A T AS OF '567' A—pj ( N 90 RECEIVER '0�• I pf-I Acceptmn No -06 Z 3 W!HANDLE 1 Eiplretbx f1�le EXT CORNER f#118 /'+ 1B.SILL RISER FAT. 20 SILL RISER,FLAT 22 SILL RISER,FLAT 24 HIGH,SILL RISER, ER,FLAT 90 RECEIVER CF FLUSH,1-1/2" LOW,2-1/2" MEDIUM,3-1/4" 7161 �1 ~- .750' EXT CORNER #3t VT VS ' /F �•1 I-- 750' EXTERIOR 135 RECEIVER J V ��{ r .750' I W/HANDLE #01 EXTERIOR EXTERIOR I EXTERIOR .062" INTCORNER #31 .906" �'"� _ �2" 4.055' 35 RECEIVER WT WS WF �� `r •0� 3.305" W/HANDLE #61 .002• 2.5!55- I 1 -,•. +' 1.567° ( ��' J. U J. l' �v•� I/�i. par! ta' SILL RISER.BOX]' 21 SIOLwR2SEZ 23,BOX SILL RISER,BOX 25 SILL RISER,BOX FLUMEDIUM,3-1/4" HIGH,4" NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 '75 10707ECHNOLOGYDRNE PANEL TYPES p°1dtlY � N.VENICD FL 31275 Rear �00�2120114 /aelysaal5oo SERIES 670 ALUM.SGD-NON-IMPACT ad.: — R.+: A.LYNNfMIILLER,P.E. CERT.OFAUfN.A2929aNTS 17 a 22 PGTO128 B JR 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&10T-110 14 los OF JAMB 5 ta G3 60 OR 61 5 60 OR 61 16 G1 so OR 61 2-TRACK JAMB 7 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED 6"LONG OPERABLE PANEL CLIP LOCK PART 105 @ W/RETAINER 0106 ) 80 75&107-110 113 MIDSPAN (SHOWN WITH PANEL 'FIXED'PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR EXTERIOR 103 113 75&107-11 103 FOR FIXED 5 600R 61 PANEL CLIP 103 lu EXTERIOR .. 14 16 5 112a 16 17 G2 61 EXTERIOR #10 X 314" 123 FULL LENGTH 40 60 OR OF JAMB 2-TRACKJAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR sMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN + 6"LONG W/RE-VAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ (SHOWN WITH ®(SHOWN WITH (SHOWN WITH e(SHOWN WITH ®(SHOWN WITH MIDSPAN 60 FIXED PANEL TO H1 OPERABLE PANEL) H2 FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL) z61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 2 112 1 3 4 45 5 113 5 113 5 52 51 69 69 69 EXTERIOR EXTERIOR EXTERIOR 53 a a a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 6E-l-,4-TRACK MAX.UNIT vepnucraevtseD OPT.SCREENFRAME HEADFRAME HEAD C FRAME HEAD HEIGHT PER Pkooucruvi ueFWtids TRACK TABLES 1-3 �d OCZ o A..Ml —N. 3 Eal+iraeb"Ate 53 69 69 69 ISL—, J EXTERIOR EXTERIOR 52 51 7p OR 73 a 72 OR 73 a 72 OR 73 me A 46 11 9 10 113 11 11 48 47 D 8 EXTERIOR 112 5 113 113 2-TRACK W/SCREEN 3-TRACK4-TRACK FRAME SILL FRAME SILL FRAME SILL ....St;u5 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6=8 FOR OP(PSF)ASSOCIATED WITH STILE. Rarod"Y m� 10707ECHNOLOGYDRNE VERTICAL SEC TION DETAILS -.<�:,.�'•. `"'�`"" �''�'� RmaC"y: Dela /AMalms '�,'J"�'I>••'"�,``... N VENICE,FL 34275 *� D Deb: SERIES 670 ALUM.SGD-NON-IMPACT , .,.'.,_` /941}4eo 16ao or�n"Y Dm � s.•I�aan' �"' °tv'hi4 N6 "" A.LYNN#587 l2,-P.E. JR 02120/19 CERT.OFAU7H.#29296 ® SGD-670 IVT$ 18 d 22 PGTO128 B P.E.#58705 1 , ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 5 61 113 118 28 28 7 30 27 63 27 63 11 113 26 103 62 111 63 60 OR 61 600R 61 600R 61 29 65 P9 14 120 65 65 5 10,EXTERIOR 111 62 IG EXTERIOR 111 62 tIOR -T 0° EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTEOR lu (EXT.OR INT.MOUNT) �EXT.MOUNT ONLY a INTERIOR90° OR 61 75&107-11 75&107-110 61 5 ®INTERLOCK M 14 113 60 80 61 D 61 t18 S �I EXTERIOR 113 J L EXTERIOR 113 11 15 113 103 119 TERIOR 7 67 68 j6jh STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL 90'INSIDE Lt WITH STANDARD STILES#60 WITH HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN 8 16,�,90'OUTSIDE CORNER N2 2-TRACK S OWNER (HEAVY-DUTY °ITEM SH STILE)SHOWN,ITEM 1Y60 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 STILES. 31 LOCK PART 75 8 107-110 PRODUC f gwAthREVISED 4INTERIOR uce�pl7H(witY Floeidt 6 N+iJin�iW 135° 5 AteepttsceNo /6-OL25•o� 4 INTERIOR C•rkwh.D�K�ylj I�'[>rdr P ua Caobol 11 7 135° 14 5 81 32 I 103 61 32 r y EXTERIOR 61 11 5 v LOCK PART 31 103 61 V EXTERIOR 7 .�.7.2; ..•'`'li;... �a 75&107-110 V t4 E 135°INSIDE CORNER .. 02 2-TRACK SHOWN j6jh136°OUTSIDE CORNER _ 01 2-TRACK SHOWN Rma6y. PIb: R°vlslanc DevbDn' - �- `[1'(O ••l.�•-V onaer• cera Reerbe.: 1070TECHNOLOOYDRIVE HORIZONTAL SECTION DETAILS,CORNERS `• t.; '`- N.VENICE,FL34273 _ •ORi;J`' (94f)-480-1600SERIES 670 ALUM.SGD-NON-IMPACT se,wtamr. — °rme _7R..: A.LYtJN`MILLI:R P.E. o Br ara cneaeaB D__ ��OFAlRH.N2B2B6 Ry. scae7o MTS 19 X22 PGTO128 B. P.E.N 58705 JR 0220/14 Item PGT PGT# Description item PGT PGT# NOTES: # Dw .# # D7N # Description 1)ALL ALUMINUM=6063-T6 1 17306 817306 2-7RACK HEAD 60 17325 617325 PANELSME 2 17303 617303 2-'TRACK HEAD WITH SCREEN RAIL 61 17326 617320 PANEL STILE(HEA-DUTY) 2)ITEMS#3339,56-59,66,81,84-99, 3 77309 617309 3-TRACK HERO 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 BTP246 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 8 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 65 17328 1 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3116'MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C. 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-112"X 1'X 3/4"HIGH FIN SEAL DUST PLUGS 12 17315 677315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST 571.,ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 18153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74 S6.ICONE DOW-899,DOW-995 OR GE-7700 15 17302 617302 2-TRACK,LAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE"LY DUAL LOCK WILONG TRIM PLATE 18 77308 617308 3-TRACK JAMB 76 7f032X1FPFX #10.32 X 1'FL SS SCREW W/TYPE'F'11P 17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U•NUT 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 78 17358 617358 3116&1/4"BEAD, 19 17319 817319 SILL RISER-BOX FLUSH,1-1/2' 79 17357 617357 1'IG BEAD 20 17321 817321 SILL RISER-FLAT,LOW,2-112' 80 17359 617359 7/16"BEAD/FDO=b PANEL CUP 21 17310 617318 SILL RISER-BOX LOW,2-1/2" 82 1224 1 BTP247K VINYL BULB WEATHERSTRIP 22 17355 817355 SILL RISER•FLAT,MEDIUM,3.114" 63 61745 1 1745 LOWE INC,1/2'X 1116"SGL SIDE ADH.TAPE,POLYETH, 23 17364 617354 SILL RISER-BOX MEDIUM,3-1/4' 100 8052 48052 ROLLER ADJ.HOLE PLUG 2417323 817323 SILL RISER-FLAT.HIGH,4" 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER BOY,HIGH,4- 102 1696 71698 DUSTPLUG 28 173M 617333 POCKET P-HOOK 103 8185 78186X 1'KEEPER 27 7070 67070 NEOPRENE BULS WSTP FOR P•HOOK 704 653 7SDKEEP SCREEN LOCK KEEPER 28 17334617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG PRODtC r REVISED 29 17335 617335 P4400K COVER 106 17352 617352 FIXED PANEL RETAINER-9/16' m enP!ying x ilh the Flfrhl' 30 17348 617348 POCKET P-NOOK FOR BOX RISER 107 —i75-91 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH 475 HresTn;L'�q` AceW.na Na 49-0429.03 31 17378 817378 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75 EaPkzdw Arc 32 17378 617376 135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 ITEMS 40.53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#76 .. u�,---• ""i 40 4319 1 612258 SCREEN SIDE RAIL-LOCKSTILE 117 710)04PPSDAX#10 X 3/4"PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET -TI-27 1235 67516 WSTP,.270 X.170-FtN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X 230'FINSEAL 43 8152 66152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 1-1/2" 44 4428 64428 SCREEN DOUBLE INTERLOCK 715 710XPPT #70 X 1" 45 4317 612256 SCREEN TOP RAIL 116 720XIX #14-20 X1'S.S. 46 4318 612257 SCREEN BOTTOM RAIL 117 720X112X #14-20 X 1-0/2'S.S. 47 668 75RAZ STANDARD ROLLER 176 17336 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 72017338 6117338 00 DEGREE INSIDE CORNER ASTRAGAL So 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER,718' 51 1692 61692 SCREEN SPLINE-.165" 52 1694 81694 SCREEN SPLINE-150" _ 53 61016C20 SCREEN CLOTH IN 54 1725 1 . t! X6ETL , NEOPRENE 85+t.S- 66 1726 LOCK, NEOPRENE 85+lb 8r nr: 2ntae .. A.obwc .ALL, �.� of Adr ra.,e�r 10707ECtM00YCR1v8 PARTS LIST ' :. N.Vk]YfCE,FL 34175 Tae S. •�,~ 1941}4ea1690 SERIES STt?ALUM.SGD-�AN�QMMPACT ' r' owner• A.Ir aeande Arc SERIES 0 M. ,i�JR 0220114 CERT.DFAVTX,!20186 9GD-878 HTS+ �n0 d 11• A.LYNN MILLER,P.E. P.E.#58705 5.069" 8.562" - 1.36" ' �I 1.36" 0.080" 1.872"n1 211" LL-Lll 1.505" A 0.081" - 1.019" 0.062" 0.081" 0.081" Oi 2-TRACK HEAD 10 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) a0 STILE 6.198" (6063-T6 AL) 6.198" 6.525.069" 0. 0.080" -y � 1.045" 1.505" -r-I 1.211" Eli y 1.993" 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL L (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB @TOPERAIL to (6063-T6 AL) (6063-T6 AL) 7.105" 6.2212-TRACK JAMB W/ ^ 15 SCREEN TRACK 0.080" (6063-T6 AL) 1.36" 1.505" 0.875" 1.211" i -1 1.36" I+ 1.993" 0.081" 0.062" 3O3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 0.081" SCREEN j 45 BOTTOM RAIL j (6063-T6 AL) 9.142" 0081" 4.49" . 0.080" 1211^ 1.505" 7.105" FRODuc r REvlsED + 9.141^ sr�i Rpi�N[2 wnY Ue Flo�lda 0.081" O4 4-TRACK HEAD 02-TRACK SILL A`�et is.ae Na X03 (6063-T6 AL) (6063-T6 AL) � Rdr ie ! �- 0.060" 1.514" LI 0.062" I 0.532" 0.760" 1.260" 0.060" 1.516" 1.990" FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ! _':I+; %:;• (,!)ADD-ON 12 ADD-0N 19 END ADD-0N 16 3-TRACKJAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3/16'MASONRY OR 3116"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) �,� �. r+e.L�ns 1070 TECRNOCDGYDRIVE EXTRUSIONS _:::.,-,�.,.^,�.:�y" N.VENICE,FL 31715 tem .. .• (941r,m,soo SERIES 670 ALUM.SGD-NON-IMPACT arm aA.. r ^°^ A.LYNN MILLER P.E. JR 01/20/14 CERT.CFAUTR,A29 96 ® SGD-870 NTS 21 d 22 PG7D128 B P.E.#58705 e 0.718" 0.83" 3.802" 2.304" 0.752 0.752" 3.802" 1LLLI 0.885" 0.574" 0.796" 1.163"I 0.080" J 0.062" 0.062" 1 0.264"� 0.075" 0.233' 0.062" 5 SCREW COVER 11 SILL 2s P-HOOK 28 ADAPTOR OUNTING 2g COVERK SCREW 0.080 3o P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" a• ILII &155' 0" 1.488" 1.739" yj 0.062" 1.303" 1.600 0.133" 1.600 0.062" 1.888" 080" 1.870" I .0.325" 016" 3.125" Imo--- 1.974" 3.125" tlL 0.062" } 2.44" 31 135"CORNER 32 135°FIXED MOUNT 60 STANDARD STILE - s1 HEAVY DUTY STILE 62 65 6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) LA NADAPTERLOCK INTERLOCK TER SCREW COVER ( (6063-T6 AL) (8063-T6 AL) 3.979" 3.979" Ll 0.062 -y [:: 1.050" 1.050" � �1.050" 0.075" 0.075" 1.645" 1.645" 0.062" 1.304" Lr"" .611" .849"1045' I� 3.25 �- 0.125"" 0.281" 67 STANDARD ASTRAGALHEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL 79 GLAZING 80 7116"GLAZING 78 3116"&114" 68 (6063-T6 AL) (6063-T6 AL) O(6063-T6 AL) O BEAD(I.G.) OBEAD,FIXED O GLAZING (6063-T6 AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) PRODUC r REVISED 1.003" treMLjp .�h the Fkri& 1.03" A.W 4„ Eirkasi eBete aC- 2e2a� 0.757" 0.080 5.621" �SL ' 0.050" 11 c 105 FIXED 0.709" 2.893" 0.133" PANEL CLIP 1.498" 0.133" 1,498" (6063-T6 AL) 10.863 I yl 0.080" 550" tVO.7(9" 123 FD(ED PANEL 5.621" ORETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL 0.080" �IF�- T (6063-T6 AL) 2'826 11990°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) O90°INSIDE/OUTSIDE (6063-T6 AL) FIXED PANEL 118 106 RETAINER,9/16" CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) /7 RawO6y. Cab: Rarkble (/'• ' wb R 1070TE(r0LDGYDRNE EXTRUSIONS ;- N.VENICE,FL 34275 R,,,,a,, o,,, (341}460.1600 SERIES 670 ALUM.SGD-NON-IMPACT o� ogdad aam, canaai°d.�: sem ' --ft- A.LYNN MILLER,P.E. JRBy. 01/20/14 CERT.OFAU1H.p292B6 N =670 NT$ 22 d 22 PGTO128 B P.E.#58705 i