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Home My WebLink AboutProduct Approval Florida Building Code Online _ Page 1 of 3 d x `4 t t Sfi 4 kayF�g 4 M 1 ; Y 2 f y dFwab�Et igt' Flodi a UC �enl.4 SCIS Home Log In User Registration Hot Topic Submit Surcharge j Stats&Facts Publications FBC Staff ' BCIS Site Map Links Search sr Busines 9 Product Approval Profess&"al Y a USER:Public User Regulation �® Product Anpruve'Menu>Product or Application Search>Application f ist>Application Detail FL# FL251- i<tn -"' Application Type R Code Version 2014 Application Status ed *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries -'R Address/Phone/EmailC oology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 AUG U� Q '�o�� druark@pgtindustries.com A Authorized Signature Jens Rosowski PERMITTINGSt. Lucie County FL jrosowski@pgtintlustries.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 iesCompliance 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 03/15/2016 Date Validated 03/22/2016 Date Pending FBC Approval Date Approved 03/22/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq sEt2PTand5bm... 7/19/2016 Florida Building Code Online Page 2 of 3 Summary of Products I FL# INIodel,Number or Name Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI„251,_ 7 C CA4 15_t,01�14,prff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-1013.14.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: +251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0106.07 HP.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 Il 15-0106.07 HP.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: 251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R27 C CAC 15-O609.1l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date } Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions j Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 I1 15-0609.11.odf , 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 ISGD-770(Large Missile Impact) 7 WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in H :Yes FL251 R27 C CAC 15-1013.15.odf Approved for use outside H es Quality Assuran Iratfon Date Impact Resistant:Yes 02 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA) or FL251 R27 Il 15-1013.15.odf product performance information,anchorage details, d anchor tyke, Verified By:Miami-Dade BCCO-CE size,and spacing information. Created by Independent y: PO I Created by Independent Third Party: 251.5 ISGD- OHP( rge Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use i Z:Yes FL251 R27 C CAC 15-0106.08 HP LM.odf Approved for use outside HV 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 R27 II 15-0106.08 HP LM.cdf product performance Information,anchorage details,and anchor.type, Verified By:Miami-Dade BCCO-CER j 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 R27 C CAC 15-0106.09 HP SM.ndf 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 R27 11 15-0106.09 HP SM.odf (product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER (size,and spacing information. Created by Independent Third Party: tt Evaluation Reports I Created by Independent Third Party: 251.7 jiSGD-780(Impact) WinGuard Aluminum Sliding Glass Door f Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0903.09.odf j 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 R27 N 15-0903 09'r)d 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 R27 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 R27 IT 15-0609.10 DR.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: 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0612.06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 7/19/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FL251 R27 I7 15-0612.06 LM.DCf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: II 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 R27 C CAC 15-0612.07 SM.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 11 15-0612.07 SM.rdf 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: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Ft.2.51; R27 C CAC 15-1210.(12_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 FL251 R27 IT 15_1Z10.02,.pAf , product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251. R27 C CAC 15-121.0.01.odf li Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-251 R27 IT 15-1210.01.rdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: .........._._.._..........._..._....................._....._.._............................................................................_.........................................................._.._..._......_....._............__...__._._.._.........,;;;;........................_..__...._........................................................__........__..._....... ...._.i hack Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity,Instead,contact the office by phone or by traditional 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: Kq Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5 bm... 7/19/2016 MIAMDADE MIAMI-DADE COUNTY PRODUCT CONTROL.SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 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 North Venice,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 r licab�bcuild�mgcod, .This product is approved as d erem, and has been designed to complyida Building Code, including the High e ocity Hurricane Zone.- DESCRIPTION:Ser es'ISGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOCU :Drawin No.PGT0130,titled"Series 770 Alum. SGD-LM Impact", she 1 through 22 of 22, dated 10/10/14, with revision A a e and sealed by Lynn Miller, P.E. R'-Dade County Product Control Revision stamp with the Notice of Acceptance nu er and expiration y the Miarm- a roduct Control Section. MISSILE IMPACT TING:Large andl Missile mpact Resistant LABELING: Each unit all bear a permlabel with the manufacturer's ame or logo, city, state, model/series, and following sta e : " de Coun Produ 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#14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI•DADE COUNTY Expiration Date: February 17,2020 lQ��a Jl� Approval Date: October 29,2015 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact' sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading 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, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554, dated 11/01/13,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 14-0123.10) 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading 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, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980-R, FTL-6001-R and-FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading 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,and TAS 202-94 Manuel ere ,P.E. Product Contro Ex miner NOA No.15-1013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202&203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5rh Edition (2014),dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'b Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries,Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90° 135°corners -L. I. approved on 02/12/15 and expiring on 02/17/20. Manuel P e ,P.E. Product Control x miner NOA No.1 - 013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group Anchor substrate Frame MIn.Edge Min. INCLUDING POCKETS &900/1350 CORNERS Concrete(mn.2.85ka1) eMd81r�WJaamb Distance Embedment GENERAL NOTES 1 114'Elco Ullracon Ungrouted CMU,(ASTM 090) Jamb only 2-1/2' 1-114' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Groin o,m o a 2)DESIGN PRESSURES: 1/4'Eico Oto S. Concrete(min.3.35 kat) HeadISIIVJamb 1' MI-3/4A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. C.I.FlexUngrouted CMU,(ASTM 090) Jamb only 2-tf2"B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P. Pine Sgj Head/SIB/Jamb 1'3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4'Elco Ultrscon HeePRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TOSTEEL SCREWS,THAT COME INTO CONTACT UO9roatut CMU ASTM 790 Jamb oni tWITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,18.8 or410 P•T.Alu inu .611ine(3.7=0.55) Headfslll(Jamb 9/8'BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. s.s.SMS, Aluminum,eoe3 T5 He. SIIVJamb 3!a•4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 throadsAn) Steel,653AssHead/SIIVJamb 318' 5 INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud,in. 3 G5r.33• HeadfSIU/Jamb 318' 0.0451• Concrete(min.3.275 ksl) HeadIS101Jamb 1-112' 1318' . NARROW JOINT SEALANT. 114'Elco le-B S.S. Ungrouted CMU,(ASTM C30) Jamb only 2' 1-114' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM 090,min.2 kel grout) Jamb only 2' 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.southern Pine SG-0.55 Head1SIIVJamb 1" 1.318' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southam Pine(SG-0.55) HesdfS1IVJamb 9118• 1318' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 012,Steel SMS G5, Aluminum,6063-75• Headl811VJamb 3/e• 0.063' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.1t thmada/ln)I steel,A361 lea VSIIVJamb 3/8• 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. I Steel Stud,A663 Gr.33' Hesd'Sin/Jamb 3/8" 0.0451' TEST REPORTS:FTL5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 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 ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 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. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES 8-8 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.....................15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST.......................20 Glass oescription(Listed from Exterior to interior) EXTRUSIONS....................21,22 3 7116'Laminated:(2)Lites of 3/16'I'S Glas h 90'PVB interisyer approved u coarplyiagMtY tYc G e:2 Utes o "hiS Glees wllh.090'PVB e a er Florida 8 DESIGN PRESSURE RATING IMPACT RATING Dere 04 7/7e'Laminated:(2)Utea 013/16'HS Glace with.090'SG Interiayer NGAd G4A 9116'Laminated:(2)Lites of 1/4'HS Glass with.090"SG Intedayer SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL 111-.1 Dade Produn G5 10 Laminated I.G.:3116'TExtedor Cep+318"Mr Space+7116'Laminated;(2)Liles o13/l6'HS Glass with.090"PVB Intedayer SHEETS 6,7&e MISSILE IMPACT RESISTANCE G5A 1'Laminated I.O.:1/4'T Exterior Cap+6116'Air Space+7/18'Lemineted;(2)Utes of 3/16'H$Glass with.090'PVB Intedayer Or G6 t'Laminated I.G,:3116"T Exterior Ce +318'Atr Space+7116'Laminated;(2)LBes of 3718'HS Glass with.090'SG Intedayer GLAZING NOTES: GGA t'Leminated I.G.:Or T Extodor Cep+6/ie"Air spaw+7116'Leminated;2 LBes of 3116'HS Glass with.090•SG Intsda er "ANN"=ANNEALED G7 7117•Lemtnatea: 2)uteaot3/1e•ANNGIasewlth.o90'sGinteriaer "HS"=HEAT STRENGTHENED � .•'�10ENSF'••�F,p 07A 9118"Leminated:(2)Lites of 1/4'ANN Glass vAlh.090'SG Intedayer 'T'=TEMPERED �- % 08 t'Leminated I.G.:3116"TExtedor Cap+318•AIr space+7/t6'Laminated;(2)Lites of WF ANN Glass vAth.090'SO Interlayer "PVB"_.090"BUTACIT�I' B BY KURARAY AMERICA,INC. = j` i.(o,58705 GSA 1'Lemineted I.O.:114'T Fxledor Cep+5116'Alr Space+7116•Laminated;(2)Utes of31i8'ANN Glass with.090'sG lntedayer =.090"SENTRYGLAS-BY KURARAY AMERICA,INC. - = Of- so lasrlDfs A UPI7ATEDIN7ERLAYERMANUFACTURER, 1070 TECNNOLOGYDRNE GENERAL NOTES AND MAP ;C� ITAr :• �,: N.VENICE•FL 91275 r� 'ice <'•;�toluoP.•''�\ a� (94f}tea rads SERIES 770 ALUM.SGD-LM IMPACT ftiwa.e ee.ie °1"b vr+� a r. �.ILIYNN MILLER.P.E. JJR 10710/f4 orK CERT.OFAUTH.B26299 ® soo-no NTS 1 d 22 POT0130 A P.E.f158705 EXAMPLE CONFIGURATIONS J 1)ALL CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH AX.UNIT LOCATIONS USING DETAIL"JW,"Jc',"Kw'OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WI H pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 A PER TABLE 1-3 CAN BE OXXXp. —t`•T--- — --- j I 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION , 9 I OF ANY 2 STRAIGHT CONFIGURATIONS. Jw I > > MAX.UNIT 4 MAX.UNIT 14 i Z h 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT I HEIGHT 9 to I c N PER TABLES 1-3 j PER TABLES -3 j W X'=OPERABLE PANEL, I 41.w. 'O"=INOPERABLE PANEL, I ,0 "p"=POCKET ]I POCKET I y 11 -DETAILLETTER POCKET , v x 'W'=WOOD OR METAL INSTALLATION 'I-PANEL 1 3 2- 0 NEL "c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGLIfRTIONS 109 SHEET NUMBER NIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH Ac NOM.PANEL WIDTH @886" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 PER TABLES 1-3 3 z 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" —lW-d---- I 19 1 9 J 1 � 1 39 g t 1 I uc'1 Oi MAX.UNIT c 19 19 1 1 I q p MAX.UNIT HEIGHT 3 °z a HEPER PER TABLES 1- s 18 a U—) TABLES 1-3 ' fi$ i POCKET POCKET — 1`14---� 1 L/ , i —1\r---� 3 ANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 2 1 31 3 1 MAX.UNIT WID MAX.UNIT WIDTH c NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1-3 z t t PER TABLES 1-3 I Jc I ♦ppmved&ecomplying xWUr 1 19 19Qv 14 1 Q Dorf d IL > 2 Dorf MAX.UNIT 1 IG 14 I,&y MAX.EHEIGHT a NOTE Mi. Dads Peoduel HEIGHT t t3 1 is to I �w PER / 1g � / 2,THIS PER TABLES 1-3 ��w TABLES 13 1 SHEET. nr.. J _ � y - I aA4/ POCKET I � E7(TERVIOR � 1 c `��0'•�1(:EilSF '!e`i� � 5-PANEL CONFIGURATIONS CORNER,TYP. No.58705 'r (OUTSIDE CORNER SHOWN, 8y, bla Rwibnr INSIDE CORNER SIMILAR) D--4— �n'(•.( TAu � Sn 10/d2015 A O CHANGES THIS SHEET1 �` F/OR,p P,.•' .� N'0 CE FQ942 6°— EXAMPLE CONFIGURATIONS R ma R (941)4e01e00 SERIES 770 ALUM,SGD-LM IMPACT ��Oser: � �., A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUiH.A2918G s SOD-770 NT$ 2 a 22 PGT0130 A P.E.q 58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300.1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH W ° EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 t pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. Gc Jc 1 13 19 a 19 t i 1 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT t 3 9 9 14 i 2 a o OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1 t 1 1 9mig 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" "X"=OPERABLE PANEL, POCKET j "O'=INOPERABLE PANEL, iLIL _l'r___; P"=POCKET 6-PANEL CONFIGURATIONS \gmm'g' 11 j DETAIL LETTER MAX.UNIT WIDTH WOOD OR METAL INSTALLATION ® "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH c SHEET NUMBER PER TABLES 1-3 t 3 t3 t 73 Jw J i DLO WIDTH=NOM.PANEL WIDTH-7" L! to 9 14 I DLO HEIGHT=DOOR UNIT HEIGHT-10.125" MAX.UNIT t tc to t9 9 1 19 t 1 i &o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" HEIGHT 1 13 6L I PER TABLES 1-3 w POCKET 7-PANEL CONFIGURATIONS MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 3 3 1 J Jc I �pporedneomPlyloR wlNl4� 1 1 19 91 1 I Florida d c > Oak 9 19 19 1 j p p No. MAX.UNIT to - I a y I ede Pradud HEIGHT 1 13 19U9t9 9 9 PER TABLES I3 / / / / / / / / Ig�w �1 '•••• r', POCKET i v, . .•'�,�CEDISF•'�F,P i IL- 8-PANEL CONFIGURATIONS J F 71T N0.53705 1 1 3 13 00I o•. ! � tS:�Imo: -U STATE 01 �U, SC la%015 A NO CHANGES THISSHEET 19)O7ECHNOLOGYDRVE EXAMPLE CONFIGURATIONS N.VENICE,FL 34275 Rnid oav Rr,Lbne: 194p4B0., SERIES 770 ALUM.SGD-LM IMPACT '•��,,,,,,,��` swuror. s"m• eune °"'"vN' R^' A.LYNN MILLER,RE:' IX JR 10/10/14 CERT.OFAUTH.02829# RT. SGD-770 NTS 3 -22 PGT0130 A P.E.#58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 &G5A) 7116"NOM. 7/16"NOM. 1"NOM. /16"HS GLASS 3/16"HS GLASS--\ 3/16"HS GLASS .090"PVB .090"PVB .090,§G—\ 3/16"HS GLASS 3/16"HS GLASS 743116"HS GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS ez e2 - 83 EXTERIOR 314"NO EXTERIOR 3/4"NOM. . GLASS GLASS 58 3/4"NOM. BITE `r BITE GLASS BITE EXTERIOR 80UBO 79 54 54 55 7/1 'LAMINATED GLASS TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9116"NOM. 9116"NOM. 1"NOM. 3/16"HS GLASS 1/4"HS GLASS 114'HS GLASS .090"PVB 090"PVB 090"SG 3/16°HS GLASS 1/4"HS GLASS 74 114"HS GLASS 74 5116"AIR SPACE F34B 1/4"T GLASS 82 82 83 3/4"NOM. 3/4"NOM. EXTERIOR GLASS EXTERIOR GLASS 58<JBITE a BITE EXTERIOR 81 81 79 5454 ♦ppmved u aamplyleawhkYfr 55 F A6 I' Co� Ueu NOAN ml a Pndan 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G. GLASS,TYPE G5A 8y, GLAZING NOTES: ;` ,h` �peN�E4?q��,' "ANN"=ANNEALED "HS"=HEAT STRENGTHENED No.53705 'T"=TEMPERED "PVB"=.090"BUTACITE Py/EfBY KURARAY AMERICA,INC. - "SG"=.090"SENTRYGLAnY KURARAY AMERICA,INC. all f. L "o SC 10/072016 A UPDATED INTERLAYER MANUFACTURER 10707ECHNOLODYDRNE GLAZING DETAILS N.VENICE,FL 34275 tier ;�l'a,} •.. ..... a SERIES 770 ALUM.SGD-LM IMPACT 1"UNAL• (011}980-1600 it I I I," "-""" "` ams• A.LYNN MILLER,P.E. CERT.OFAUTH.#20286 SGD-770 NTS 4 d 22 PGTO130 A P.E.#58705 JR 10/10/!4 GLAZING DETAILS (G6, G6A, G7, G7A, G8& G8A) !'NOM. 7116"NOM. 1"NOM. 3/16"HS GLASS 3116"ANN GLASS 3116'ANN GLASS . SG .090"SG- 090" ' 3/16"HS GLASS 090"SG 3118"ANN GLASS 3/8"AIR SPACE 74 3/16AGLMS 3/8"AIR SPACE 74 3116"T GLASS 3116"T GLASS - 83 83 16 EXTER3/4"NOM. 3/4"NOM. 56 GLASS 56 GLASSBITEEXTERIOR BITE EXTERIOR 37978 55 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS .090"SG 114"ANN GLASS .090"SG 3116"HS GLASS .090"SG 3/16"ANN GLASS 5/16"AIR SPACE 74 1/4"ANN GLASS T4 5/16"AIR SPACE 74 1/4"T GLASS 1/4"T GLASS — 82 83 83 314"NOM. 314"NOM. EXTERIOR GLASS 3G NOM. 55 GLASS a BITE 55 GLASS BITE BITE EXTERIOR aEXTERIOR 51 a 79 79 54 +ppmred utomplyingxiH Ill, 55 55 Florida Date CI(•)ALr Mleml v e roduelC 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A �Y IA� r GLAZING NOTES: `\`��ON{ N "ANN"=ANNEALED ,•' vI�ENSF ''•, P "HS"=HEAT STRENGTHENED ; "T"=TEMPERED ' No.58705 "PVB"=.090"BUTACITE P &BY KURARAY AMERICA,INC. - +. "SG"=.090"SENTRYGLAeBYKURARAY AMERICA,INC. (�/I1'•,a �OIS.'U RIMrn: Oeb RlvtMe ovpv i\/ 51"\LOf' SC 10/52015 A UPDATED INTERLAYER MANUFACTURER 19707ECHNOLOOYDRNE NGLAZING DETAILS �i••.FCORIO�.•'�;;: .VENICE,FL 31275 *rte ••I• •' ae: SERIES 770 ALUM.SGD-LM IMPACT 'I'i; >l ..,c (941mao•1600 r>.rn cn m fa NTS $ n 22 POT0130 A P.E.#58705 A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUTN.#29296 ® SOD-770 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantlttes Required,(for all approved Maximum DP for all sizes:+80/ 60 III Helghtto Max.(+)DP configurations on Sheets 2&3) (May be limited by Table 1A) (Water Infltretion Rating) For comer astragal anctlora 90°or 135°comer units,see sheet 11 Sill Riser Height (+)Design Door Unit Height (Flat or Box,sea pressure,PSI Table applies to Glass �„ 84 90" 96' Sheet 17) Types 3,3A,5,5A,7,7A,0 "DLO -7/8"DLO 79-7/8"DLO 86-7/0'DLO Flush-1.117 sea note 3 &BA and the Stile I Astragal Anchor Group Anc or Group Anchor Group Anchor Group Lav-2.117' +46.67 types shown below. 1 2 3 4 1 2 3 1 4 1 2 1 3 4 1 2 3 1 4 Madium.3-1/,V' +60.0 Hes S C4+1 + C4+1 +1 C4+1 +1 CA+1 +1 04+1 +1 04+1 C40 04+1 + C:4+1 I C4+ I High.4" +60.0 24' DLO Jamb a a 8 8 8 8 8 8 8 a 8 8 8 8 6 8 SEE NOTES 1-3 P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+g 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30° 23' Jamb 8 a 8 8 8 8 8 8 6 8 8 8 8 a 8 8 g P-hock 6+T 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 a 36" LO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 B P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH — E35, Head/Bill 01+1 C4+1 Cs4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 Cs4+1 C4+1 42' 0 Jamb 8 B 8 . 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 w oro HeadlSlll C4+2 C4+2 G4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 .C4+2 T of OH RATIO Z1 48' DL0 Jamb 8 8 8 8 8 8 8 8 8 a 8 8 8 8 8 8 O P-hook 6+7 6+7. 6+7 6+7 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"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 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7' 3)4",3-1l4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstl e @ 135'Astragal Lockstlle @ Assembly Straight Astragal Assembly 90*Astragal Assembly 135°Astragal Approved u wrarAy1eg vft lei Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile FloAds Id QC Dale Standard Astragal Outsidetside Co Outside Inside %pp# ��JTr, -�1��J��7 Corner Corner st nd D1 a Pmduet �.I.7 �, 11Y. ICE Insideide Cor Corner Outside �',\\\�ta?,Ge'J C�1/�l�c�'�� Corner fie',•• � Par[#61(Stile) Part P61(Stlle) •'•'%1' Part#60(z2) Par[#60 Part#60 Part#60(Stile) part#60 Part#118(Corner part#119(Out.) parts#31&#32 Part 961 'r Nn.50705 Part H67(Astragal) Receiver) part 0120(In.) (Corn.&Fxd Mount) SC >a?Y2016 O CHANOE9 7N19 SHEET P TED ;' j�/` f070TECHNOL0oy0flNE DPANDANCHORAGE r•..FcoRJOP.•'G� N.VENICE FC 91176 SERIES 770 ALUM.SGD-LM IMPACT 1070 01earsoo =171 7010.1 aRba D 1 '12 PGT0130 A A.LYP.E#58705 P.E. JR 4 CERT.0FAUTH.A29M ® soo-no NTS B TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60 For comer astragal anchorage on 90'or 135°comer units,see sheet 11 (May be limited by Table 2A) Table applies to Glass TypesDoor U Height 4,4A,6,6A,7,7A, 8&SA 80' 84' 90` 96' 102' 108' 114' 120' and the Stile/Astragal types 89.7/8'DLO 73718'DLO 79.7/8'DLO 85.718'DLO 91.718" O 97.718-DLO 103-718'01.0 109-718'DLO shown below. Anchor Group c or Group Anchor Group Anchor roup -Anchor Group Anchor Group Anchor Group Anc r oup 2 3 1 4 1 2 3 1 4 1 2 3 4 1 2 3 1 4 1 2 3 1 4 7 1 2 3 1 4 1 2 3 1 4 1 2 3 4 e SIII C4+1 +1 C4+1 C4+1 +1 C4+1 + 04+1 04+1 +1 +1 04+1 C4+ CAN C4+1 I C4+1 +1 C4+1 C4+ +1 C4+1 + CAN 64+1 CA+ +1 C4+1 040 + G1+1 G1+1 C4+ 24° DLO Jamb B 8 8 8 8 B B a B B 8 8 B B 8 8 10 10 10 10 70 10 10 10 10 10 10 10 10 10 10 10 P-hook 8+7 6+7 6+7 8+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 a+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 8+10 23. HeadlSlll 04N G4+1 CAN C4+1 CAN CAN C4N C4+1 C4+1 C4+1 04+1 04+1 CA+1 C4+1 G+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4N 04+1 CAN CA+1 34Y DLO Jamb 8 8 8 8 B 8 8 B 8 B a 8 B 8 B & to 10 10 10 10 10 to 10 10 10 10 10 10 10 10 10 P-look 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+B 7+8 7+8 7+B 7+8 7+8 8+9 B+9 B+9 8+9 B+9 8+9 8+9 B+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill CAN 04+1 01+1 C4+1 C4+1.04+1 C4+1 C4+1 CAN C4+1 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 36' OLBO Jamb 8 8 8 8 B 8 8 B 8 8 8 a 8 8 B 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 70 P4=k 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8. 7+8 7+8 7+6 7+8 8+9 8+9 6+9 8+9 8+9 8+9 8+9 8+9 9+1019+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadlS10 C4+1 C4+7 04+1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 04+1 C4+1104+1 C4+1 C4+1 04+1 G4+1 C4+1 GIN C4+1 C4+1 C4N C4.1 C4+1 Gini CAN CA+1 CSN C5+1 C4+1104+1 C5+1 C5+1 a 42' ALO Jemb B 8 B 6 8 8 B 8 8 8 8 B 8 8 B B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+e 7+8 8+9 6+9 6+9 8+9 6+9 6+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/S19 01+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 48' DLO Jamb B 8 B 8 8 8 8 8 8 B B 6 B 8 B 8 10 10 10 70 70 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 0+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 0+9 9+10 9+10 9+10 9+10 9+10 9+f0 9+10 9+10 FteadlSIII C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 CA+2 04+2 G4+2 Gi+2 54' DLO Jamb 8 B B 8 8 8 B 8 8 B 8 8 8 8 8 B P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+8 8 7+8 Head�Sill 04+2 C4 2 C4+2 C4+2 04+2 C4+2 C4 2 C4+2 04+2 CA+2 04+2 C4+2 G1+2 C4+2 + C5+2 Not available In these sizes ODLO 53, Jamb B 8 6 8 8 8 8 B 8 8 B B B 8 B B P•hoak 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+87+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 + 7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1W'SILL. = 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER OP IS 60.0 PSF MAX SIII Height to Max.(+)DP OH LENGTH DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.126" 3)4'.3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SIII Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design 0 (Flat or Box,sea ul PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = O OH RATIO z 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = 0 DOOR UNIT HEIGHT-1.866° NOT RATED FOR WATER INFILTRATION. Flush- see note 3 0 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2--1/21/2'1 +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4' +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4° +60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO=-6H HEIGHT 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. interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135'Astragal Lockstile @ Approved 1`a camplybrawUlr ta► Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal F7or1N Id g 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 vale Inside MOAN Standard Astragal OutffD!V 4r side Corner,, Outside M�ml se prosect eho t,�`�I��1—fes'-Jil.r Corner Garner m..� nv. Inside 7(4YNN q1� Corner Outside �;�,.•••••••,�lF Inside corner '.• Corner \ \a�, �tGENSF'•,'Q � Part#61(Stile) Part#61(Stile) Part#61(Stile) Q Part#61(x2) Part#61 Part p61 Part#61 Part#118(Corner Part#119(Out.) Parts#31&#32 Part#61 %{ No.58705 Part#67(Astragal) Part 0120(In.) Receiver) (Corn.&Fxd Mount) _ to 10707ECHNOLoaYPRIVE a1°t°fe -•O�� . hraO -Oi ;•W NO lIE°' SC >W216 A 1`r N.VENICE,FL 34176 � �'�T� •.,FCOR40�'.'•••�t��,,� a.a /e41J�earltoo SERIES 770 ALUM.SGD-LM IMPACT _ A.L 14L�R,P.E. A JR 10/1`014 CERT.OFAURi.619298 ® SOD770 IVIS �7 22 o..+e PGTOf30 A , P.E. 58705 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max,(+)DP For comer astragal anchorage on 90°or 135•tamer units,sea sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Urdl Hel hl Sill Riser Height Table applies to Glass Types 4,4A, 80' 84" 90" 96° 102" 108" (+)Design (Flet Or Box,see pressure,psf 6,GA,7,7A, 8&8A and the S81e/ 89-7/8"DLO /0°DLO 79-718"DLO 85-718"DLO 91.71 DLO 97-71° Sheet 17) Astragal types shown below. Anchor Group Anchor Group Anchor Group Anehor Group Anchor roup Anchor Group Flush-1-112' see note 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-112° +41.61 est n Pressure +/-90.0 1 + s .1-7 s Medium-3-114' 24" 17" Head'SIII 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+t C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+t C4+1 High-4' DLO Jamb 8 B 8 8 0 8 8 8 8 B 8 8 B B 8 8 10 iD 10 10 10 10 10 10 P•hodc 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7+8 7+8 7+B 7+8 7+8 B+9 8+9 0+9 8+9 E+9 8+9 8+9 8+9 SEE NOTES 1-3 Design Pressure +1-90.Opsf +1-82.5 sf +1-75.0 psf 30' 23" HeadlSlll C4+1 C4+1 C4+1 04+1104+11 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 c4+1 C4+t C4+1 DLO Jamb B 8 8 B B 8 B 8 8 8 B 8 8 8 8 B 1D 70 10 10 10 10 10 10 P-hods 6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+11 7+6 7+11 7+8 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 6+9 6+9 0+9 8+9 Design Pressure +/90.Opar +/-82.6 pst +/-75.0 psf 4 29' HeacYSlll C4+1 24+1 04+2 C4+2i C4+1 C4+1 C4+2 04+2 C4+1 C4+t C5+2 C6+2 C4N C4+1 C5+2 C5t2 C4+1 C4+1 06+1 C6+1 04+1 C4+1 C6+1 C5+1 L 36° DLO Jamb 8 B 8 e 8 8 8 8 8 6 8 6 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+0 7+8 7+8 7+0 7+0 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 6+9 8+9 8t9 E Design Pressure +/-90.0 psf +1-82.5 paf +I-76.0 psi OH LENGTH �- 42° 35' Head/Sill C4+2 C4+2 C4+2 C4+2 04+2 C4+2 05+2 C5+2 C5+2 05+2 C5+2LC5+21C5+2 C5+2 05+2 C5+2 M+2 C5+2 05+2 C6+2 C5+2 C6+2 5+2105+2 = DLO Jamb 8 0 8 ' 8 B 0 6 B 8 8 10 8 8 10 B 10 10 10 10 10 10 10 10 (0 P•hook 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 0+9 8+9 8+9 8+9 8+9 8+9 B+9 8+9 a+9 8+9 8+9 1 B+9 1 8+9 0 O Design Pressure +/--90.0 psr See Note A below. +/-82.6 paf +/-76,0 psr = Q OH RATIO 2 1 48" 41" HeacYSlll C4+2 C4+2 C5+2 C5+2 04+2 CS+2 C5+2 C5+2 C6+2 C5+2 C6+2 C5+2 06+2 C5+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 C8+2 O DLO Jamb 6 0 B B 8 8 10 6 8 B 10 8 8 8 10 0 10 10 10 10 10 10 1 10 1 10 P-hook 6+7 7+B 1+8 1 7+8 1 7+8 1 8+9 8+9 6+9 1 6+9 8+9 8+9 B+9 8+9 9+101 9+10 9+10 8+9 9+10 9+10 9+10 1 6+9 9+10 9+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH OH HEIGHT 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114'SILL,POSITIVE WATER = NOM.PANEL WIDTH-7' DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 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 DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 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. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal �pprovea o.wrapiytog°rlLL tb. FloHdn dd'g ae 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-dutyStlle Dau b Heavy-duty Astragal Inside NOAH Outside Corner,, Outside Corner 611 m�Pmd. ff3y q�r E _71!_ ,F_'F–'1+��`r ,IrComer DWT N, YY CorqfM n Outside ��...... ..... Inside Cor Part#61(Stile) Part#151(Stile) Part#119(Out.) Part 461(Stile) 3c i Pio.6:;705 •�r rP,rt#6'1(,2) Part q68(Astragal) Part#120(Part#61 Part#61 Part#61 Part#118(Corner In.) Parts#31&#32 Part#61 _ Receiver) (Corn.&Fxd Mount) eY o.a n..rtr+ o�tee - .�, . STAT-OF •.'�./ sC 10/$2016 A NO CHANGES THIS SHEET 1070TECHNOLOGYDRNE DPANDANCHORAGE %,^�c ••.�'<oRlq�`,•'' N VENICE F131Y7arry •jl�/n,- �,y ,� SERIES 770 ALUM.SGD-LM IMPACT 101 LLE w.»nax ar: o.r: N A A.LYREA 98 05,P.E. JR f0/f0/1a CERT.OFAurH.#2ezee ,..,,o NTS 8 a 22 PGT0f30 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OR JAMB ------- SEE"05"CLUSTER SEE (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX,UNIT WIDTH �DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK THIS POCKETS AND INTERLOCK CLUSTER,SEE 24"MAX.0,C. 60' SHEET SEE POCKET (8)P-HOOK -------- - PANEL WIDTH DETAILS,SHEET 11 x - RE EXTERIOR Q X T 0 U I JAMB MOUNTING x X. x 11 -MAX, x x 6*MAX INSTALLATION, A X x x x &SHEET14 BETWEEN P-HOOK ADAPTER THIS SHEET ANCHORS M x ll_x x IDWAY FMAX. ANCHORS&AT 3" 4 PAIRS OF FROM TOP& 0 x=FRAME ANCHORS co ANCHORS 96" (TOTALS BOTTOM 14* 21*MAX. 4.051' MAX.TO OPENING MAX D.C. UNIT ANCHORS) el 14*MAX.O.C, 0 e=P-HOOK HEIGHT D.C. PER JAMB EDGE OF POCKET SEE INSTALLATION 0 ANCHORS x x (SEE JAMB DETAIL ET 14&PART M 0=P-HOOK BELOW) TAILS'Jc�&'Kc" ;0 MOUNTING DE 10 z END PANEL SHEET DETAILS'J'&'W, 3'MAX. ADAPTER 24"MAX. (2 ANCHORS) SHEET 19FOR 19' "i O.C. P-HOOK L__ 6*MAX. ANCHORS x END PANEL x X ANCHORS END PANEL 'I., F7:1 6•MAX. ANCHORAGE(SEE ANCHORAGE ANCHORAGE , I x X X X' x x I X�! SKETCH BELOW) 2• x.xx x :2. (SEE SKETCH BELOW)L�l .+. _\ 421 ANCHORAGE '12' TCENTERLINE 8'MAX.,TYP7. � ANCHORAGE OF PANEL I ANCHORAGE ANCHORAGE ANCHORAGE 24"MAX. 1EXAMPLE:5-PANEL,2 TRACK,90*OUTSIDE CORNER-pXXrXXO-EXT.MOUNT POCKET ANCHORAGE 2.04" O.C. 160"x 96"NOM,PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) AV -6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: I NON-STRUCTURAL 1)APPROVED ANCHORS:SEE TABLE A,SHEET I ANCHORS MAY BE ADDED 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: AS NEEDED TO ALIGN THE It EXTERIOR HEAD OR SILL IF A SPLICE 60" 0 CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM NOM. < INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER 21" OCCURS AT THE P-HOOK. MAX. PANEL / SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE WIDTH / \-DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM, O.C. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" /-'+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 3.5'- REQUIRED AS PER THE FIGURE AT RIGHT: 6"M LCENTERLINE JAMES&P-HOOKS 6'MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR D.C.(JAMES),14"MAX.ANCHOR F OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB ANCHOR PAIR 4ppmed sm wrAplying vvfth III& REQUIRES "+2"ANCHORAGE SEE"C5" END PANEL m li" _'C6*CLUSTER, CENTERLINE CENTERLINE off /a DETAILS,SHEET OF FOR ASTRAGAL_\ -OF (2ANCHORS) NeAlo 4 g SEE DETAILS,SHEET 10 ANCHORAGE INTERLOCK I ASTRAGAL a" t— Confroll 4051" I 3.5" I MAX OV /I X-/-7-7-7TMI V 7 LYNN t I NJ' CENTERLINE :.+2"ANCHORAGE---*" CENTERLINE '-+2�ANCHORAGE-/ CENTERLINE No.58705 EXTERIOR %>1 OF PANEL 3 OF PANEL 4 �_OFPANEI 5 - SEE RIEFT 11 FOR OTHER INTERMEDIATE ANCHORS SC T-:, BY &.Wl E or- NO CHANGES THIS 10181MIS A 'o T R. 1070 7ECHNOLOGYDRAIE ANCHORAGE SPACING EXAMPLE PLANS N.VENICE,FL 34276 "toRkol, 'v' L.'-' SERIES 770 ALUM.SGD-LM IMPACT JR 10110114 CERT OF AiffH.#2VM6 SGO-770 NTSr9 -22 '_POT0130 A A.L'Y"WA t Lt�'R','!P.E. T0130 P.E,#58705 ASTRAGAL OR 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL 0 PLICE SPLICE LOCATION 2.04' INTERLOCK--i NEEDED INT 6K 1-6 IT USE INTERLOCK IF NEEDED 2.04" CENTERLINE I TERLINE "C6"CL DETAIL) CENTERLINEEll 3.5" 3.5" 211.75" EXT 6'DIAG. t 7„ " 1.75" 7" 4"DIAG. I I I IA"DIAG. MAX. O.C. EXTERIOR 2.04" 2.04" f i . 2.04" 21„ 5.64" MAX. EXTERIOR 3.5" 7" E TERIOR 4"DIAG. 7" XTERIOR 7 3.5" O.C. I7_ n 7„ 6"MAX. v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEADISILL j5_64' (cb ASTRAGAL OR INTERLOCK na ASTRAGAL OR INTERLOCK (m ASTRAGAL OR INTERLOCK -2-TRACK. (USE WHERE 4 CLUSTER USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB . 6"MAX. ANCHORS ARE REQUIRED,"C4") ANC RE REQUIRED." ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR j� I 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-4-21,1'NEEDED INTERLO I CONDITION, USE DETAIL) CENTERLINE NEEDED EXTERIOR ANCHOR PAIR CENTERLINE i CE LINE 2'04" 3.5" 7" 3.5° ANCHORS MAY BE INSTALLED u I 21" EITHER IN THE EXT.OR INT. 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08" OB' O.C. I I 2.04" 5.64" NOTES: EXTERIOR 7„ EXTnERIOR 7° 4"DIAG. XTERIOR 3.5' 3 5° �— 1.ALL DIMENSIONS SHOWN V ARE BASED ON MIN. 3-TRACK FRAME HEAD/SILL V 3- CK FRAME HEADISILL - �/ 3-TRACK FRAME HEADISILL 6"M ALLOWED. (a)ASTRAGAL OR INTERLOCK AS GAL OR INTERLOCK a)ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE W (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK- II IF NEEDED INTERLOCK�I (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY: CENTERLINE CENTERLINE CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION I I C6"CLUSTER DETAIL) IF NEEDED 1.75" —►I 3.5" 3.5" - 3.5- 3.5" ille APP�'ed u amplyln[a11C Rr 2.04" 4"DIAG. 2.04" 4"DIAG. 2.0463.50 Florida el g Dek , 2.04' 5.37"DIAG. NOAII 4.08' [awl ade Pmd. 4"DIAG. I 2. Dy• I fit', `, �Op\V LYNN„ EXTERIOR E%TnERIOR 7" EXTERIOR 7" —� ,1� 15 4-TRACK FRAME HEAD/SILL V' 4-TRACK FRAME HEADISILL lul 4-TRACK FRAME HEAD/SILL F . „ J ASTRAGAL OR INTERLOCK INTERLOCK (7a.ASTRAGAL OR INTERLOCK (ED ASTRAGAL OR INTERLOCK Nu.58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _ ANCHORS ARE REQUIRED,'C4") ANCHORS ARE REQUIRED,"C5") WITH 8 WITHOUT SPLICE CONDITION •-11 ly w.+4 er• ate• rs.wnru: u,,,.te." ::.•r0•'.� 1 u R., sc 101"Ms A OCRANGESTHISSNEET 7070 TECNNOLOOYDRIVE ANCHORAGE,EXAMPLE CLUSTERS %��• .,Fcorlo�.•'�� oti R N VENICE,tZ er aw rsmaaa (eelNe0100 94176 rr ti SERIES 770 ALUM.SGD-LM IMPACT 10NA1, s�++•� �'^► sr".e w.: A.LYNR.P.E. _.r. °i� 6ietl'e4 ea°'' CERT.OFAl17H.N18296 S..m NT$ 10 d 22 PGTO130 A P.E.a 58705 JR 10/10/14 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN L3. ?4'DIAL. 8.94" ARE BASED ON MINIMUM 6.12^ 6W3. 12^ 3.5" 3.5" ALLOWED. INTE7INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR INTERIOR QUANTITY AND SPACING, 90° 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL REXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" ° 3 5" EXTERIOR 3.5" 4" 4" "+1"ANCHOR 2.D4° EXTERIOR 2.04" 2.04" EXTERIOR 4" 2.04" 7" 8.94" EXTERIOR 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I OF PANEL ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") 4:08" "+2°ANCHOR INTERIOR INTERIOR EXTERIOR 4.08• 11+1"ANCHOR 2.04" 4" 7.41" 3.5 INTERIOR 3.5" INTERIOR 135° " I 90° 7" CENTERLINE 3 I EXTERIOR OF PANEL 3.5" 4.D8" ° 4.08" "+3"ANCHOR 5.37"D AG. 5.37"D AG. 7" CENTERLINE 2,04' °3.5" 4" 3.5" 4 OF PANEL 4"DIAG. EXTERIOR EXTERIOR �— 7" 4" INTERIOR L "+2"ANCHOR °3.5" 90°CORNER 135°CORNER EXTERIOR VIEWS y 7„ 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL L�CENTERLINE ('C6"ANCHOR CLUSTER REQUIRED ("CB"ANCHOR CLUSTER REQUIRED I OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) I j 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT JLlNTERIOR6.12° &5.88 2.04"2.04" 3.5"EXTERIOR CENTERLINE INTERIOOFPANEL INTERIOR 3.5„ "+3"ANCHOR 4" 7' 04„ G. +ppmed u complying with Ijr Flo" d g6.12" 4"DIAG. 6.12" 4.08" DR laml ds nid2.04" r 3.5„ 4„ 4"DIAG. 3.53.5" I-4 , ExTERIOR 7 —' EXTERIOR 4" 2.04" CENTERLINE \��.\�(p LYNN 90°CORNER 135°CORNER �OF PANEL ,,� �cENSF •.Fp '� 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL r' ' ("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL ;c sc INTERMEDIATE ANCHOR LAYOUT No.63105 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) = p Kr 0 Rmgay drs Ra,6bu' a�Na+%' ,l1 (,0 TE OFI�.•(LU_ SC 10/82015 A O CHANGES THIS SHEET �• A.,�,�. f070TECHNOLOGYDRNEFffANCHORAGE,EXAMPLE CLUSTERS ';��_., />;U121�h•.• �.�` A N.VENlCEFl94270SERIES 770 ALUM.SGD-LM IMPACTf��`'\ (810TEC NO i, I/ ,�� ann�'n.trc neu°a o.n e.aabet mr' vwc u•."vxa "^ A.L1�tJN MILLER•P.E. JR 10/10714 CERT.OFAUTH.X29290 SOD-770 N73 11 w 22 PGT0130 A 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"' 2-1116 2.1/16"• NOTES: EXTERIOR 1/q�� 1/4" 1/4" 1.ALL DIMENSIONS G] — MAX MAX. MAX. SHOWN ARE BASED o SHIM EXTERIO o IM EXTERIOR SHIM ON MIN,ALLOWED. 2.METAL OR O EMBEDMENT: SUBSTRATES MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X ODD WOOD ANCHOR TYP 2X WOOD WOOD ANCHOR TY ., METAL TYP., SMS ANCHOR TYP., SHEET I. TYP.,SE ANCHOR SEE ANCHOR NOTE T P.,SEE ANCHOR SEE ANCHOR NOTE SEE ANCHOR SEE ANCHOR NOTES NOTE 3, HEET 1 &TABLE A.SHEET OTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 IS 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD `DIAGONAL O.C. WOOD INSTALLAT �WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD W ANCHOR TYP., 2X OD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE A OR NOTES TYP. E ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A, TE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE 1(114"MAX.) SHEET 1] 1 SHEET 1� (1/4"MAX.) - (1/4'MAX.) T} - .... ......,,.:. EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE 1/16"` -1/16"` �2-1/16" TABLE A,SHEET 1 EDGE DISTANCE: GE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE T LE A,SHEET 1 SEE TABLE A,SHEET 1 EMBED NT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dw OD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET I SHEET 1 EDGE DISTANC METAL TYP., EMBEDMEN SEE SEE TABLE A,' TABLE A, EET 1 SHEET 1 SEE ANCHOR 2X ODD EDGE DISTANC 2X WOOD NOTE 4,SHEET 1 SEE TABLE A, TYP.,SEE CHOR T EE ANCHOR +ppmvcdms mplyingwll6m SHEETI 2-1/16" Fludo Id NOTE 3, HEET 1 TE 3,SHEET 1 „ g`� .20 5 SMS ANCHOR TYP.; Nk I 2-1116"' EE ANCHOR NOTES NGAN�idPpW 2-1/1 B°' &TABLE A,SHEET 1 WOOD AN HOR TYP., MIN.OF 3 SEE ANC OR NOTES WOO NCHOR TYP., THREADS Gy &TABL A,SHEET 1 SEE CHOR NOTES BEYOND THE LYNN JJ, O &T EA,SHEET 1 EXTERIOR METAL ;`�OC��.••••••.� EXTERIOR I EXT IO SUBSTRATE •��•''�.\cEI��P'•.,F,P �L 1/"MAX.SHIM —►IIf ,r V "MAX.SHIM -+I I� In 1/4"MAX.SHIM No.58705 _ 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB _ fi WOOD INSTALLATION WOOD INSTALLATIO lw METAL INSTALLATION }1 ^ `a0 IS:\� ea+e ey owo: n.wl.. o..ewv SC 10!&1016 A C (J STA,L-Of JJ, R.,, . D. 10707ECHNOLOGYORNEuu-r� ANCHORAGE DETAILS (,'•.,F(ORIOP,'(;\�' N.VENICE,FL 34276n '•••' R � a R SERIES 770 ALUM.SGD-LM IMPACT UPM �Br �� a�awve obro. ami aihp nr. A.LYIiU MILL�R,P.E. JR 10/10/19 CERT.OFAU7R.il28288 SGD-770 NTS 12 a 22 PGT0130 A P.E.N SB705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,S EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE BLE A,SHEET 1 CO RETE CONCRETE SHOWN ARE BASED A,SHEET 2-1/16"` P TABLE 2-1/16"' PER TABLE 2-1/16"• ON MIN.ALLOWED. SHEET 1 SHEET 1 1/4" •DIAGONAL O.C.IS EXTE IOR tMAX. MIN 4"(HEAD 8 SILL) } 1 -r SHIM OR 6"(JAMB)SEE EMBEDM1. E 1/4„ EXTERIOR 3 1/4 EXTERIOR } O&AILS,SHEETS SEE TABLE MAX. a M SHEET 1 SHIM S IM PROPERLY CURED 1X CONCRETE ANCHO TYP., PROPERLY SECURED 1X CONCRETE CHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK P.,SEE SEE ANCHOR NO S& ODD BUCK TYP.,SEE SEE ANCHO NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NDTE 3, HEET 1 TABLE A,SHE 1 AN OR NOTE 3,SHEET 1 TABLE A,S EET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 -TRACK FRAME H 3-TRACK FRAME HEAD ja 4-TRACK FRAME HEAD Ac C ALLATION CONCRETE INSTALLA N Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE S ANCHOR NOTES& OD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANC R NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE At R SEE ANCHOR NOTE 5,SHEET N E 5, NOTE 5, 1(114'MAX.) S EET 1� SHEET 1� (114" AX.) (1/4"MAX.) ..'.• 1 EXTERIOR T RIC R EXTERIOR ' CONCRETE -1/16'` 2-1/16 �2-1116 PERTABLE GE DISTANCE: CONCRETE EDGE DISTANCE: C CRETE EDGE DISTANCE: A,SHEET 1 SEE TA LE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 P R TABLE SEE TABLE A,SHEET 1 EMBEDM NT:SEE TABLE A,SHEET 1 A,SHEET 1 EM DMENT:SEE TABLE A,SHEET 1 SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL D CONCRETE INSTALLATION CONCRETE INSTALLATIOFc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 y EDGE DISTANCE: EMB ENT:SEE SEE TABLE A, T E A,SHEET 1 �1 SHEET 1 EDGE DIS NCE: PROPERLY SECURED E BEDMENT:SEE 1 SEE TABLE A, IX WOOD BUCK TYP., ABLE A,SHEET 1 —� J SHEET 1 SEE ANCHOR NOTE 3, EDGE DISTANCE: SHEET 1 PRO RLY SECURED SEE TABLE A, RO ERLY SECURED 1X OD BUCK TYP., OD BUCK TYP„ approved armmplylugallll 1106SHEET 1 Florida Id g SEE NCHOR NOTE 3, S E NCHOR NOTE 3, 2-1116"' CONC./CMU ANCHOR Dale SHEET 1 SHEET 1 TYP.,SEE ANCHOR N00 2-1116"• NOTES&TABLE A, itm4.id, doef Erol CONC. MU ANCHOR 2-1/16"` TYP., E ANCHOR aamo CO C. MU ANCHOR SHEET 1 CONCRETE Br NOTE TABLE A, P., EE ANCHOR OR CMU HEET 1 CONCRETE NOTE TABLE A, EXTERIOR PER TABLE LYh;N EXTERIOR OR CMU EE T 1 CONC E A,SHEET 1 0 I� I EXTERIOR nn__ ,••.. V 114"MAX. IM I If PER TA OR U V ( ��CENs�.... Cn A,S Tl 114"MAX.S ►�Imo- P TABLE A,SHEET 1 114"MAX.SHIM ►I F� ' '+ No.56705 2-TRA JAMB E 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB y, CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION _C SC 10/8/l015 Arena OCHAHOES THIS SHEET O••• `r „TAS e�+ney. IV.VENICE,FL 31276 RIVE TANCHOR�4GE DETAILS '•..Fr oravh.•''•��:� RmfW,c (941)480-1600 SERIES 770 ALUM,SGD-LM IMPACT %/,()Nl\l• a.�,.wa a �•' °'""' --ft" ROY A.LYNN Mlkd�P.E. � °'1'' tlio°°° 00�' CER70FAUTH.A2B28B ® 506770 NTS 13 w 22 PGTO130 A P.E.658705 JR 10110/14 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 O o SEE ANCHOR NOTES )" ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 28 ANCHOR NOTES& TABLE A,SHEET 1 FOR TABLE A,SHEET 1 ALL APPROVED SEE TABLE A, (ALSO SEE TYP. `' SUBSTRATES. SHEET 1 28 !:..,i:,•,'': ' 1-1/4"MIN.EDGE DISTANCE ILLUSTRATION,SHEET 9) 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 28SHEET 1 ADAPTER CONCJCMU AND P-HOOK '7 EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., P-HOOK ANCHOR TYP.,SEE SEE ANCHOR NOTES, '''" ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE LE 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) A,SHEET 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE ®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS �^ PARTS#18,#20,#22 OR#24, \.Jcj 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 TABLE A,SHEET 1 CMU PER TABLE NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE TABLE A,SHEET 1 A,SHEET 1 MIN.OF 3 THREADS ANCHOR TYP.,SEE ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES ;:r '., A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A, ",. ILLUSTRATION,SHEET 9) ILLUSTRATION, SHEET 1 2� EMBEDMENT: �SHEET 9) ., SEE TABLE A, 4 SHEET 1 G DISTANCE:SEE 1-1/4"MIN.EDGE DISTANCE TABLE A,SHEET 1 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC.ICMU EXTERIOR SEE ANCHOR NOTES DTn ANCHOR TYP.,SEE f1_ npprovednammplyingwftYl3� &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE V I'�a1d° ntd e (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. N0�x ' ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ML-ml Rads Pmductconfta ILLUSTRATION,SHEET 9) 0y P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS 0. Kw PARTS#19#21 #23 OR#25, Kc PARTS#19.#21,#23 OR#25, \\� O�;( I YfJN 4.��•i, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR :'•.• ,eF�'� (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT 2 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No.50705 R.WW. a4 RFNbnc n' ~'�• •1 SC 1N8/2076 A OCHANGES TMS SHEET to70TECHNOLCXiYDRNEuu-r� ANCHORAGE DETAILS C>�'., ..T,'fE0 �(j� w: '' N.VENCE,FL 34276 n� ' ' �.�ORIDP, R Li./d, -7- /sIt}486i80d SERIES 770 ALUM.SGD-LM IMPACT ,, lyq�,C=�;�� auks+ma.r. A.LYNN MILLER,�.E. JR CERT.OFAUTH.=2W SOD-770 NTS 14 d 22 PGTO130 A P.E.#58705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAILA', DLO TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION WIDTH Q) DETAILS'Aw'&'Ad,� EXTERIOR SHEETS 12&13 90° PANEL PANEL PANEL PANEL CORNER DETAIL'N2', TYPE TYPE SHEET 19&CORNER TYAPE pg AS' TYPE ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX. PANEL / MAX. HEIGHT INTERLOCK DETAIL PANEL ! WIDTH TYP. DLO PER 'M',SHEET 19 HEIGHT HEIGHT TABLES EXTERIOR INTERIOR SEE PER NOTE 2 TABLES 1-3 1-3 MB DETAIL'CIT,SHEET 18;INSTALLATION DETAILS X X X 'Gw'&'Gd,SHEETS 12&13 90° SILL DETAIL'D',SHEET 18;T' INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-)(X/XX 'Dw'&'Dd,SHEETS 12&13 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 PH SMS +PProred as eom6ll1ogr4lb do Florida i Ing 9 Dale Q NO PANEL CORNER FRAME CORNER AN a ..nl adeProda t rrol DETAIL DETAIL Rr NOTES: \O\-%i 1YNN 401 7/ 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. �.t',.•��cENSE .�P 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. =:'I Na.58705 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. - CY.. Rano ar oeu RMtbK owvW.e p '•, ISf TEO'�:•:[/,: SC 10/6/2015 A NO CHANGES THIS SHEET 1070 TECHNOLOGYDRIVE ANCHORAGE DETAILS/EXAMPLEELEVATION �;�?r'••. � a.••'' dd RIr41Otc F` C��10,• �r ` N.VENICE F134276 Tae ��`S • �� RsWa /961},480.1600 SERIES 770 ALUM.SGD-LM IMPACT 'i,,5/i)I•d�.� �° a,rfmc sale an.een>b a.r. A.L1/PIIJ MILP.E. oraaex f1itli"O oar. CERT.OFAUTH.1S9246 ® SGD•770 NTS 15 n 22 PGT0130 A P.E.N 58705 JR 10110114 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 �j� '�-INSTALLATION DETAILS'GW&'Ge,SHEETS 12&13 HEADER DETAIL'A',SHEET 18; MAX. IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAATIO,SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Gd, L2,SHEET 19 'Aw'&'Ac',SHEETS 12&113 'SHEETS 12&13 TYP PK 'GW&'Ge,SHEETS 12&13 SHEETS 12&13 90' �- � EME IOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL R' L' 'D' A' TYPE TYPE TYPE TYPE M',SHEET 19 MAX. A' CS' OS' K' MAX' 90°OUTSIDE CORNER NOM. UNIT UNIT / pETAIL'N1',SHEET 19& ' PANEL HEIGHT SILL DETAIL NOM' / I HEIGHT CORNER ANCHORAGE / WIDTH TYP. PER p',SHEET / PANEL SEE SHEET 11 MAX. PER SEE TABLES 18• MAX./ WIDTH TYP, / NOTE 2, TABLES DLO TABLES 1-3 NOTE 2, 1� INSTALL DLO PER 1-3 INTERIOR HEIGHT SHEET 15 HEIGHT TABLES 1-3 SHEET 15 DETAILS EXTERIOR a a 'D w'&'Do2 a O X X X NOM.PANEL SHEETS 12 &13 , x WIDTH TYP. �. X X X PER TABLES SEE FRAME& MAX.UNIT WIDTH SILL D A L'D',SHEET 18;� MAX.UNIT WIDTH 1 3 PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& 1 L2,SHEET 19] INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13� HEADER DETAIL 1 J� AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET 'B',SHEET 18; ( 1 ,i 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12%SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET 'Hw'&'He,SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'IW Vie.SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 Cw'&'Cc',SHEETS 12&13 I-� MAX.UNIT WIDTH -� _ �- MAX.UNIT WIDTH ` PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE i ,M, 'F' 'F' 'P' R' M. 'F' I MAX. MAX.UNIT NOM. W'o i NOM. UNIT HEIGHT / / PANEL / �n i h I PANEL HEIGHT 4 ��n8in lb" PER WIDTH TYP. I / / WIDTH TYP. / PER p�k .5 �!' TABLES MAX./ /SEE PER / s�s i SEE MAX. PER TABLES NOA 1-3 DLO NOTE 2, TABLES 1-3 a j OTE 2, DLO TABLES 1-3 1-3 a ml 0 9mJugCbc>m1 HEIGHT SHEET 15 h i SHEET 15 HEIGHT qlT• a b LYNN i o x x x � x x x o ;.� �� f 114�''r, EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; l� _ No.5=5 (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS Ew'&'Ec',SHEETS 12&13 Fw'&'Fc',SHEETS 12&13 ;-p a R' •. [c e15 to IL 3C 101&2015 Antiau. O CHANGES THIS SHEET . 'l 9 1070 TECHNOLOGVORIVE EXAMPLE ELEVATIONS F N.VENICE,FL 94276 ra �i %`�'••.!ORID P,.•:��\;`' 9.Y Ro,,,�.,. (941}d90.1600 SERIES 770 ALUM.SGD-LM IMPACT _ %,;S/oIVr�1. o.m � oam a.y.we� — c+se u..tc A.LYN�JIMILL�I2,P.E. JR 10110114 CERT.OFAUTH.529299 ® W.770 NTS 16 1 22 PGT0130 A P.EB 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER FIXED LOCKSTILE ASTRAGAL ASTRAGAL EXTCORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER TYPES OUT IN STILE W!HANDLE BOX OUT BOX IN W/HANDLE W!HANDLE W!HANDLE W/HANDLE W!HANDLE WI HANDLE 90 RECEIVER Wl HANDLE WI HANDLE #„9 — e , 1 #51 1 SINGLE � F PP KOUT TR TQ TC TA -� TV TW INTERLOCK Isoxourl SINGLE INT INLOCK 8 P A C C !C SQ SC SA SV SW tlmmff Ieoxeq FIXED STILE R/{ R moIS IS x"in oxo I FD FC FV FW LOCK3TILE D M J J ASTRAGAL wrHANOLE laoxom Ieoxwl � BOX OUT LR PANEL NOTES: taox�ln 1,SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL BOX IN SIZES&DESIGN PRESSURE. J Wl HANDLE N LEFT INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS E- ASTRAGAL T } ( STILE �1 ExT£aloR STILE AND ARE NOT AVAILABLE, (� BOX OUT � I tJ moxoun lsoxourl 1 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES ASTRAGAL I I PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER BOX IN T (J APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER ISOXIV (wxp0 ASTRAGALS, INT CORNER 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES (i 90 tOCKSTILE _I RT Cl (#61)AND CORNER ADDON(#31). .. W/HANDLE 8120 )' EXT CORNER SILL RISERS OPTIONS 90 LOCKSTILE z QT QS a- Wl HANDLE#118 —+y t-+--.232' EXTERIOR EXTERIOR n- EXT CORNER I 232" I I W RECEIVER CT CS EXTERiO EXT OR ,062' a 082• V 4.055' W!HANDLE #118 /�-x' _ .062' 3,305' fir2.555' INT CORNER#61 7" 90 RENEWER AT AS DF 2• Wl HANDLE EXT CORNER #118 n 90 RECEIVER CF g I.,.SERZFLAT 20 LOWSILL,2-1/2" FLAT 22 MEDLL IUM,3-114" 24 HIGH,SILL RISER, ER.FLAT EXT CORNER tXli 135REC£WER 750• ~j I`--.750" APp,,dmPlYlazTdth t6' WIHANDLE VT VS VF EXTERIOR °H't°R'd8 - _ I INT CORNER #li EXTERIOR Z'760. EXTERIOR .082NAp35 RECEIVER W Tws �/{f F a� 908' .082• 3.305.062' b! mt adt Pmdut5HANDLE 4.05S082' ' p.�, IL `•,��C}N{ LYA�N r9il��,r > 4 tcs EN!. F 19' SILL RISER.SO X1' 21 SILL RISER,BOX 23 SILL RISER,BOX 25 SILL RISER,BOX � P FLUSH,1-112" LOW,2-1/2' MEDIUM,3-1/4" HIGH,4" ` " No.58705 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 SC YQ2Y'015 A NOCHANGES THIS SHEET °"'°»'" �' i J 11J:' o R 107d7ECHNOLOGYDRAE PANEL TYPES :-Gf.• .,n,e CF :�U`. N.VENICE FC 91276 >rr "i �C', '•.FLORtt3A.•'' (811}•180.7600 SERIES 770 ALUM.SGD-LM IMPACT %''S'k?...... nnw�oora awm o.ro: s.w.�ae' s.r A.t*NN'MII.IA-P.E.JR 10110/14 PQTQf$Q p.EJ587052SGD-770 N2 ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6o OR 61 105 LOCK PART 17 14 106 FU JALEN MB LENGTH 14 75 a 107-110 5 G3 60 OR 61 60 OR 61 18 S G1 60 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED q 105 6"LONG W/RETAINER#106 OPERABLE E 80 75&to7-111 113 PANEL CLIP ur MIDSPAN (SHOWN WITH FIXED PANEL TO LOCK PART SEE DETAIL G2 ' THE INTERIOR) -FL EXTERIOR 103 113 758107-110 103 FOR FIXED 5 103 (10 OR 61 v PANEL CLIP EXTERIOR 14 15 5 da 112 16 17 123 FULL LENGTH G2 G4 EXTERIOR #10X.X OFJAMB 2-TRACKJAMB 40 2-TRACK JAMB EXTERIOR �. yEXTERIOR80 OR 61 - EXTERIOR SMS,X 3 CLIP#80 OR#105 51 52 WI SCREEN v �J 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ B0 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH �2 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) so OR et THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR FLEXTERIOR 2 112 1 y 3 4 45 5 113 5 6 113 5 TI 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 59 a a aLIU SHOWN WITH E 2-TRACK W/SCREEN 6 3-TRACK (aFRAME HEAD HE HT PER 4-TRACK MAX.UNIT OPT.SCREEN ® FRAME HEAD FRAME HEAD TRACK TABLES 1-3 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 a 720R73 72 OR 73 Flu�cdAemmldyf Id g �1r111 f(Y 46 11 10- Dace 113 11 9 11 NOAH 48 47 c 8 6flRud DRde P_dncr Confiol EXTERIOR 112 5 113 113 py 5 5 1YNN 2-TRACK W/SCREEN 3-TRACK 4-TRACK �> FRAME SILL FRAME SILL QUFRAME SILL rin.Ln705 'ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. �'• (J`i I S; f1i; Rmdfi�: Oster R1Nabic a'°eb" �r�� •. S1'i�l-CII' (�/� SC 10.SWI5 A O CHANGES THIS SHEET ----—CHNOLOOYORNEr =1VERTICAL SECTIONDETAILS ' 'S� F(ORIO?.•'• �� N.VENICE,FL34275 n� � �onin�- �� R fHllafial5oo SERIES 770 ALUM.SGD-LM IMPACT oce clew a s wwua ede >rrc °Maga 1 A.LYNN A�I(aR,P.E. JR 10/10114 CERT.OFAUTH."296 ® SOD-770 NTS 18 1 22 PGT0130 A P.EJ#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR g1 113 118 7 *�XTERIOR , 20 30 71 113 63 27 103 *10 60 OR 6129 14 85II90° OR y EXTERIOR 111 02 INTERIOR EXTERIOR v EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (� NTERIOR(EXT.OR INT.MOUNT) K EXT.MOUNT ONLY r 90' LOCK PART LOCK PAT; 76 8K 07 710 76&t07-Ito 75 8107- 6 61 5 INTERLOCK 1a 113 80 60 %IE�XTERIOR 61 EXTERIOR 113 tt3 EXTERIOR 87 STANDARD ASTRAGAL 967 4a HEAVY-DUTY ASTRAGAL L1 6NER ER #61 WITH STANDARD L2RD STILES#60 WITH HEAVY-DUTY STILESN1#61 2 TN2 RACK SHOWN 2-TRACK SHOWN 'ITEM STILE)SHOWN, (HEAVY-DUTY OWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 75&107-110 4 INTERIOR 5 Q INTERIOR 135° 6 Appcm•ed a mmplylugxllh tb 7 11 Florida Buld'g P35*14 103 Mleml mie rod61 RIOR32CK PART gi t0311 7 5 ® ER \n;��; 75&107-110 14 r CN S• ' 02 2-TRACK SHOWN `\ Q; 135°OUTSIDE CORNER ,;�•,5705 \V2-TRACK SHOWN _.ij to 'M1 CY SC 10/&2016 A O CHANGES THIS SHEET to7oTECHNocoorDRlvE HORIZONTAL SECTION DETAILS,CORNERS %Oh.�.,tIAlilah5•.•��: N.VENICE,FL 34276 z: %t�,� ••....... .�1 ; (941)4661600 SERIES 770 ALUM.SGD-LM IMPACT S/(� oe� a an: a.+..+wea —1 —v- MILLER;P.E. JR 11U10/14 CERT.GFAUM.#X29B ® SGD-770 NTS 19 d 22 PGTO130 A P.E.t156705 NOTES: Item Dwo POT PGT# Description Item Own.# PGT# Description 1)ALL ALUMINUM=6063-T6 1 17308 617308 2-TRACK HEAD QUANEXRRUSEAL DURASEAL SPACER(COMPOSITE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 56 SEALANT/DESSICANT)or CARDINAL&EDGE SPACER 2)ITEMS#33-39,57-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 81 17328 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 IFRAME SCREW COVER 62 17327 617327 INTERLOCKADAPTOR 8 17317 617317 FRAME HEAD/JAMB ADD-ON 63 1225 BTP248 VINYL BULB WSTP.-THIN(INSIDE NTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD MIN. SMS MASONRY 8 17301 017301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER ANCHOO RS @ 244""MAAX.X.O.C. 9 17307 617307 3-TRACT(SILL 67 17329 617329 ASTRAGAL 10 17310 617310 4-TRACK SILL 6B 17339 817339 HEAVY DUTY ASTRAGAL 11 17313 817313 FRAME SILL TRACK INSERT 69 17324 617324 TOP 8 BOTTOM RAIL 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17316 817316 FRAME SILL SCREEN END ADDOO (SEE NOTE 3) 71 -1895 71695 1-1/2"X1'X3/4'HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 15 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY. 16 17308 617308 3-TRACK JAMB 74 SILICONE DOW-699,DOW-995 OR GE-7700 17 17311 617311 4-TRACK JAMB 75 8185 1 78165X GEMINI MORTICE 3-PLY DUAL LOCK W/LONO TRIM PLATE 16 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 76 71032XIFPFX #1032 Xt'FL.SS SCREW W/TYPE'F"TIP 19 17319 617319 SILL RISER-BOK FLUSH,1412' 77 7103239 1032 STEEL ZINC U44UT 20 17321 817321 SILL RISER-FLAT,LOW,2-1/2' 79 17357 1 617357 t-IG BEAD 21 17318 617318 SILL RISER-BOK LOW,2-1/2' Bo 17359 617359 7/16"BEAD/FDED PANEL CLP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' B1 17380 617360 9/18'BEAD 23 17354 617354 SILL RISER-BOX,MEDNM,3-1/4' 62 1224 0TP247K VINYL BULB WEATHERSTRIP 24 17323 617323 SILL RISER-FLAT,HIGH,4- 83 81745 1745 LOWE NC,1/2-X 1/16'SOL.SIDE ADH.TAPE-,POLYETH. 25 17320 617320 SILL RISER-BOK HIGH,4- 100 8052 48052 ROLLER ADJ.HOLE PLUG 28 17333 617333 POCKETP4100K 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71696 DUST PLUG 28 17334 817334 POCKET P-HOOK MOUNT 103 8188 78188X 1'KEEPER 29 17335 617335 P-HDOK COVER 104 653 1 7SDKEEP SCREEN LOCK KEEPER 30 17348 617348 POCKET P-HOOK FOR BOXRISER 105 17344 817344 FDED PANEL CLIP-8'LONG 31 17370 1 617370 1135CORNER 108 1 17352 817352 FRED PANEL RETAINER-9f 16' 32 17376 1 017378 1135 FRED MOUNT 107 1 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN ITEMS 4063 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 70162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREENLOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710)04PPSDAX#10 X3/4"PH.PN.TEK-S.S. 43 6152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67518 JWSTP,.270 X.170-FIN SEAL 44 4428 84428 SCREEN DOUBLE INTERLOCK 113 1712 64066 .187'X.230'FNSEAL 45 4317 612256 SCREEN TOP RAIL 114 71OX115PPX #10 X 1-1M' 48 4318 812257 SCREEN BOTTOM RAIL 115 710KPPT #10 X 1' 47 BBB 7SRAZ ISTANDARDROLLER 118 726ft 04.20X1'8.8. approvedas .ppfIyyI.g x11Y UM 48 66B 7SRAX STANDARD ROLLER-ST.STL 117 720XI 12X #14-20X1-1/2'S.S. FTorIJa Uulding Dela 49 4344 64344 SCREEN ASTRAGAL 11B 17336 617336 90 DEGREE CORNER RECEIVER NOAN 50 17349 617349 0X0 SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL sU ml Dade Praluc C 51 1692 61692 SCREEN SPLINE-.165' 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL py, 52 1894 61694 SCREEN SPLINE-.150' 123 17352 617352 FD(ED PANEL RETAINER,7/8' WL'.NPI / kw 53 61818020 SCREEN CLOTH �,ONi••, •••')1/�( ;� ,. �L, '•.F� '� 54 1725 112'X4'X1110'SET.BLOCK,NEOPRENE 85+F5 >=NSF W 55 1728 1"X4-X 1/16"SET.BLOCK,NEOPRENE 85-1-5F, 68,105 , NOTES: /, = 1)ALL ALUMINUM=6063-T6 2)ITEMS#33-39,57-59,66,78,84-99,121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. :?'..µ(0 0 4,j R.ww. oNe: a..amc Sc 1N9/1016 A DEDXL EDGE SPACER TO PARTM58 n LOR11)I:••' f070TECNNOLooYDRNEyff. PARTS LIST Ca M z11cxHFL94276nr< /,/��ls`�/Of�F:1•• (041)460.16W SERIES 770 ALUM.SGD-LM IMPACT ''�l l'fill l 11, JJ 10/8115 A u.ramt aar n..a °'NCM R" A.LYNN MILLER,P.E. s�' Z�sy0sb' CERT.OFAUTH.829299 SOD-no NTS 20 d 22 PGTO130 A P.E.#58705 JR 1aIW14 1.36" 5.069" 8.562" � --►( 1.36" 0.080" - � 1.872" 1.505" 1.211" 1 0.081" 1.019" J 0.062" 0.081" O2-TRACK HEAD to 4-TRACK SILL 0.081" -► SCREEN (6063-T6 AL) (6063-T6 AL) 40 STILE 6,198" 1 (6063-T6 AL) 6.198" 6.525.069" 0. � 0.080" -�{ I+ 1.045" ,I 211,E 1.505" �I I 1 1.9930.062" J 0.081"T O2-TRACK HEAD W/SCREEN TRACK 9O3-TRACK SILL (6063-T6 AL) 14 2•TRACK JAMB 45 SCREEN (6063-T6 AL) TOP RAIL 11 (6063-T6 AL) (6083-T6 AL) 2-TRACK JAMB W! 7.105" 6 221• t5 SCREEN TRACK 0.080" .505" (6063-T6 AL) 1.36" (+- 10.875' 1.211" rT 1.36" 1.993" L 0.062" 0.081" O3-TRACK HEAD (D2-TRACK SILL Wt SCREEN TRACK 0.081" (6063-T6 AL) (8063-T6 AL) SCREEN 45 BOTTOM RAIL (6063-T6 AL) 9.142" 4.49" 0.081" �I 0.080" - 1" 1.505" 7.105" 71 9.141" 0.081" Oq 4-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) ( 0.060" 'LPPm�•ad n 4umplyl¢c w116 1.514" L_I Florida boldins Code 0.062" nBA#I�� Y 0.532" 0.760" MI, Dad.Pr duct dtmI 1.260" y 0.080° 1.616" 1.990" Ov L- l.l'iJr'•1 OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN t3 FRAME SILL SCREEN j 1�,......, O ADD-ON t2 ADD-ON END ADD-ON 18 3-TRACK JAMB (8083-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) 1]- _ �'.' -. REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _ Nu.68705 _^ OR 3/16"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS, @ (6063-T6 AL) C( jI ANCHORS 24"MAX.O.C. ANCHORS 24"MAX.O.C. 1 D 0 Ul SC 10/'2076 NO CHANGES THIS SHEETf0707ECHNOLOGYDRNE EXTRUSIONS ';�:;.''•Fcofny.t N • ��`' ovn: VENICE,Fl.34276 ns SERIES770 ALUM.SGD-LM IMPACT !1�IVF��•• , (94f}46afs69 r n I,�� a.nrue4.ta..`arav a.. A.LYNN MILLER P.E. °'"' CERT.OFA1nH.#29296 a SGD•770 NTS 21.x22 PGTO130 A REX 58705 JR 10/10/!4 0.718" 0.83" 3.802" 11 3.802" 2.304" 0.752 0.752" L� " LI �- 0.885" �j 0.574" 0.796' 1.163' 0.062" 0,080" T 0.062" 0.264" 0.075" 0.233"Pft 0 062" . OFR ME COVER 11 ML-L-TRA28 P-HOOK 25 ADAPTOR MOUNTING 2g COV RK 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" .155" 4 _ t--A 0" 1.488" 1.739" -� 0.080 0.062" 1.600 0.133" 1.600 FT 1.303" .080" 1.870" I 8" 016" F - 3,125". 3.125" 0.062" 135°CORNER 32 135°FIXED MOUNT 68 STANDARD STILE HEAVY DUTY STILE 85 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTERLOCK INTERLOCK 31 81 szINTER SCREW COVER (6063 T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" 0.075" 0.062" 1.04' 1,060" 1.050" 1.050" 0.075" 1.645" 11JJ 1.645" fn L---- I 289° .611" 485" Imo- 3.25' �I� 045" 045' �r 045" 0.125"" 0.281" 87 STANDARD ASTRAGAL 88 HEAVY DUTY ASTRAGAL e9 TOP/BOTTOM RAIL 79 GLAZING 80 7/16"GLAZING 81 9/16"GLAZING O O O o BEAD I.G. OBEAD,FIXED OBEAD (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" 4" � 5.621" � 0.757" 0.0801 0.050° +Ppmv-d mmpiyiig v4th tb. OFIXED 0.133' FtidaButdie e201 105- 0.709" 2.893" 0.133" 1.498" g PANEL CLIP 1 498„ RpA ,'��1'1 'L (6063-T6 AL) 0.060" atLnt Bede Product Cbehol .550" 0.663 qy 4° till FIXED PANEL 5.621' 0.709" 123 t2o 90°INSIDE CORNER ASTRAGAL SONY LYNN 41/z��,� RETAINER,7/8" 2.826" �� 0.080" -4--q (6063-T6 AL) 1 t9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �tcP_ •.• (6063-T6 AL) FIXED PANEL 118 90°CORNER RECEIVER No.5<705 t06 RETAINER.9/16" (6083-T6 AL) _ (6063-T6 AL) - C1 t�tsT'r.,i, 4SC1aWO15 A 0 CHANGES THIS SHEET RnWW. '• ! �C/ i070 TECHNOLOOYDRNE EXTRUSIONS i,'�i:'• .••' `�'� m: w0 "" AVENICE.FL 31276 ills �,`ls. l'(J�'� ,,,�p 1600 SERIES 770 ALUM.SGD-LM IMPACT ;!r�A�!.1.1 t>n.n e�' w(.• a,"rx.a au: e.t,.w� s°rc m..c ta..tuna R." A.Llrt�tdMdlt`�,P.E. JR 10/10/14 CERT.OFAUTH.(128286 N SOD-770 NT3 22 d 22 PGTO130 A P.E.#58705