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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 ak *r t rf BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff ? BCIS Site Map Links ; Search j bF10" �a K 013roduct Approval ��P�„'f ". USER:Public User Product Approval Menu>Product or Application Search>A lication " ppft[attOR'9 NOVq i1 0/� 1 Y L 3 L_o 16 � a�a FL u FL251-R2e PERMITTING xfi Application Type Code Version 2014 St. Lucie County,FL Application Status *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 Address/Phone/Email 1070 Technology Drive 0 275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category =orListing Subcategory emblies Compliance Method ng 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/P _app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 11/21/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL.2$1 RZ8 CC QAC 16-0629_03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.03.pdf product performance information,anchorage details,and anchor type, 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 R28 C CAC 16-0629.04.pdf 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 11 16-0629.04.1)df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 228 C CAC 16-0629.05.ydf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.05.1)df product performance information,anchora e d anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 jSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for a in HVHZ:Yes FL251 228 C CAC 16-0629.06.Ddf Approved for us side HVHZ: uaI ssurance o t Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation-Iii ructions Other:Please see Miami-Dade County Notice of Acceptance(N )for FL251 R28 11 16-0629.06.pdf product performance information,anchorage details,and anchor ype, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third P valuation Re o Create y ndependent Third Party: 251.5 JiSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 Ii 16-0629.07.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 ISGO-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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.08.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: 251.7 SGD-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.pdF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16.-0629.10.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^R nd` Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0609.10 DR.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsEt2PTand5b... 11/21/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0612.06 LM.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251. R28 C CAC 15-0612.07 SM.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 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: i 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes fL251. R76_C AHC 15-121.0_01zdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL_251 32F IT 15-1210.02.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: 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes F1.251. R28 C CAC 15-1210.01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 15-1210.01.0df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cooyrieht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: _ 99 R •ate.. Credit Cara safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx.param=wGEVXQwtDgsEt2PTand5b... 11/21/2016 MIAMI-DADS 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.Qov/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 requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with th da Building Code,including the ci urricane on.E DESCRIPTION: es"SGD-770"Aluminum Sliding Glass Door w/90*& 135'corners—L.M.I. APPROVAL DOCUMENT: Drawing o. ,titledeves 770 Alum. SGD-LM Impact', sheets 1 through 22 of 22, dated 10/10/14,with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and-ex ' a e y e.' Product Control Section. MISSILE IMPACT TING:Large and Small Missile Impact Resistant LABELING: Each u ' r s name or logo, city, state, model/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#15-1013.15 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 Jorge M.Plasencia,P.E. Elm NOA.No. - MIAMI DADE COUN T7 Expiration Date: February I7,2020 16 Page l PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 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 B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1, Reference 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/PS, 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 Idahnis Ortega,P.E. 2. 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) 3. 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) Jorge n Plasencia,P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-1 z ' I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. 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 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) 5. 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-511 Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0.128.11) 2. Glazing complies with ASTM E1300-09 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. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.16-0629.06 1 Expiration Date: February 17 200 p rY Approval Date: August 04,2016 E-2 3 1 i t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5th Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15,issued to PGT Industries,Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90°&135° comers- L.M.I. approved on 10/29/15 and expiring on 02/17/20. Jorge M.Plasencia,P.E. ;rodut Control Unit Supervisor i NOA No.16-0629.06 I Expiration Date: February 17,2020 Approval Date: August 04,2016 E-3 TABLE A: SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Frame MIrL Edge Min bed INCLUDING POCKETS &900/135° CORNERS Member Dist ance Err 1-3/9' t Concrete(min.285 kei) ead/5111/Jamb13/6" GENERAL NOTES 1 'Eton Ultracon U b only 1-1/4' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. utetl CMU ASTM G90,min.l)ksi g oul) l/J2)DESIGN PRESSURES: 1!4"E 410 S.S. Concte(min.3.35 kal) H Jsimbionly1-174' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 teFlex Ung Sou m Pi(ASTM 090) Jamb only 1-114'B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. P.7.Soutlffim Plne(sG=0.55) HeaNslll/Jamb1.395' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1!4"Elco Uluacon Concrete min.2.65 ksi Head/Sill 1318• PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ung outed CMU ASTM 090) m l/ 14' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,183 cr410 P•T.soutnem Pine(3-T.5* 5) Head/Sel/Jamb 31 x' 1.318' S.S.SMS, Aluminum,6063.75' Head/581/Jamb 3/8° 0.063' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. Steel,A36 Head/sRllJamb 318' 0.050° 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 ttusade8n) Steel stud,A653 Gr.33' Head/Slll/Jamb 3/8' 0.0451" 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) Head/Sill/Jamb 1.1/2^ 1319' NARROW JOINT SEALANT. 114•Elco 111.8 S.S. Ungrouted CMU,(ASTM 090) Jamb only 2' 1-1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Galor Grouted CMU(ASTM t:sD,min.2 ksi grout) .lamb oMy 2" 2" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Plne SG=D.55y Head/l IMJamh 1" 1378' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine($G=0.55) Head S;.J.mh 87161 1318^ CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 12,Steel SMS G5, Aluminum,6063-T5' Head7SHI/Jamb 3/8- 0.063- 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 thmadsAn) Steel,A36° Head/SIR/Jamh 3/8° 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. steel Stud.A653 Gr.33' Head/SIIVJemb 318' D.0451' TEST REPORTS:FTL-5980,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-NOOK 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. GENERAL NOTES.............1 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4,5 INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE.....................6-14 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18.19 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,3011 FELT PAPER OR MASTIC IS EXTRUSIONS....................21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED TABLE B EETS 4&5 as comply ng with the Florida -IfSEE TABLES 1,2&30N RATED FOR LARGE&SMALL - Building e lass Oeserrp0on( o interior) SHEETS 6.7&8 MISSILE IMPACT RESISTANCE NOA-No. 16-0629.06 Type G3Laminated:(2)Utes of 3116"HS Glass with.090"PVD Intedayer STANDARDS USED: EXplrnUon Date 02/17/2020 G3A 9/16"Laminated:(2)Utes of 114'FiS Glass with.090°PVD Intedayer •2014 FLORIDA BUILDING CODE(FBC),STH EDITION By j G4 7116'Laminated:(2)Was of 3116'HS Glass with.1190-SG Intedayer -ASTM E130G-09 Miami- Product Control GIA 9/16°Laminated:(2)Utes of 114-HS Glass with.090"SG Intedayer -ALUMI•ANSI/NUM NDS-2012 FOR WOOD CONSTRUCTION G5 1'Laminated I.G.:3116"TExted78"or Cap+3Air Space+7116"Laminated;(2)Utes of 3716"Hs Glens with.09V PVB Intedayer -AIS S100 07//S2-ONOMANUAL,ADM-2010 GSA 1'Laminated I.G.:114"T Exterior Cap+5116"Air Space+7116°Laminated;(2)Lies of 3116•HS Glass Mth.090*PVB Intedayer j GB 1'Laminated I.G.:3716"TExtedor Oap+316"Air Space+7116"Laminated;(2)Liles 03116"HS Glass wlt1r.090'5'kdedeyer GLAZING NOTES: `�t G6A 1"Laminated I.G.:114°TExtedor Cap+511VAIT Space+7116°Laminated; Lies of 3116"Hs Glass with.090'SG Inted er "ANN"=ANNEALED ti`�•U 1`(LY IdrJ 4//�7��!• G7 7/16'Laminated:(2 Utes of 3110"ANN Glass with.090'SG Inteda er "`� �CENSE''•,FAQ G7A 9116•Laminated: Utas of 114'ANN Glass with.090°SG Inteda er "HS"=HEAT STRENGTHENED Q� I RI y "T'=TEMPERED ;' G8 1"Laminated I.G.:3116"TExtedor Cap+3/8"Air S ce+7/16"Laminated;(2)Lies of 3116"ANN Glass with.090"SG Intedayer "PVB"=,D90"BUTACITE®PVB BY KURARAY AMERICA,INC. No,56705 G8A 1"Laminated I.G.:114"T Extedor Cep+5116"Air space+7/16"Laminated;(2)Utea of 3116"ANN Glass with.090"SG Intedayer 'SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. _ = -By.. artit w.neT °"^°'r JR 01=016 B DED SPACERS TO SHEET 15, f070TECHNOLCGYDRIVE GENERAL NOTES AND MAP ',O;••.. SATE Dr 4r� 11 SERIES 770 ALUM W. a NVENiL'E,FL 34276 rear �( ••,,LORlO?;.•'.j`� I .SGD-LM IMPACT e ..r (941}480 1800 i1 IOn' s.a.u,m�c amc ,.r n..rom /(.4lSTJNL'�' dnn aY•mb: ° 0i� CER7:OFAUr1i x18290 Ry. soo-no NTS ,<1 d 22 PGTO130 B P.C. 58705 JR 10H(U14 EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANELXXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTHNOM L WIDTH pXXXXp,pXXXX OR XXXXp.O)=IN POCKET CONFIGURATION PER TABLES 1-3 1 IA—WV—Ac% TABLES 1-3 1 13 CAN BE OXXXp. lir i i )g0°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION j F ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc I i Gc Jw J Io:�^ ISO MAX.UNIT 13 t t4 j a a MAX.UNIT t3 / / 1 i i i o 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / 1a t I HEIGHT t 14 14 I F adIt PERTABLES 1-3 i r PER TABLES 13 i =OPERABLE PANEL, a 8�w =INOPERABLE PANEL, POCKET I PocKer P"=POCKET w i DETAIL LETTER _1�r___� —1.f-- " WOOD OR METAL INSTALLATION 1-PANEL 1 t3 2-PANEL Sea ® "c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS , 13 SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH 1 13 1� 1 c NOM.PANEL WIDTH ,w 3 ,`" ,` 12 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 PER TABLES 1-3 --L�r--i —sir--- i 1 Jw Jc I t 1 1s is is 1 s s 1, 1a MAX.UNIT 1 c sMAX.UNIT 3 1a 1 1 ay HEIGHT Iw IGHEIGHT s 1s i w PER13 1 1s F w PER TABLES 1-3 i v TABLES 1-3 o J� laa` la¢ POCKET j m I POCKET I 1L I 3-PANEL CONFIGURATIONSc P 4-PANEL CONFIGURATIONS 1 13 1 3 1 a 1 3 1 13 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ac w Bc Cc NOM.PANEL WIDTH PRODUCTp 'REVISED 72 73 1 13 1 13 PER TABLES 1-3 Build 9iCodewIth the Florida PER TABLES 1-3 _s�J---- 13 Now-No- 96.0629.06 w Jc I 1 13 Expiration Dale 02/17/2020 Gc 19 , 1 19 14 14 i 13 > By 12 1 c 19 19 1 1 14 j o a a MH.GUFN�IT / 19 / SEE Mia - Product LonVol O NOTE HEIGHTT 1 13 19 1 19 19 i'a11 PER /� m / SHEET PER TABLES 1-3 i k TABLES 1-3 [CoT3�J sHEEr' o !� POG(ET 1 "' EXTERIOR a 5-PANEL CONFIGURATIONS ,3 ,2 ,° CORNER,TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) "?, 11. Peatl By. aa6ifleWtaa � •• �''+�-. RroralEcLGGvo:rvE EXAMPLE CONFIGURATIONS `«; ';"r''•C''. N.VENICE rrNOfiSDS ._,.•(!-::,.t�:...*:y . R",a SERIES 770 ALUM.SGD-LM IMPACT (941}49416W n.weee sma e-,.r a..avxn wr. A.LYNN MILLER,PE. SJR 10/10/14 0.� CERf.OFAUNi.#2M6SGD"770 NTS 2 ✓22 POT0130 B P.Ex 5E7 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 ` 1 3 1w Cc EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 1 _ pX)00(p,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION- \i -- i CAN BE OXXXp. w Jc I 013 1is is is 9 a 14 i 2)90'&135°CORNER CONFIGURATIONS CAN BE A COMBINATION s 1s s 1a 1c j p o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNITaHEIGHT, 1s 7 is s / ti� I w�� 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96'OR120" / / / / / iUg '0"= =OPERABLE PANEL, 0" POCKET I a "O"=INOPERABLE PANEL, -K __- "p"=POCKET 6-PANEL CONFIGURATIONS t 3t 3 1 3 DETAIL LETTER "w"=WOOD OR METAL INSTALLATION MAX UNIT WIDTH `�Y'=CONCRETE INSTALLATION NOM.PANEL WIDTH Aw Ac w ccc T--SHEET NUMBER 1 13 1 13 12 13 PER TABLES 1-3 -sir--- G Jw Jc DLO WIDTH=NOM.PANEL WIDTH-7" 13 is 1 1 t9 t,9 t DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 19 79 to 7s 19 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' MAX.UNIT 1 c /HEIGHT 1 13 79 11 19 / j t W PER TABLES 1-3 !� POCKET �a 7-PANEL CONFIGURATIONS 1 13 12 1 13 MAX.UNIT WIDTH NOM.PANEL WIDTH iw 1c 13 1 13 PRODUCT yg REVISED orida PER TABLES 1-3 Building Code -T�,r--- NOA-No. 16-0629.06 61) i GcJw I Expiration Date 02/17/2020 13 1 19 19 19 19 ".2/ 19 1 1 Jc I BY 0 19 19 19 19 19 79 14 1 Iva 1 13 Miami D roduct Control MAX.UNIT c / I a y HEIGHT 1 13 1 1 79 19 19 19 / j��w PER TABLES 1-3 JL� PCICKET LLJILLJ 8-PANEL CONFIGURATIONS 13 1 13 1 3 61.57(6 Rry Or. Dain• waKDK Dp1°b� - 1070TECHNMOGYDIZIVE EXAMPLE CONFIGURATIONS °-;I N.VENICE FL 34276 ar' •. R�rDx �,„� SERIES 770 ALUM.SGD-LM IMPACT (941}480-1600 — — o„�R" R.,- A.LYNN MILLER P.E. O"W.Dm D1 c6Nr.DPa rrH.rz9ms ® sco-np NTS 3 d 22 PGTO130 B P.E*58705 JR 10/!0/14 GLAZING DETAIL 3A, G4, G4A, G5&G5A 7/16"NOM. 7/15"NOM. 1"NOM. 3MV HS GLASS 3116"HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"S 3116"HS GLASS 3/16"HS GLASS 74 3/16"HS GLASS 74 3/6"AIR SPACE 74 3/16°T GLASS 82 82 e3 3/4"NOM. ERIOR 3/4"NOM. EXTERIOR GLASS 3/4"NOM. - GLASS ,24_,27 GLASS BITE• BITE _ - BITE EXTERIOR 80 BO 79 54 54 55 7/16"LAMINATED GLA TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9116"NOM. 9/16"NOM. 1"NOM. 3116"HS GLASS 114"HS GLASS 1/4"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 1%SG�A GLASS--\ 74 1/4"HS GLASS 74 5116"AIR SPACE 74 1/4"T GLASS 82 116 83 3/4"NOM. 3/411 NOM. 3/4"NOM. EXTERIEXTERIOR GLASS GLASS 124.127 GLASS Gj BITE BRE BITE PRODUCT REVISED EXTERIOR as complying with the Florida Building Code 81 won-No. 16-0629.06 79 54 54 55 Expiration Date 02/17/2020 By Mlam a Product Contra 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A GLAZING NOTES: t:•- �•:• ' ' "ANN"=ANNEALED HS"=HEAT STRENGTHENED "T"=TEMPERED - "PVB"=.090"BUTACITE PVI3BY KURARAY AMERICA,INC. 3 p Pe / "SG"=.090"SENTRYGLAAY KURARAY AMERICA,INC. //r/�r�� d � Sy Oom: lb.i,bn": oevrrbc S!.. `-�` si,�• JR O:dD52016 B ADDED SPACERS 10707ECHNOLDGYDRNf GLAZING DETAILS _ =; `-'`>''••>�' nF u"ro: R"NHw N.VENICE FL"V5 mu "t':, .. .-��•�. I SERIES 770 ALUM.SGD-LM IMPACT I9e,}+6o-16a9 l ; er a,ra cn.mae o11ro: 'D A.LYNNMILLER P.E. JR 10/10/14 CERT.OFAUTH.429196 SGO-T70 N 22 PGTO130 B a P.E.q 58705 I GLAZING DETAILS (G6 G6A, G7, G7A, G8&G8A) 1"NOM. 7116"NOM. 1'NOM. 3116"HS GLASS 3116"ANN GLASS--\ 3116'ANN GLASS .090"SG .090"SG 3116"HS GLASS .090'SG 3116"ANN GLASS - 3/16" SPACE 7a 3/16'ANN GLASS 74 3/8"AIR SPACE 74 3116"T GLASS 3/16"T GLASS 82 83 83 EXTERIOR 3/4"NOM. 3/4'NOM. 124127 3/4"NOM. GLASS 124-127 GLASS BITE GLASS BITE BITE EXTERIOR EXTERIOR I 80 I 79 79 � 55 55 1"LAMINATED I.G.GLASS,TYPE G6 7116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 --1"NOM. 9116"NOM. 1'NOM. 3/16'HS GLASS 3/16"ANN GLASS .090"SG 114"ANN GLASS .090"SG 3/16"HS GLASS .090"SG 3/16"ANN GLASS 5/16"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE 74 114"T GLASS 114'T GLASS — az 83 83 314"NOW 314"NOM. EXTERIOR GLASS 314"NOM. 124-127 GLASS (L7 124-127 GLASS BITE v BITE BITE PRODUCT REVISED EXT R as complying with the Florida EXTERIOR Building Code 81 � NOA-No. 16.0629.06 79 54 79 Expiration Date 02117/2020 55 55 By Mlam- e Product control 1"LAMINATED I.G.GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE GSA GLAZING NOTES: "ANN"=ANNEALED eai" "HS"=HEAT STRENGTHENED "T"=TEMPERED _ .•:.5n7G5 "PVB"=.090"BUTACITE PA%Y KURARAY AMERICA,INC. 'SG"=.090"SENTRYGLAS%Y KURARAY AMERICA.INC. /��/b .:7,'t_:. •,!<;,%'•� JR 05OW016 8 DED SPACERS, f070TECNNOLOGYDRNETff, GLAZING DETAILS � '•h......'�'=`•;;,<�;:� comer. oms ,tans ::.:, N.VEMCF,FL 34275tea: 4er a=� /s4o-rea•rsoo SERIES 770 ALUM.SGD-LM IMPACT e.watse v+.e orale". A.LYM MILLER P.E. o1°"�Br ort: �v °v°' CERT:OFADTR.N292S6 SGD•770 IVIS 5 ^'22 P19TO130 B P.E.058705 JR 10/10/14 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Sill Height to Max.(+)DP configurations on Sheets 2 8 3) Maximum DP for all sizes:+60/•60 (Water Infiltration Rating) (May be limited try Table 1A S11 RserHe ht For comer astragal anchorage on 90"or 135"comer units,see sheet 11 ----- g (+)Design Door Unit Height (Flat or Box,see pressure,psin Table applies to Glass 80„ 84„ gp• Sheet 17) Types 3,3A,5,5A,7,7A,B 69-7/8"DLO 73-7 8"DLO 79-7/9'DLO 85-7/8"DLO Flush-1-1/2" see note 3 &BA and the Stile I Astragal Anchor Group Anchor Group Anchor Group Anchor Group types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-3-U4' +60.0 Head/Shc +1 C4+ C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High•4" +50.0 24• DLO Jamb 8 8 8 8 6 B 8 8 6 e 8 B 8 8 8 8 SEE NOTES 1-3 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 23" HeadlSiil 04+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+1 v 30" DLO Jamb 8 8 8 8 8 B 8 B 8 B 6 8 8 8 B 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7 TF 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 36" DLO Jamb 8 8 8 8 8 B B 6 8 8 8 8 8 B 8I Pfiook 6+7 6+7 . 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+11 1 7+8 7f8 7+8 1 7+8 7+8 7+8 OH LENGTH F+ Head/Sill C4+1 ftC4+lC4+14+1 C4+1 C4+1 C4+1 C4+1 C4+1 C:4+1 C4+1 C4 C4+ + +Z 4T' DL0Jamb 6 8 8 8 8 8 8 a 8 8 8 aPfiock 6+7 +7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+g 7+8 7+8 7+8 W OH RATIOz 1 Head/Sill C4+2 4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 CA+2 04+2 = o48" DLO Jamb B B 8 8 6 8 8 8 8 8 6 8 8 aO P-hook 6+7 +7 1 7+8 7+8 7+B 7+8 7+g 7+8 7+6 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",3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112'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 FORANCHORAGE 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. PRODUCT REVISED as complying with the Florida Building Code Now-No. 16.0629.06 Lockstile @ 135'Astragal Lockstile @ Lockstile@Jamb Straight Astragal Lockstile@ TO;Astragal g Interlock P-hook Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal Expiration Date 02/17/2020 Standard Stiles Standard Stile Standard Stile standard Stile Standard5tfle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By Standard Astragal OutsideCorner � Inside Outside miam product Control Corner Corner Inside � Garner Outside i Insdede Corner'I f Corner _ Parttt60(Stile) Part#61(Stile) partg119(Out) Part#61(Stile) Part#60(x2) Part Part#60 Part#67(Astragal) Part#60 Part#118(Corner partH129(01 Parts#31&q32 Part#61 Receiver) (Corn.&Fxd Mount) -- g(6 10T07ECRNOLOGYORIVE PD ANDANCHORAGE r 0Yx rts N.VENICE, (3411 450 lsao FL 34275 ire SERIES 770 ALUM.SGO-LM IMPACT _ mic pa• 5 -770 NT$ 6d22 PGT0130 � rtw: A.LYNN MILLER,P.E. JR EI.14 CENTOFA!llN.A2B2aB ® B P.E.#58705 TABLE 2: Maximum DP for all sizes:+601-60For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 2A) Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Door Unit Height Table applies to Glass Types BD, �. 80• gg^ 1DY 108" 714' 120' 4,4A.6,6A,7,7A,8 8 BA 89.7!8•DLO 73718°DLO 79.718"OLO 85-718•DLO gi-7!8"DLO 97.718'DLO 103-710°OLO 1037!8'DL0 and the SOIe!Astragal types Anchor Group Anchor Group Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group Anchor Group shown below. 1 2 3 1 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 F'aad1510 C4+1 N+1 C4+1 C4+1 5A+1 W + +1 CA+1 C4*1 04+1 04+1 C4+1 C4+1 CA+t G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 +1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 24' 0LO Jamb 8 8 8 B 8 8 8 B 8 8 0 B 8 8 B B 10 10 10 10 10 t0 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+B 7+8 7+8 7+8 7*8 7+8 7+B 7+8 7+8 7+B 7+8 7+8 B+g 8+9 8+9 8+9 8+9 8+9 B+B 8+9 8+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadlSlll C4+1 C4+1 04+1 CA+1 C4+1 CA+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G7+1 C4+1 C4+1 C4+1 C4+1 rA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Gi+1 C4+1 04+1 30° pJamb B 8 8 B B 8 8 8 a 8 B B B 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 8+7 6+7 7+5 7+8 7+8 7+6 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sil G4+1 G4+1 C4+1 C4+1 C4+1 C4+1 04+1104+1 C4+1 01+1 C4+1 C4+1 C4+1 C4+1 04+1 CA+1 CA+1 C4+1 C4+1 C4+1 G4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 NO C4- 36' pJamb 8 8 8 8 B 8 8 8 8 8 8 8 B a B 8 10 10 10 10 to t0 10 10 t0 to 10 10 10 10 10 10 P-hook 0+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+B 7+8 7+8 7+e 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+1019-1-1-1- 9+10 9+10 9+10 Z 35' Fead/Siil C4+1 C4+1 C4+1 04+1 C4+1 G1+1 C4+1 CA+1 C4+1 001 04+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 C5+1 C5+1 C4+1 CA+1 C5+1 C5+1 a 42" DLO Jamb 8 8 0 B 8 8 8 8 8 8 8 8 8 B B 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 PJrook 6+7 6+7 0+7 6+7 7+8 7+B 7+8 7+6 7+8 7+8 7+8 7+84_7+8 7+B 7+B 7+8 8+9 6+9 8+9 8+9 8+9 B+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+2 C4+2 C4+2 G1+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 04+2 C4+2 CA+2 04+2 C4+2 C4+2 C4+2 0442 C4+2 C4+2 C5+2 CS+2 C4+2 05+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 Z1 48' DLO Jamb 8 B B 8 8 8 8 8 8 8 8 B 8 8 8 8 10 10 10 10 10 10 10 10 10 1D 10 10 10 t0 10 10 P-hcak 6+7 6+7 6+7 B+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7+8 B+9 8+g B+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 D+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G7+2 CA+2 C4+2 CA+2 �• DLO Jamb 8 B 8 B B 8 8 8 0 B 8 8 8 8 8 a P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+B 7+g 7+8 7+8 7+B 7 B 7+8 Not available in these sizes Head/SillC4+2 C4+2 0A+2 C4+2 G7+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 + C5+2 60° DLO Jamb B 8 8 8 8 8 B e 8 8 a B 8 8 8 8 P•hook 6+7 6+7 6+7 6+7 7+B 7+8 7+B 7+8 1 7+8 1 7+8 7+8 7+8 7+8 7+B 7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4°SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Heightto Max.(+)DP DLO HEIGHT= (NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH 4 DOOR UNIT HEIGHT-10.125" �— 3)4",3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Flat or Box,see res sure,p w r PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure, sT = O OH RATIO t 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheat 17) DOOR UNIT HEIGHT-1.866" z o Flush-1-112" see note 3 O NOT RATED FOR WATER INFILTRATION. Low-2-112" +46.67 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-3-114" +6U.0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. +_0 High-4° 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE OH LENGTH SEE NOTES 1-3 OH RATIO=OH HEIGHT PRODUCT REVISED INSTALLED. as complying with the Florida Building Code THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FORASSEMBLY DETAILS. NOA-N e. 16.0629.06 Interlock P-hook Lockstile @lamb Straight Astragal Lockstile @ 90•Astragal Lockstile @ 135•Astragal Lockstile @ expiration Date,02/17/2020 ' Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal By Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutystlle Heavy-duty Stile Ml Inside Mlam- lo Standard Astragal Outride C at roduct control Outside Comer Comer ` 'Sr ./' / ITE Insid ,..'.' 1 Outride ' t.,�-....; '• ^;,, . Insidede Cor Comer _ Corner Part#61(Stile) Part 961(Stile) ! Part#61(Stile) Part#119(Out.) - Part#61(x2) Part#61 Part#61 Part#61 Part #118(Corner Part 32 Receiver) (Corn&rts#xd Mount) part#61 Part#67(Astragal) -r.rt mtmc °{Ca'n?• arm 10797 ECRN0LOG1'D/LVE DP ANCHORAGE N.VENICE',FE a+276 rak (Wl"8 6 SERIES 770 ALUM.SGD-LM IMPACT I A.LYNN,MILLER P.E. omm aF oe. rJren4 o.m: CERr.OFAUTH.d29296 Ry. SG6710 NTS �7 d 17:pQTp13p B RE.958706 JR 10/itUi4 I t TABLE 3: _ TABLE 3A: htto--_.... Design Pressure(DP)and Anchor Quantities Required,{foray Sill Het approved Configurations on Sheets 2&3} Maximum OP shown below Height to Max.{+)DP For comor astragal anchorage on 90°or 135°comer units,see sheet 11 (May be llm@ed by Table 3A) (Water Infiltration Rating) Door Unit Height Sill Riser Height Table applies to Glass Types 4,4A, 80' 84" 94" 96" 102" 108' (Flat or Box,see M Design 6,6A.7,7A, 6&@A and the a#ta t 69-7/8"DLO 73.7!8°DLO 79-718"DLO 85-7/8"DLQ 91718"DLO g7-7I8'DLO Sheet 17j Pressure,psf Astragal types shown below. Anchor Gaup Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group Flush 2" sae note 3 i 2 3 4 i 2 3 4 i 2 3 4 1 2 3 4 i 2 3 4 1 2 3 4 Law-2-112° +46,87 Design Pressure +/-90.0 sf +-82, pet +/-76.0 ps} Headisi0 C4+1 C4+1 C4+1 Cd+t C#+1 C4+t C4+1 C4+1 C4+S G4+1 C4+1 C4+S C4+1 C4+1 C4+1 C4+S C4+1 C4ti C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1f4' 24 DLO Jamb 8 $ B 8 8 8 $ 8 B 8 8 0 $ 6 8 8 10 10 10 10 10 10 10 10 High-4" 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+@ 7+8 $+9 1 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 8+9 SEE NOTES 1-3 Design Pressure +1--90.0 psi +1-82.5 Psi +1-75.0 PSI 30° 23" HeadrSiB C4+f G4+1 C4+t C4t1 I G1+1 I C4+1 I04+5 C4+1104+11_04+1 C4+1 C4+11C4+t C4+S O4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+i C4+1 ,c DLO Jamb @ 8 8 8 8 8 $ B 8 8 8 $ 8 8 8 B 10 1tl 10 10 10 10 10 10 5 P-hook 6+7 6+7 6+7 6+7 7+8 T+8 7+6 7+8 7+8 7+@ 7t@ 7+@ 7+$ 7+8 7+8 7+8 8+9 g+9 8+9 8+9 8+9 8+9 g+g 8+g Oeslgn Pressure +/-90.0 psr +1-82,5 psi +1.75.0 psi' E 36" 29° HeadrSOl C4+1 C4+1 C4+2 C4t2 C4ti C4+1 Cq+2 C4+2 C4+i C4+t C5+2 CS+Z C4+i C4+1 C5+2 C5+2 C4+1=8+9 C4+1 C4+1 06+1CS+f - OLO Jamb 8 8 8 8 8 $ 8 8 8 8 8 8 8 8 10 8 1010 10 10 10 P-hook 6+7 6+7 G+7 6+7 7+8 748 7+8 7+8 7+tl 7+B 7+8 7+8 7+$ 8+9 8+9 8+11 8+98+9 1 8+9 8+9 8+9 Design Pressura +/-9ao psf +1_825 psi +/-75.0 psi OH LENGTH �-•- 42„ 35' Head/Sill 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 G6+2 CS+2�+�201+2 C5t2 C5+2 C6+2 C5+2DLO Jamb $ $ 5 8 8 8 8 8 8 8 14 8 8 8 10 8 10 itl 10i4P-hook 6+7 7+B 7+8 7+8 7+8 7+@ 7+8 7t8 7+8 $+9 8+9 8+9 8+9 8+9 @+9 8+9 $+9 8+9 g+9 g+9 rCi Design Pressure +1-90.0 psf See Mate A below +1-82.6 psi tl-75 0 psi = �I OH RATIO 21 41" HeadlSE11 C4+2 C4+2 C6+2 C5+2 C4+2 CS+2 C@+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 06+2 CIS 2 C5+2 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6t2 : 48" O DLO Jamb 5 a 8'q 8 a 8 10 8 8 8 10 8 8 5 14 8, 10 10 14 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+5 8+9 8+9 1+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 19+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+1-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A;+/-87.1 FOR GLASS TYPE 7 NOTES: = 1}POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO OH LENGTH DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-U2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"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. 3)4-,3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DLO HEIGHT= MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN DOOR UNIT HEIGHT-10.125" TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILOING 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, PRODUCT REVISED as complying with the Florida 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. Building Code Straight Astragal Lockstile@ ' Lockstile 1 al NOA-No. 1 90Astra al 6.0629.06 Interlock p-hook Lockstile @lamb Assembly Stralght Astragal Assembly 90'Astragal Assembly 135'Astragal Expiration Dot.02/17/2020 Heavy-duty Stiles Heavy-dutyStlle Heavy-dutyShce Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heary-dutySttle By Heavy-duty Astragal Outside ComerInside Mlam roduct contro Outside Corner Corner all Inside} Inside Comer Cornet Outside _ ','y�;�r"r_:•�`.fc Corner •` -- Part 861(Stile) Part#61(Stile) Part#114(Out.} Part H61(Stile) Part#61(x2) Part#61 Par[#61 Part#68(Astragal) Part#61 Part#118(Comer part#120(ou Parts 431&#32 Part#61 / Receiver) (Corn.&Fxd Mount) larorecHNotoororsvE DPANDANCHORAGE N.YE7YfC£FL34278 �,,.,-.,•✓..:.•`,.. .... "'" (s*n rao isoo SERIES 770 ALUM.SGD-LM IMPACT 0 �°` ar1ip°" r� A.LYNN MILLER,P.E. SJR x10110114 a n ceR1:oFAunt dsszas SGD-770ei `- NTS 1 8 1 22 PGTO130 B P.E.A 68705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH SEE"C5"CLUSTER DETAILS, DETAILS,SHEET 10 SPLICE `•. REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FORASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C. POCKETS 60"NOM. CLUSTER,SEE THIS AND \ DETAILS,SHEET 11 x SHEET SEE POCKET S P-HOOK x x \ I PANEL WIDTH / x x x xx x 6"� JAMB MOUNTING I x x x x x x x z z x x x x x x x INSTALLATION, ADAPTER x x x x x x x THIS SHEET ANCHORS MIDWAY i 0 3"MAX. c &SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF ANCHORS&AT 3" i I® x=FRAME x x ANCHORS 11� 0 FROM TOP& i a I®i I I m ANCHORS 96" 21"MAX (TOTAL B ) BOTTOM o,, 14" I_i 1 o UNIT ANCHORS z>` MAX.O.C. 1�� HEIGHT O.C. PERJAMB 4.051" 8"MAX.TO OPENING y 0 ®I 14'MAX O.C. 0 o=P-HOOK x SEE JAMB EDGE OF POCKET SEE a I ANCHORS x DETAIL INSTALLATION ion ®I Z BELOW) DETAILS'Jc'&'Kc', i s 1 m o=P-HOOK END PANEL SHEET 14&PART 101 1 1 � MOUNTING x ANCHORAGE DETAILS'SA W, i 6 h 1 j j 0 3"MAX. ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 FOR j ok 1�® l ANCHORS % O.C. P-HOOK L--___8"MAK- x _ x x x x ✓ END PANEL +2" ANCHORS x. x x x x x x x x x x' x x x 6'MAX. ANCHORAGE SEE END PANEL , x x x x ANCHORAGE ANCHORAGE '-� x x' x x x x x' SKETCH BELOW) (SEE SKETCH BELOW) \-.+2" ^+2" �"+2" ANCHORAGE ANCHORAGE CENTERLINE 6"�"�' ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04^ I�- 24"MAX. 1EXAMPLE'5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1 1)APPROVED ANCHORS:SEE TABLE A,-SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3•SHEETS 6 8: EXTERICR HEAD OR SILL IF A SPLICE 60" I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21 OCCURS AT THE P-HOOK. NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-B AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE'.C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY Ft i 1R 5.64" +2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR 71 CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT "s�s EeF 6"MAX. PRODUCT REVISED 3.5' REQUIRED AS PER THE FIGURE AT RIGHT: c ocwa as com lyIn with the Florida CENTERLINE JAMBS&P-HOOKS;6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR D.C.(JAMBS),14"MAX ANCHOR Building Coda OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME4JAMB Non-No. 16-062202 P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR Expiration Date 02/17/2020 .+2"ANCHORAGE SEE"CS"CLUSTER END PANEL REQUIRES CENTERLINE CENTERLINE By "C6"CLUSTER,SEE DETAILS,SHEET 10 OF ANCHORAGE Miami- a roduet control • 1 OF DETAILS,SHEET II I INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) 8^ 4.051" l 3.5" l MAX. i I OFPANECI3E "+2"ANCHORAGE (CENTERLINE '+2'ANCHORAGE OF PANEL SCENTERLINE r(i EXTERIOR I OF PANEL 4 O SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS "!` Ra nr Ooh Pe^tmne . 1070 TECNNoworawVE ANCHORAGE SPACING&EXAMPLE PLANS eY m: R"Adav: N.VENICE, FL 34275 "ar am: ry40aeo-fsca SERIES 770 ALUM.SGD-LM IMPACT s.t."amat m'r s� a"•tvRo A.LYNN MILLER P.E. aOM1f1��1�' '1a• CERT.O AlT 029286 9G677D IJ-S 9 -_22 PGT0130 B P.E.#56705 JR 10/10/14 6-DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE AST R SPLICE LO N 2.04" ERLOCK INTERLOCK NEEDED INTERLOCKy, CONDITION,USE %CENTERLINE SIF NEEDED 2.04" CENTERLINE I CENTERLINE 'C6'CLUSTER DETAIL) I 1.75" 6"DIAG. EXTERIOR 3.5" 7" 7. 3.5" 21" 4"DIAG. 4"DIAG. AX. EXTERIOR O.C. 2.04" 2.04" 21" 2.04" MAX. -.dT"— EXTERIOR DIAG, 7" E% RIOR 7" 3.5"- O.C. ail n �l 7" MAX. �1 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 5.64" gc�ASTRAGAL OR INTERLOCK ( ASTRAGAL OR INTERLOCK I?@ ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB W MAX. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") A QRS ARE REQUI C6") NCHOR PAIR —� F4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE _ASTRAGAL OR 6"DIAG. FRAME JAMB SPLICE LOCATION ANCHOR PAIR INTERLOCK--�IF NEEDED INTERLOCK- CONDITION,USE INTERLOCK IF NEEDED 2 04" EXTERIOR I CENTERLINE I "C6'CLUSTER DETAIL CENTERLINE 3.5" �✓ 3.5' 3.5" 7" ANCHORS MAY BE INSTALLED 21' EITHER IN THE EXT.OR INT. 0 2.04" 4"DIAG. MAX- TRACK(INT.SHOWN) 4.08" 4 08" O.C. . I , 2.64" 4 AI 11 1111 5.64" NOTES: 1.ALL DIMENSIONS SHOWN EXTERIOR 7- EXTERIOR 7„ 4"DIAG. Ex EEIR�IOR 3.5" 3 5" 6"M ARE BASED ON MIN. 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL ALLOWED. RI CO'ASTRAGAL OR INTERLOCK Ca)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 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCH 6") ANCHOR PAIR P-HOOK SEE SHEET 9. (FOR SPLICE FOR SPLICED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY: INTERLOCK IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK CONDITION,DO NOT I CENTERLINE I CONDITION.USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION CENTERLINE "CB"CLUSTER DETAIL) IF NEEDED -►{ 1.75" 3.5" PRODUCT REVISED 3.5" 3.5 7" as ring with the Florida BodeBuilding C NOA-No. 16.0629.06 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04' Expiration Date 02M 712020 t��--7-�--b I By 2.04^ 5.37"DIAG. 4'DIAG. Miam �-d..l 4.08" 2.04" 4"DIAG. EXTERIOR EXTnEERIOR r EXTERIOR 7" 3.5" 3.5" = j 4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEAD/SILL ME HEADISILL Ca ASTRAGAL OR INTERLOCK Co)ASTRAGAL OR INTERLOCK (D ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") 6 " ANCHORS ARE REQUIRED.'C4-) ANCHORS ARE REQUIRED,"CS") WITH&WITHOUT SPLICE CONDITION C ((� a� rWOTECNNocoaYORNE ANCHORAGE,EXAMPLE CLUSTERS N.VEMC,FL 34275 SERIES 770 ALUM.SGD-LM IMPACT _ ; stmt sbee o,.»emXw A.LYNN MILLER,P.E. a.JR da m:m Dan: CERT OPAantpTy2 ® S00-T!o NTS 10 m 22 PGT0130 B REM 58705 JR iN}0/14 i 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR E 7„ 1.ALL DIMENSIONS SHOWN 4"DIAG. 8.94° f AREAWED. ON MINIMUM ?4'DIAG. 3.5" 3.5' 6.1 Z' 6.12" 2.DETAILS DEPICT ANCHOR INTERIOR INTERIOR \ 7" INfERlO INTERIOR QUANTITY AND SPACING, 901 3. " 90° 3. " 1 EXTERIOR 1 AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR 3.5" 4" 3.5° ! 3 " 4° "+1"ANCHOR 4" 7" EXTERIOR 4" 2.04" 7" / 2.04" IXTERIOit 2.04" EXTERIOR 2.04" 8.94" 90'CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OFPANEL ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REQUIRED,"�gjD ANCHORS ARE REQUIRED,"C6') "+2"ANCHOR 4.08" INTERIOR INTERIOR EXTERIOR 4.08" '+VANCHOR 4 3.5" } INTERIOR 7'41" 4"DIAG. INTERIOR 3 5., I 90° 7" 135° I CENTERLINE EXTERIOR C`-OF PANEL 3 3.5' °+3"ANCHOR 4.08" 4.08" 7" 5.37" G. 5.37" AG. CENTERLINE 2.04" 3.6° 4" 3.5"° 4 OF PANEL4"DIAG. EXTERIOR 7 EXTERIOR 7" 4" INTERIOR ALL "+2"ANCHOR 3.5" 90"CORNER 135°CORNER ��R VIEWS 7 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL L—CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OFPANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT IMERIOR 6.12" *�EX�TERIOR4 2.04" 2.04" 3.5" CENTERLINE EXTERIOR 4" INTERIOOF PANEL PRODUCT REVISED as com 19Ing with the Florida INTERIOR gp" 3 5" "+3"A CHOIR Buitdine Corlo 4" 2,04" NOA-No. 16-0629.06 D AG. 7' Expiration Date 02/17/2020 8.12" 4"D 6.12" 4.08" DY Mlam-D irotluet Control R 2.04° 4"DIAG. 3.5" EXTERIOR 7" 2.04" I�.CENTERLINE 90"CORNER 135°CORNER I OFPANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ("C8°ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) 1 .Kase mw - �,� J0707ECNNOLOOYDRNE ANCHORAGE,EXAMPLE CLUSTERS °"` N.lEhI1C�FL 34275 rci ,�I' `,. �-uy (wf"80-r80o SERIES 770 ALUM.SGD-LM IMPACT sanmr rd.: a"+*a� A.LYNN MILLER,P.E. CERT.DFAImt arms sco-nD NTS 11 Y 22 PGT0130 B P.E.#58705 JR rarar4 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 4EETA ,SHEET 1 2-1116"• 2-1/16"* 116". NOTES: EXTERIOR 1/4" 114" 1/4" 1.ALLDIMENSIONS MAX. MAX. MAX. SHOWN ARE BASED SHIMEXT R o SHIM ExTF1tIOR SHIM 2' MIN.ALLOWED. r � 2.METALORWODD EMBEDMENT: I SUBSTRATES MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOODANCHORTYP., 2X WOOD WOOD ANCHOR TYP., METS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEEANCHOR NOTES SEE E ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2--TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD "DIAGONAL O.C. ja Aw WOOD INSTALLATION Rw WOOD INSTALLATION Cvr 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,SHEET1 SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE , T -. -•:...,,;h.. ," .„i ,. 1(1/4"MAX.) , SHEET I SHEET1 ...„ (I/4"MAXJ ..•», :._,:.,.:':: _.: (1/4"MAX) T EXTERIOR T EXTERIOR EXTERIOR LEMBEDMENT:SEE 2-1116"' 2-1/18"" 2-1/16"' TABLE A,SHEET 1 EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 FRAME16a)2-TRACK FRAME FRAME WOOD INSTALLATION WOOD INSTALLATION �MTAL INSTALLATION EMBEDMENT: EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE METAL TYP., SHEETI PRODUCTREVISED TABLE A,SHEET 1 ~1 i EDGE DISTANCE: SEE ANCHOR asB.ding IYlI with the Florida EDGE DISTANCE: O SEE TABLE A, NOTE 4,SHEET 1 NOA-No. 16-0629.06 2X WOODSEE TABLE A, 2X WOOD 0 SHEET 1 TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR 2-1/16" " Expiration Date 02/17/2020 NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., BY 2-1118„, SEE ANCHOR NOTES MIn. roduct Contra WOOD ANCHOR TYP., � 2-1/16"' &TABLE A,SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS EXTERIOR &TABLE A,SHEET 7 BEYOND THE \��' �-{LYD.N I i EXTERIOR I EXTERIOR METAL R�:•0.-'�GGldsc'IC.Q 1/4"MAX.SHIM Imo- n SUBSTRATE E , v 114"MAX.SHIM 1-- 1/4"MAX.SHIM u _��'�= Na.56705 e2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB E WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION - (( QQ L_ OF 1070 TECHNOLOOYDRNE ANCHORAGE DETAILS '-�� •�., R,:�P.,.•U'; o m: ne.ru""s N.VENICF,R 34275 Tor"• �: •.......• \ •"�� �., a,� 1sa1}4aa 1so0 SERIES 770 ALUM.SGD-LM IMPACT l'r S'910p'A1. aTmer. orae coram oxr. A.LONI.IMILLI'R.P.E JR 10/10/14 CERT.OFAUTH.6'70290 Qil SOI}770 NTS 12 "�� PGT0130 B P.E#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE NCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABL TABLE A,SHEET 1 ON MIN.ALLOWED. A,SHEE 1 2-1/16"' PE TABLE 2-1/18"' PER TABLE 2-1/16"' A,S EET 1 A,SHEEP 1 114" •DIAGONAL O-C-IS IX RIO •:(.� �:•'� ,i.,...,.. ..:_ � •.;...;.. ._. :�.��.�,.:t. .a.; ,,';,, _ _ I— MAX. MIN 4" HEAD&SILL) �.• 1F SHIM OR 6"(JAMB)SEE EMBED ENT: 1/4" E ERIOR 1/4" EXTERIOR DETAILS,SHEETS SEE T LE A, MAX. a MAX. S EET 1 SHIM SHIM PR PERLY SECURED 1X CONCRETE ANCHO P., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., W D BUCK TYP..SEE SEE ANCHOR NOT & WOOD BUCK TYP.,SEE L SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANC R NOTE 3,SHEET 1 TABLE A,SHEET ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 K F EAD 3-TRACK FRAME HEAD 4 TRACK FRAME HEAD Ac CO TEINSTALL Bc CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANC H PROPERLY SECURED X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYR,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANC OR SEE ANCHOR NOTE 5,SHEET NO E 5, NOTE 5, 1(114"MAX.) SHE T1 SHEET (1/4"M .) ! (1/4"MAX.) - 1 T . EXTERIOR :' i.::.:- .I_,:.':`r I _ EXT [OR EXTERIOR CONCRETE 2-1/16"" 2-1116"' �2-1/16"' PER TABLE EDGE DISTANCE: CONCR E EDGE DISTANCE: N--CONCRETE EDGE DISTANCE: A,SHEET 1 f SEE TABLE A,SHEET 1 PER BLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 :SEE TABLE A.SHEET 1 A. EET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT EMBEDMENT:SEE TABLE A,SHEET 1 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL CONCRETE INSTAL N Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 �I EMBEDMENT:SEE TABLE A,SHEET 1 -`I EDGE DISTANCE: ) SEE TABLE A, EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE 1 CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 PRODUCT REVISED ..L SHEET 1 ns com 1yIng with the Florida TABLE A,SHEET 1 ~I TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, Bullding Gode ) EDGE DISTANCE: NOTES&TABLE A. SHEET 1 tNOA-No. 16-0629.06 PROPERLY SECURED SEE TABLE A, 1 X WOOD BUCK TYP., SHEETI 2-1/16" Expiration Date 02117/2020 SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR SHEET 1 TYP.,SEE ANCHOR Miami D��Froduc`i con+rol CONC./CMU ANCHOR 2-1/16"• PROPERLY SECURED NOTES&TABLE A, TYP.,SEE ANCHOR 1X WOOD BUCKTYP., SHEET 1 CONCRETE SEE ANCHOR NOTE 3, CONCRETE OR CMU NOTES&TABLE A, SHEET 1 OR CMU SHEETI CONCRETE EXTERIOR PER TABLE EXTERIOR I OR CMU EXTERIOR PER TABLE ` A,SHEET 1 �0 LYNN n I PER TABLE A,SHEET 1 ' ,\L,.•rE •-.<l�r V 114"MAX.SHIM A,SHEET 1 114"MAX.SHIM 11+ 1/4'MAX.SHIM 2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB - No.58705 ` CONCRETEICMU INSTALLATION \Lcj CONCRETE/CMU INSTALLATION c CONCRETE/CMU INSTALLATION +oro TEc!!NCLocroxW AN16 CHORAGEDETAILS �'r sre me - i N VENICE FL34275 ma: �,.^•.:�L.C.'•RIGi';.-AC, . SERIES 770 ALUM.SGD-LM IMPACT U,. SJR 1�f0%14 m� CERT.CFAUTR#29M ® SGo-nO NTS 13 22 PGT0130 B P:�Jf eaYos i S INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT - DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE zsN�ElANCHOR NOTES& TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 ALL APPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 2g , ,., y - SUBSTRATES. SHEET 1 — ILLUSTRATION,SHEET 9) 1-1/4'MIN.EDGE DISTANCE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26SHEET.1 ADAPTER CONCJCMU AND P-HOOK EXTERIOR PHOOK WOOD ANCHOR TYP., fi ANCHOR TYP.,SEE MOUNTING ADAPTER �J P-HOOK '. ••'•', �• ANCHOR QUANTITIES. SEE ANCHOR NOTES ANCHOR NOTES&TABLE &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE CMU PER TABLE ON SHEET 9. (ALSO SEE TYP. 2.693"MIN. A;SHEET f TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH ANY SILL RISER PARTS#18,#20#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP.. P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A.SHEET i ANCHOR TYP.,SEE TABLE A,SHEET 1 MIN,OF 3 THREADS ANCHOR TYP.,SEE q,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A, �v: ILLUSTRATION,SHEET 9) ILLUSTRATION, 28 EMBEDMENT: 1 SHEET9) SHEETI :r •. SEE TABLE A, DGE DISTANCE:SEE SHEET 1 ABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE PRODUCT REVISED 30 30 as complying with the Florida Building Code P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR NO.o• 16-0629.06 SEE ANCHOR NOTES n ANCHOR TYP.,SEE Ll Expiration Date 02/17/2020 &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE V (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 By ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. 2.693"MIN. Miam' roduct Control ' EDGE DISTANCE ILLUSTRATION,SHEET 9) MO P-HOOK FOR USE WITH BOX SILL RISERS E P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19 #2-1,#23 OR#25, Kc PARTS#19.#21,#23 OR#25, ;; q{ 1.YNN METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY Ila 5 105 v— e Rnsbm }0707ECNNOLOOVDRVE ANf,14 GE DETAILS N.V4J(C�FL 54275 my ^; -,SuRCJ;:.•„`J�; . (94f).48o-1600 SERIES 770 ALUM SGD-LM IMPACT uS;r�+ f LY�iJN ILI.ER.F.E. omxn or. ani o,"ava mm. CERT.OF�UTR p2026B ® SGO-770 NTS 14 1 22 PGTO130 B P,E.#58705 I JR 1NJ0/f4 I I CONFIG. EXAMPLES MAX.UNIT HEADER DETAILA!, WIDTH MAX.UNIT WIDTH SHEET 18;INSTALLATION MAX NOM.PANEL WIDTH DLO TYP.PER TABLES 1-3 DETAILS*A1v'8,Ad, WIDTH SHEETS NOTES: 1)SEE SHEET 17 FOR INDIVIDUAL EXTERIOR rS PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR PANEL PANEL 90* TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAI `NZ, PANEL HEIGHT AND WIDTH.SEE TYPE 'QS' 'AS' TYPE SHEET 19&CORNER SHEETS 18 819 FOR SECTION r 111� ANCHORAGE SHEET 11 DETAILS AND SHEETS 12-14 FOR MAX. NOM. IN IT PANEL MAX- HEIGHT INTERLOCK DETAIL WI MA X• DLOX� 0 T TH L PANELPANEL'P� TYPE PE PANEL TYPE QS S S, fLl-�RIQR N-T-E_] R 90' IETAIUNI, 'At--I MAX.MAX M' INSTALLATION DETAILS. PANEL DUO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107.110)AT WIDTH TYP. I. EACH LOCKSTILE,LOCKING INTO HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR KEEPER(ITEM 103)AT FRAME JAMB —NOTE 2 TABLES 1-3 1-,3 LROR ORASTRAGAL. JAMB DETAIL'G3',SHEET 3)PLEASE SEE APPLICABLE ASTRAGAL INTERLOCK x x x x 18;INSTALLATION DETAILS COMBINATIONS PER DPIANCHOR Im L 'Gw'&'Gc',SHEETS 12&13 TABLES. Vmf SILL DETAIL'U,SHEET 18; DLO WIDTH=NOM,PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:9D'INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" ;DW EIGHT-1.866- 'DW&'De,SHEETS 12813 2c SILICONE STRUCTURAL HOT-MELT BUTYL • SILICONE STRUCTURAL SILICONE BY OTHERS POLYISOBUTYLEN 1/4"NOM. FOAM 3/16"NOM. WMI DESICCANT WITH 'Io DESICCANT EXT.GLASS EXT.GLASS #10 X 1-1/2" #8x1l PH SMS PH SMS INT.CLASS INT,GLASS @ SUPER SPACER®NXTm KODISPACE 4SG TIPS PRODUCT REVISED ALUMINUM as--mP=ifh the Florida ,d,.g REINFORCEMENT POLYISO- DESICCANT FILL AREA NOP-N.. 16-0629.06 PANEL CORNER IORNER 51IVNOM� BUTYLENE 6116'NOM. DETAIL DETAIL SUTYL& SEAL SILICONE SEAL FXP[mt]-n Date 02t1712020 CCANT ROLL-FORMED By DESICCANT STAINLESS STEEL mi aml-vad FOAM Zdiuc;1:.._.1­. EXT.GLASS Part# Description Material EXT.GLASS 124 Kommerling 48G TPS Spacer System Eidy—, See this 125 Quenex Super Spacer Off With Hot MeiF Sheet for REINFORCEMENT R 'URAL _U ONE CAM WITH ANT INT. 5""NOM�C' �*ANT .AM 126 Quanex Duraseal Spacer INT,GLASS INT,GJLASS :." Materials GLASS 127 Cardinal)L Edge Spacer 128 D U RASEAL@ SPACER XL EDGE""SPACER REFERENCE TEST REPORTS:FTL-8717,8968 8970 Z, JR o$v5wI6 a ADDSDSPACERS. R3;w-mw 10=0L YORIVE ANCHORAGE DETALSIEYMPLE ELEVATION 1WIMBOL1600 SERIES 770 ALUM.SGD-LM IMPACT A.LYNN N JR ILUrR RE, 10110114 CERT.OFAUTH.*22= GT0130 P.E458705 CONFIG. EXAMPLESINTERLOCK DETAIL FOR ALl DETAILS ON THIS SHEET,SEE NOTES ON SkEEt 15 /-,M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ,--INSTALLATION DETAILS GW&'Gc',SHEETS 12&13 AXED JAMB DETAIL'G2, ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL W,SHEET 18, MAX S—HEET 18;INSTALLATION DETAILS'Ll'& 18;INSTALLATION DETAILS INSTALLATION DETAILSAw-&'Ad. DLO JAMB DETAIL'GT,SHEET DETAILS'GW&Ge, LZ SHEET 19 'Av,(&'Ac'.SHEETS 12& 3 SHEETS 12&13 WIDTH /-111;INSTALLATION DETAILS SHEETS 12&13TYP 'Gw'&'Gc',SHEETS 12&13 - I ( 90° EXTE IOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL 'D' TYPE TYPE TYPE TYPE 'M',SHEET 19 MAX. 'A' ICS, 'QS' MAX. I I NOM. 'UNIT UNIT 90'OUTSIDE CORNER PANEL HEIGHT SILL DETAIL NOW HEIGHT DETAIL'Nl',SHEET 19& MAX. WIDTH TYP. PER 'D'.SHEET PANEL X PER CORNER ANCHORAGE L -E P R J" INTERLOCK SHEET OUTS K OUTSIDE 9 Y' DETAIL AIL'NJ"S C LRNERAN S qo DET DO PER SEE- TABLES MAX./L SEE SHEET 11 DLO WIDTH TYP. TABLES TABLES 1-3 .---NOTE2, 1-3 DLO NOTE 2, 13 INSTALL PER 1-3 INTSMOR t�iTr =R,OR NOM W1 HEV SHEET 15 ALL HEIGHT SHEET 15 DETAILS TABLES 1-3 'DW&Dc', EXTERIOR x x SHEETS 12 NOM.PANEL &13 x WIDTH TYP. X x PER TABLES =I;FRAME11 MAX.UNIT WIDTH SEE & -------- MAX.UNIT WIDTH PANEL CORNER SILL DETAIL'U,SHEET 18;� MAX UNIT WIDTH CONSTRUCTION EXAMPLE:0>= INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK) 'DW&'Dc'.St IEETs 12&13 EXAMPLE:90*OUTSIDE CORNER-XX/XX(2-TRACK) ASTRAGAL DE-TAILS'Ll'& INTERLOCK DETAIL'M',SHEET 19 JAMB DETAJI-11%SHEET 18; L2,SHEET 19]�, ­­"Lv� INSTALLATION DETAILS'IW& INTERLOCK DETAIL'M',SHEET 19 le,SHEETS 12&13 HEADER DETAIL --JAMB D T P-HOOK DETA17LT�VK%"SHEET 'B,SHEET 18: 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'J&, INSTALLATION JAMB DETAIL 72',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET 'Hw'&'He,SHEETS 12&13 'Jc','Kw'&'Kd,SHEET 14 DETAILS'Bw'&'Bc% DETAILS*Iw'&'(c%SHEETS 12&13 7-18'INSTALLATION DETAILS SHEETS 12&13 'CAe&'Cc',SHEETS 12&13 MAX.UNIT WIDTH MAX.UNIT WIDTH PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE PRODUCT REVISED T' P. with the Merida MAX ass.114*1M.1plcy. MAX.UNIT NOM. NOM. UNIT —NOA-No. 16-0629.06 HEIGHT PANEL PER WIDTH TYP PANEL HEIGHT Expiration Df.02/1712020 WIDTH TYP. PER TABLES MAX, PER SEE SEE MAX. TABLES Sy DLO Miam-Da .F uct Cont of NOTE 2� TABLES 1-3 --NOTE 2, DLO TABLES 1-3 1-3 1-3HEIGHT HEIGHT SHEET 15 SHEET 15 x x x x x 0 EXAMPLE:OXXXp SILL DETAIL'E'.SHEET 18; EXAMPLE:XXXO SILL D 18,11�INSTALLATION PANEL -4E NOM. 'M PANEL T,Typ FID ETAILT',SHEET 18; (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS 'F%W&'Fe.SHEETS 12&13 W&'Ec,SHEETS 12&13 4, E 107 0 LOGYMVE EXAMPLE ELEVATIONS 34275 w r SERIES 770 ALUM.SGD-LM IMPACT :1.14 JR 1&0114 LYNN MILLFA Ps rB P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL INTERLOCK INTERLOCK LE ASTRAGAL ASTRAGAL 90LOGKSTILE 90LOCKSTILE EXT RECEIVER 9 RECEIVER EXT CORNER 36 RECEIVER 136 RECEIVER FLXED LOCKSTILE ASTRAGAL ASTRAGAL INT CORNER EXT CORNER INT FXT CORNER TYPES STILE Wf HANDLE BOX OUT SOXIN 90 RECEIVER OUT IN Wt HANDLE Wt HANDLE Wt HANDLE Wt HANDLE W(HANDLE Wf HANDLE WJ HANDLE W/HANDLE #119 #61 #178 } #118 8 #61 #31 #61 2131 INTFOSINGLE L TR TiC�2 TG TA TV TW UOGK - F PP K SINGLE INTERLOCK E P A G ING lG SQ SG SA SV SW - (goxour teoxm9 ST LE a::n- RR R S S FD FC FV FW LOGKSTILE ('1 t(Ap / WI HANDLE ,tj j,Jl i,j (8L1Xcm Naru+J I1.1 ASTRAGAL q y6y� D R PANEL NOTES: I}-- ASTRAGAL 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL SIZES&DESIGN PRESSURE U.1 BOX LEFT INTERIOR RIGHT � w!HANDLE mar" RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS - ASTRAGALT I I STILE EXTERIOR STILE AND ARE NOT AVAILABLE. BOX OUT lJ twxom (wrom7 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES LL ASTRAGAL PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER T U EXTERIOR(#119)OR INTERIOR(#120)CORNER Box IN (80") raxM APPLICABLE ST1LElASTRAGAL REQUIREMENTS. ASTRAGALS. INT CORNER 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCKSTILE RT G/ J _I WrHANDLE#10 (#61)AND CORNER ADDON(#31). 2 90LOCK EXT TIL ��. SILL RISERS OPTIONS , 232" -�it'- .232- z 90 LOCKSTILE QS W/HANDLE#119 ,232" IL EXT CORNER#6} 232' EXTERIOR EXTERIOR EXTERIORRECEIVE %lV/HANDLER#11� GT GS �EXTERIO�I_j a .062" 3.305'OS2" 4.055" 2.b55" INT CORNER f'61 �t /'�/-- / 1.56T 90RECEIVER AT ©S / /}+ / rk?4 -p6p w1HANDLE #118 ■ s✓/ .,/ _..Z PRODUCT REVISED EXT CORNER #118 as complying with the Florida /"s SILL RISER,FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT Building Code 90 RECEIVER 1 OF 11 LISH,1-1/2" 20 LOW,2-1/2" 22 MEDIUM,3-1/4" 24 HIGH,4" NOA-No. 16.0629.06 EXT CORNER #31 760' -^�I Imo---.760" Expimfian Dato 02/17/2020 735 RECENER B WSHANDLE 1 VT vs VF f:7' 7ST EXTERIOR yEXTERIOR EXTERIOR I EXTERIOR 062Miam- oauetControl INT CORNER #31 WT WS WF �� �'�3SRECEMR •�" `�t�, GI.082' 4.055'062' ° :51. 1.SBT 78,SILL RISER.BO?U' SILL RISER.BOX SILL RISER,BOX SILL RISER.BOX s FLUSH,1-1/2" 21 LOW,2-112" 23 MEDIUM,3-1/4' 25 HIGH,4" 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6 1070TEC11NOLOGYORSVE PANEL TYPES '•"11JIt•';,": }' j N.ME _.LS Tsc ;•y;:;"•� `.' (941)-4861000 SERIES 770 ALUM.SGD-LM IMPACT , .`,"•. g.�,SJR iD/10/14 a+.rma o.o-x B PGALYNN E.#587'05 PE SGD•70M 'CERT.OFAUT7.#2920 2 I j ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) s0 OR 61 tos LOCK PART 17 FULL LENGTH 14 7s s 107-11 14 106 OF JAMB 5 G3 60 OR 61 15 5 so OR 61 fio OR 61 2-TRACK JAMB G1 2-TRACKJAMB (SHOWN 5 SEE DETAIL G7 CLIFF,,#- 05 WITH FOR FIXED AR toy 6"LONG W/RETAINER#106 OPERABLE 80 PANEL CLIP 75 a io7 1-io 119 MID AN (SHOWN WITH PANEL SEE DETAIL G2 5 FIXED PANEL TO J'LEXTERIOR 103 ig s t 0711 103 FOR FIXED so OR 61 THE INTERIOR) V 113 PANEL CLIP s 103 EXTERIOR 15 5 IL 14 112 16 17 4FULLGTH G2 40 60 OR 61IOR }110x3ra' 2-TRACK JAMB 2-TRACK JAMB 'R,EXTERIOR EXTERIOR 5EK-RIOR SMs,x 3CLIP#80 OR#105 51 52 W/SCREEN �/6"LONGW/RETAINER#17.3 3-TRACK JAMB 3-TRACK JAMB 4-TRACKJAMB 4-TRACK JAMB @ (SHOWN WITH ®(SHOWN WITH e(SHOWNWITH ®(SHOWN WI7N ®(SHOWN WITH MIDSPAN 80FIXED PANEL TO _ H1 OPERABLE PANEL) FIXED PANEL TO 1 FIXED PANEL TO 12 OPERABLE PANEL) THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) J-1-EXTERIOR EXTERIOR 2 112 1 3 a 45 5 5 113 113 5 52 51 I 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 (LI a SHOWN OWN WITH 422-TRACKWISCREEN YY E 3-TRACK 4-TRACK MAX.UNIT OPT.SCREEN FRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER TRACK TABLES 1-3 PRODUCT REVISED as eomptying with the Florida 53 69 69 69 Building Code EXTERIOR EXTERIOR 'JOA-No. 16-0629.06 52 51 720 720 R 73 R 73 720 R 73 Expiration Date 02/17/2020 . 46 11 113 9 10 ey 11 11 Miamt-Dar Product Control 48 47 0 8 EXTERIOR 112 5 113 113 5 7s 2-TRACK W/SCREEN3-TRACK ®4-TRACK v FRAME SILL a FRAME SILL F FRAME SILL ''v.;...i'G- I ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES �r 1-3,SHEETS FOR DP(PSF)ASSOCIATED WITH STILE. -� d6 RavaC f Gate Rav3Yaa �°" -Jt 1070 TECHNOLOGYORIVE VERTICAL SECTION DETAILS - '`:':`.'`•` � RavNNY R N.VENICEF134275 ;t,'•,•- RrmE9y. 5 RF-- /sa1}asal5w SERIES 770 ALUM.SGD-LM IMPACT I' ma•NTS 18 omnry: care enatme Gate s.+wwar. sW u^•ao^'^ �°^ A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUTH#29296 �� 5GD•770 d 22 PGT0130 B P.E.#56705 I I ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR st 113 118 7 28 28 30 tt 113 27 6327 63 26 103 62 111 63 60 OR 81 60 OR 61 60 OR 61 65 29 14 120 29 65 65 Cr ,T(,EXTERIOR 11102 EXTERIOR 111 90' �/ IX7ERIOR 82 EXTERIOR INTERIOR EXTERIOR n ®P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS ago- G7R'OR v (EXT.OR INT.MOUNT) KZKEXT.MOUNT ONLY fi0 OR 61 LOCK PART LOCK PART 75 8107-11061 75&107.11 5 �INTERLOCK 14 I � 113 I n��TERQR 60 118113 79EX�TERJORP113103 119 D EXTERIOR67 STANDARD ASTRAGAL#67E HEAVY-DUTY ASTRAGAL#68 90°OUTSIDE CORNER 90e INSIDE CORNER •ITEM#61(HEAVY-DUTY LI WITH STANDARD STILES#60 WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN k,N22-TRACK SHOWN STILE)SHOWN,ITEM#60 j 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 I (PSF)ASSOCIATED WITH i STILES. 4 INTERIOR WtEXUTERIOR61 K PART ? 75&1 07-110 4 INTERIOR 5 TERIOR { 135' 5PRODUCT REVISED as complying with the Florida Building Code NOA-to. 16-0629.06 Expiration Date 02/17/2020 11y II 7 --yl 14 -hai�11.duct Control 61 32 IG LOCK PART 31 103 61 V EXTERIOR147 75 8 107-110 �/ 02 2-TRACK SHOWN ' 135'OUTSIDE CORNER 01 2-TRACK SHOWN , Revco da Rnv6lmm: � - .--."�- R.�os 10707ECW0L00YDRIVe HORIZONTAL SECTION DETAILS,CORNERS ::'1:•; ' N.VENICE FL 34275 rs�aar• 0.1.. (941}430.1500 SERIES 770 ALUM.SGD-LM IMPACT ^: f ter. aweo,w pRo A- A.LYNNMILLER,P.E. on.nay: oxa a..•cae aea CERT.OFAU74.MM ® SGD-770 NTS 19 a 22 PGTO130 B P.E#58705 JR 10/10/14 7 ) Item PGT PGT# Description Item PGT PGT#, Description NOTES: D17 .# 0w .# 1)ALLALUMINUM=6063-T6 1 17308 817308 2;-TRACK HEAD 60 17325 617325 IPANEL STILE 2 17303 617303 2-TRACK HEAD WTM SCREEN RAL 61 17326 617326 1PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE _ 4 17312 817312 4-TRACK HEAD 63 1225 STF2d8 V{NYT.BULB W. _THU4(ASIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILLENO WEATHERSTRIP PAD 6 17317 617317 FRAME HEAD/J4MB ADD-ON e5 1732e 017328 JINTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 67 17329 817329 A6T1tAGAL MIN.#10 SMS OR 3/16"MASONRY 8 17301 617301 2 TRACK SILL WITH SCREEN RAIL SB 17339 817339 HEAVY D=GAM AL ANCHORS @ 2,d"MAX.O.O. 9 17307 611307 3-TRACK SILL 69 77324 017324 TOP&B10 17310 017310 4-TRACK SILL 70 17350 417350 WEATHENSION MJECMgN MOLDED)11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-V2"X VIN SEAL OUST PLUGS12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM LER ASSY.13 17316 617316 FRAME SILL SCREEN ENDAOD-ON(SEE NOTE 3) 73 8153 T8153N TANDEM R ASSY. 14 17305 617305 2--TRACK JAMB 74. SILICONE DOW 4399,OO W-995 OR GE-77010 15 17302 $17302 2-TRACK JAMB WITH SCREEN RAIL ! 8185 78185X OEM HI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 16 17308 617300 3-TRACK JAMB 76 71032XIFPFX #1032 X 1"FL.SS SCREW W/TYPE"F'TIP 17 17311 617311 4TRACK JAMB 77 7109239 1032 STEEL ZINC U-NLIT 18 17322 017322 SILL RISER FLAT FLUSH,1-112" 79 17357 617357 1"IG BEAD 19 17319 817319 SILL RISER-BOX,FLUSH,1-1/2" BO 17359 617359 7116"BEAD/FDED PANEL CLP 20 17321 617327 ISILLRISER-FLAT,LOW,2-1/2" 81 17360 617360 f=. AD 21 17318 017318 SILL RISER-BOK LOW,2-V2" 82 1224 6TP247KYL ULB WEATHERSTRIP 22 11355 617355 SILL RISER-FLAT,MEDIUM,3.774" 83 81745 1745 WE NC,112'X 1116"SGL SIDE AOA.TAPE,PpLYETH. 23 17354 617354 ISILL RISER-BOX MEDIUM,3-1/T 100 8052 48052 ROLLER ADJ.HOLE PLUG 24 !7323 617323 ISILL RISER-FLAT,HIGH,4' 101 72037 JJWEI BUMPER 25 17320 817320 1 SILL RISER-BOX HIGH,4' 102 1 1696 71695 OUST PLUG 26 17333 617333 POCKET P HOOK 103 1 8186 16186X I"KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 1SDKEEP ISCREEN LOCK KEEPER 20 17334 617334 POCKET P-HOOK MOUNT 105 17344 611344 FOcED PANEL CLIP-fi"LONG 29 17335 617335 P-HOOK COVER 106 17352 817352 FDED PANEL RETAINER-916" 30 17348 617348 POCKETP-HOOK FOR BOXRISER 107 1739 71739 HANDLE Kir-NTERiOR RAOEO WrrH TiillMB TURN 31 17378 617378 135CORNER 108 1 1740 1 71740 IHANDLE KIT-RAISED EXTERIORHANDLE 32 17376 617376 135 FDEO MOUNT 109 1731 78162SN HANDLE Kir-RECESSED INTERIOR WITH THUMB TURN TTEMS40.53ARESCREEN PARTS' 110 1732 70178 HANDLE KIT-RECESSED EXTERIOR PULL 40 4319 812258 ISCREEN SDE RAIL-LOCKSTILE 111 110X34PPSDAX#10 X314"PH.PN.WK-S.S. 41 7LOCKWGSK SCREEN LOCKSET i12 1235 87578 WSTP,.270X.!70-FSFSEAL - 42 41818 SCREEN KEEPER SPACER SET 113 1712 IN; .1 B7"X.230"FNSEAL _ 43 8152 68152 SCREEN IN ADAPTER 114 71OX115PPX 1#10 X I-V2' 44 4428 64428 SCR EN DOUBLE INTERLOCK 115 710XPPT #10 X 1" PRODUCT g REVISED AS 4317 812256 SCREEN TOP RAIL 11$ 720XSX #14-20X1"S.S. Bultding iCandowlth the Florida 40 4318 812257 SCREEN BOTTOM RAL 117 72QX112X #14.20 X 1-112"B.S. Nending d 16.0629.06 dT 888 7SRAZ STANDARD ROLLER 118 1 17336 61733$ 90 DEGREE CORNER RECEIVER Expiration pate 0211 772 0 2 0 48 888 78RAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 1 7338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL BY i 50 17349 817349 OXO SCREEN ASBRAGAL ADAPTER 123 17352 617352 FRED PANEL RETAINER,7/8' Miami- a roduct Control 51 1692 61692 SCREEN SPUME-.165' 52 1894 61894 SCREEN SPLINE-.150' 53 81616C20 SCREEN CLOTH 54 2 7l2"X4"X 71I$"SET.BLOCK,NEOPRENE 85 r/-5 55 1728725 1'X4"X1/16"SET.BLOCK,NEOPRENE 6517.6 ' t a iwv. I070IECHN0LOGYDMW PARTS LIST :,a•'..::'' N.VENICE.a 0427ff za< ....... • " °"' (ary4aal600 SERIES 770 ALUM.SGd-LM IMPACT i SJR 11Y10114 CERT.OFAUM#2920 ° SGD•r70 NTS 20 4 22 1 'PG TO130 S A.LYNN MILLER,P.E RE.#58705 , t 5.069° 8.562" 1.36" -�{ 1,36" 0.080' . T-i' 1.872" 1 sos^ 1.211" 0.061" 1.019" L-jLj0.081' O2-TRACK HEAD 10 4-TRACK SILL 0.062° SCREEN 0.081" (6063•T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080" -1 1- 1.045" 1.211" 1.505" 1 1.993" 0.062" 0.081" O2-TRACK HEAD WI SCREEN TRACK O3-TRACK SILL -1 (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 SCREEN 11 (6063-T6 AL) TOP RAIL (6063-T6 AL) 7.105" 6.221" RACK JAMB W/ 15 SCSCREEN TRACK 0.080° (6063-T6 AL) 1.36" 1.505" 0.875" -rT-Tfl-I 1.211" - 1.36" 7 1 0081" 1.993" 0.062" T O3-TRACK HEAD Oe 2-TRACK SILL W/SCREEN TRACK I � (6063-T6 AL) (6063-T6 AL) , SCREEN OBOTTOM RAIL (6063-T6 AL) 9.142" 0.081" 4.49" -i 0.080" T 1.505" 7.105" 1.211" 0.081° O 9.141"4 4-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) PRODUCT yyi .1th th.Florid. Building Code NOA-No. 16-0629.06 j 0.060" Expiration Date 02/17/2020 1.514" LI 0,062" By 0.532" 0,760' Miam�ade duct Control 1.260° y 0.060" 1.516" 1.990" OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ADD•ON 12 ADD-0N 13 END ADD-ON 16 3-TRACK JAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3116"MASONRY OR 3/16"MASONRY 17 (-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX O.C. (6063-T6 AL) 6 g(6 RamdBr. O°N: Fm41aa :-:- 1070TECHNGLOGYDRIVE EXTRUSIONS .c,<i-•I,.•• :.` Nevmsr o"� rswmxs N.VB•11C�FL 31175 me am u, /aif}am isoa SERIES 770 ALUM.SGD-LM IMPACT sawnmK om ser: a",emee &LYNN MILLER,P.E. - a'""�''0e� O1tl1eQB oaex CERT.OFAHTH.S2319B ® SGD-770 NTS 21 22 PGT0130 B P.E.#58705 JR 10/f0/14 ' f 0.718" 0.83' 3.802' 2.304" 0.752" I 3.802" L J 0,752" 0.885" 0.574" 0.796" 1.163"� 0.062" 0.080" 0.062" 0.062" 0.264" 0.075" 0.233" FRAME SILL P-HOOK MOUNTING P HOOK SCREW O$ 11 2s P-HOOK 2a zs 3o P-HOOK FOR BOX RISER SCREWCOVER OTRACK O OADAPTOR OCOVER 0.080" 6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" 4° 155"V2.44 0" A48 1.739" �( 0.0800.062" - �y 1.303" 1.600 0.133' 1.600 O.D62' 0800" 1.888" 016" I tLL] 0,325" I►- 3.125" F� 3.125" 0.062" INTERLOCK INTERLOCK 37 135°CORNER 32 135°FIXED MOUNT 60 STANDARD STILE s1 HEAVY DUTY STILE s2 65 ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" � ql 0.062" 1.304" .050" 1.050" 1.050" 0.075" 0.076' 1.6451.645" 2 .611�14 �- 485" 45" 3.25" 045" �-- 0.125- 0.281" 067 STANDARD ASTRAGAL ss HEAVY DUTY ASTRAGAL es TOP/BOTTOM 7/16"GLAZING 9/16"GLAZING OTTOM RAIL 7s so a1 - (6063 T6 AL (6063-T6 AL) (6063-T6 AL) BEAD( BEAD,FIXED BEAD (6063-T66 AL) PANEL CLIP (6063-T6 AL) (6063-76 AL) . 1.003" 1.03" 4" 21" PRODUCT REVISED 0.757" as complying with the Florida Building Code 0.080 NOA-No. 16-0629.06 0.050" O FIXED Expiration Date 0211712020 2.893" 105 PANEL CLIP 0.709" 1.498" 0.133" 0.133" ey Ej (6063-T6 AL) I9 Miami-0a roduct Cont of 10.863+ D.080" 550" FIXED PANEL 5.621" 0.709' 123 RETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL 0.080" (6063-T6 AL) 2'826" 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL 11e 90°CORNER RECEIVER (6063-T6 AL) los RETAINER,9/16" (6063-TEAL) i (6063-T6 AL) ansa er m� n".•cr�c - '. .'c>:. j 10707ECRNOLOOYDRNE EXTRUSIONS >'''.'r•:<�:�; ..- r �-iafi�wI4 �W N VENICE F7.30275r9+1Y4ao-1000 SERIES 770 ALUM.SGD-LM IMPACT rt°" A.LYNN MILLER P.E. CERT.OFADiK k202A0 SGO-770 NT$ "�" ^'22 PG711130 B P.E.#58705 JR _ j