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HomeMy WebLinkAboutProduct Approval (4) 3/12/2020 �g Florida Building Code Online v tw ({ ► BCIS Home ( Log In ; User Registration Hot Topicsj Submit Surcharge Stats&Facts j Publications 1 Contact Us BCIS Site Map Links Search E Florida RECEIVED �j � Product Approval (� (� ,� USER:Public User MAR 13 ' U9 i. Product Approval Menu>Product or Application Search>8p cation List>AW!cbtIQ E etail 6 ..ST. Lucie County, Permitting as FL# F FL251-R32 -H Application Type Revision RECEIVED Code Version 2017 Application Status Approved MAR 18 2020 *Approv DBPR.Approvals by DShaU b reviewed and ratifie by C and/or the Commission if t le�Ounty, Permitting Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Authorized Signature Jens Rosows i jrosowski@pgtindusF(eEEE® FOR Technical Representative Lynn Miller,P.E E C0MPLIANCE Address/Phone/Email 1070 N Venice,hFL134235G . LUMF COUN7Y Imller@pgtindust tri s.com42 Quality Assurance Representative Address/Phone/Email Category Exterior Doors ��� Subcategory Sliding Exterior Door Assemblies COPY Compliance Method 'fication Mar mg 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 01/27/2020 Date Validated 02/10/2020 Date Pending FBC Approval https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcr[FWoGgQjs4gJkxUg`/o3d 1/3 3/12/2020 Florida Building Code Online Date Approved 02/10/2020 Summary of Products FL# Model,Number or Name Description. 251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-1126.0l.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2025 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.01.p_df (NCA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-1126.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.02.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-0130.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2024 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-0130.02.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Reports .dent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Us Certification Agency Certificate Approve or use in HVHZ:Yes FL251 R32 C CAC 19-1126.03.pdf Appro ed for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Imp ct Resistant:Yes 02/17/2025 Des' n Pressure: N/A Installation Instructions Oth r:Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.03.pdf (NCA) or product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anc r type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Thir 251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-1126.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2025 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.04.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-1126.05.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2025 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.05.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGgQjs4gJkxUg%3d 2/3 3/12/2020 Florida Building Code Online 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 17042004.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2022 Design Pressure: N/A Installation Instructions Other, Please see Miami-Dade County Notice of Acceptance FL251 R32 II 17042004.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,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 R32 C CAC 19-0219.11.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2024 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-0219.1l.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 17042007.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 FL251 R32 II 17042007.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Mi[ Created by Independent Third Party: 251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 17042006.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 FL251 R32 II 17042006.Ddf (NCA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back lscrt • Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: tChE.•, RiA Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGgQjs4gJkxUg%3d 3/3 M IAM 1DDADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, 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 desc . erein, and has been designed to comply with the Florida Building Code, including the HighVeloci cane Zo e. DESCRIPTION: Seri s"SGD-770"Ain inum Sliding Glass Doors w/901& 135°corners—L.M.I APPROVAL DOC NT:Drawing No.PGTO130 Rev C,titled"Series 770 Alum. SGD-LM Impact",sheets 1 through 22 of 22,date 10/10/14 and 1 t revise /22/T9—,prepared b manufacturer, signed and sealed by Anthony Lynn Miller, beari the ' i-Dade County Product Con of a al stamp with the Notice of Acceptance number and expiratio ate by the Miami-Dade County Product Control' ection. MISSILE IMPACT RATIN : Large and Small Missile Impact Resistant Limitations: 1. Max eight(8)panels confi tion unit is allowed,having max nomi anel size not to exceed tested height& width per tables 1 thru 3. See she _ _ nd 8 forDes' sures(DP),glass types, Sill type for Positive DP limits,applicable Standard or Heavy Duty parts and anchorage requirements. See Typ.Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units.Pockets&Egress requirements to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#17-0420.12 and consists of this page 1 and evidence pages E-1,E-2&E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. -- NOA No. 19-1126.03 MIAMI•DAD6 coUNTY CE_xpirat:io:nDate: February 17,2025 Date: January 09,28020 l e PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals under file 915-1013.1.5 A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files See below) 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 I. 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.: PTL-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, RE.(Subntitted under NOA No. 09-082610) 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, FT-L-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024;FTL-6025,FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/00 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 3. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer)per TAS 201, 202 & 203-94, issued by Fenestration Testing lab(Test report submitted under file#15-0430.08) C. CALCULATIONS L Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014),dated 01/30/15;prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Ishaq L Chanda,P.E. Product Control Unit supervisor NOA No. 19-1126.03 Expiration Date: February 17,2025 Approval Date: January 09,2020 E- 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. V. STATEMENTS 1. Statement letter of conformance, complying with FBC-51"Edition (2014), 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° comers-L.M.I. expiring on 02%17/20. 2. Evidence submitted under previous approvals under file#16-2609.06 A. DRAWINGS 1. 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 02115/16, 06/07/16 and 06/20/16, all signed& sealed by Idalmis Ortega, P.E. C. CALCULATIONS (Submitted udder previous NOA) 1. None. D. QUAtLITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'" Edition (2014), dated October 8,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Test proposal No. 164152 dated 03/09/16 approved by RER. G. OTHERS 1. Notice'of Acceptance No. 15-1013,15, issued.to PGT Industries, Inc. for their Series "SOD-770" Aluminum Sliding Glass Doors w/900 &135° corners - L.M.I., expiring on 02%17/20. Ishaq 1.Chanda,P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17,2025 Approval Date: January 09,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous approvals under file 917-0420.12 A. DRAWINGS 1. Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact" sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer; signed and sealed by Anthony Lynn Miller, P.E. 13. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-61h Edition (2017), dated 04/18/17 and revised on 08/10/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 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. 16-1117.01 issued to Kuraray America,Inc: for their"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/10/17, expiring on 07/08/19. F. S'T'ATEMENTS 1. Statement letter of conformance with FISC-61" Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No.. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-7707' Aluminum Sliding Glass Doors w/90°&135° corners-L:M.I., expiring on 02/17/20. 4. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C,titled "Series 670 Alum SOD-Non-Impact, sheets I through 22 of 22,prepared by manufacturer, dated 02-02-14 and last revised on 11/29.2/19, signed and sealed by Lynn Miller, P.E. C. CALCULATIONS (submitted under file#17;0420.12) 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808-.02 issued to Kuraray America,Inc. for their"SentryGlasOO (Clear and 'White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS L Statement letter of conformance to F13C 2017 (0h Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER I. This NOA renews NOA 1117-0420.12, expiring April 07, 202-5. * �� Ishaq I. Chanda,P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17,2025 Approval Date: January 09,2020 E 3 TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Anchor Frame Min.Edge Min.O.0 Min. INCLUDING POCKETS & 90°/135° CORNERS Group Anchor Type Member Substrate On. Distance Embedment s Metal Thickness M12 16.8 SMS, Southem Pine(SG=0.55) 9116' 718• 1.318" GENERAL NOTES (F,=60 ksi,F"=95 ksi) All 6063-T5 Aluminum 318° 9116^ 0.090' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12410 SS SMS, A36 Steel 318' 9/16• 0.050" 2 DESIGN PRESSURES: A (Fy=90 ksi,Fn=110 ksi) Gr.33 Steel Stud 318' 9116" 0.045"(18 Ga) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete(min.2.22 ksi) 1-1/7 3' 1-318° B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 114^Elco Aggre-Gatot® Jamb I P•hook Filled Block ASTM C90) 2" 3" 7 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 ksi.F�-95 k9i Jamb I P•hook Hollow Block ASTM C903 2" 3" 1-114' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS At Southern Pine SG=0.55) 11 1" 13IB' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO [Lksi,F�=177ksi el SKIS(Gf.5) Southam Pine Aluminum=0.55) 9,116° 7 8' t 6° CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B 3 threads beyond All 6063 TS Aluminum 316 9'ts^ 0.090^ CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. l substrate) A36 Steel 3!8" 9/16" 0.050' GG 33 Steel Stud 318' 9/16" 0.045. 18 Ga 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1!4 FJco UltreConN} All Concrete(min.2.85 ksl) 1" 4• 7.318" 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 Jamb I P-hook Hollow Block(ASTM C90) t" G 1.114" NARROW JOINT SEALANT. ° All Concrete(min ,85 ksi) 2-112 4` 1-316" 6 REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR U4Elco UltwCo 0 Jamb!P-hook Filled Block!ASTM C90 2-117 4' 1-3f4" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. -1) Fy=155 ksi.F"=177 kei Jamb f P-hook Hollow Block ASTM C90 2-117 6" 1-114' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D001ead f Sill Concrete min.3.35 ksi 1' 4" 1.314" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 410 SS Elco CreteFlextl P-hook Concrete min 3.35 ksi 1° 6" 1.314' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER =127.4ksi.F"=189.7ksi /P-hook Hollow Block(ASTM C90 2.117' S' 1.114" CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southern Pine SG=0.55 T V 1-3/a" 9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1).WHERE SU TRATE CONDITIONAEOUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CHOOSE THEA GR THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3)FOR STEEL STUDS,MIN.FU-45 KSI,MIN FY-33 KSI. 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. TABLE B SEE DETAILS ON SHEETS 4&5 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. Glass Description(Listed from Exterior to Interior) Type ANCHOR NOTES G3 7116'Laminated:(2)Utes of 3'1(i"HS Glass wlth.o90"PVB Interlayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY G3A 9116'laminated:(2)Utes of 1141 HS Glass with.090'PVB Inledayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE G4 7116'Laminated:(2)Ules of 3116"HS Glass Wth.090"SG interlayer DISTANCE AND SUBSTRATE REQUIREMENTS. G4A 9116'Laminated:(2)Ules of 114"HS Glass with.090"SG Interlayer G5 1"Laminme r LG.:3116'T Exterior Cap+316'Air Space•Vier Laminated;f2)Liles of 3/16'HS Glass with.090'PVB Imedayef 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. GSA 1"Laminated I.G.:114'T Exterior Cep+5!16'Alf Space+7116"Laminated;(2)Utes of 3116"HS Glass with.090'PVB tMedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK. Yttoouc—f aFNSwW G6 T'LaminatedI.G.:3'16•TExterior cap+318-Air space+7fi6"Laminated:(2)Liles of3'1GHS Glass wiIh.090"SGlntedayer PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS "`amplyirig.1ththe lri•'OM GBA V Laminated I.G.:114'T Exterior Cop+5118"Air Space+T116"Laminated;(2)Ules of 3116"HE Glass w8h.090"SG Intedayer s uidmg Code G7 7/16'Laminated;(2)Liles of 3116'ANN Glass vhth.097'SG Interlayer INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS Acceptance n° G7A 9116'Laminated:(2)tides of v4-ANN Glass with.090•SG intedayer - DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1 X AND 2X BUCKS E:piralien (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER GO i^Laminated I.G.:3116'T Exterior Cap+318"Air Space+7116'Leminaled;(2)Utes of 3116•ANN Glass with.090'SG 4sedayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS j Da G8A 1"laminated I.G.:114•T Exterior Cap+5716"Air Spacer 7!16°Laminated:(2)Utes of 3116"ANN Gass with,090'SG Interlayer THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF "ANN"=ANNEALED "H5=HEAT STRENGTHENED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. "T"-TEMPERED GENERAL NOTES.............1 .oso"TROSIFOI! PVB BY KURARAYAMERICA,INC. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS "SG'=.090°8ENTRYGLAS©SY KURARAY AMERICA,INC. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, 1 l 11)1 SHEETS 6.7&8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16 MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY �`��QNB(LY.1N/I/���'7i� PANEL/SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO r•'' CODES I STANDARDS USED: CROSS SECTIONS............18,19 02017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST....... „20 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF `zC'•'• •.•�i l SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED '_ No.58705 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS....................21,22 ,t7 °ASTM E1300-09 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED ; BY THE AUTHORITY HAVING JURISDICTION. 0 : A. - l� oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION G_ oALUMINUM DESIGN MANUAL,ADM-2015 a, : OAS S100-12 1070 TECHNOLOGY DRIVE !0�'•, SATE =SC36o-10 N.VENICE,FL 34275 GENERAL NOTES AND MAP %�'•..F<oRtD,s'`.,•' `ems: (947)4ea16c0 ,,,,. S G eK sr. amw na CERT.OFAUTH.A29296 I�JTSERIES 770 ALUM.SGD-LM IMPACT '�,S,/0NA1 `�c ' JR 04/05N 7 C UPDATED TO FSC 2017,REVISED TABLES 1,Z 3&A ser..0"ar; s<nk s."a o,o.+,n n> A,t`.4AhIMkLW P.E. ' ere"nay: o.rc. «eae cy. pati: SGD-770 NTS 1 122 PGTO130 C P.E.tl56705 JR 10110114 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM ANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 t to ER TABLES 1-3 1z a CAN BE OXXXp. 90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION O w + OF ANY 2 STRAIGHT CONFIGURATIONS. t I 1 ig MAX.UNIT t3 � a °a h MAX.UNIT 13 J t i7ay 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT /, a t I'°d HEIGHT � / 1a I nd q I t I j { I I w "X"=OPERABLE PANEL, PER TABLES 1-3 I PER TABLES 1-3 % I r i o "O"=INOPERABLE PANEL, °a °w P"=POCKET DETAIL LETTER POCKETI � POCKET i y x w WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL W "c"=CONCRETE INSTALLATION 2 13 CONFIGURATIONS 1 ,3 CONFIGURATIONS —SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH � DLOWIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH NOM.P EL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ° L HEIGHT=DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 1 1 P TABLES 1-3 t t 1 3 —�`T--- t 1 1 Jw J �— 19 14 1 I MAX.UNIT w c tA 9N 9 t9 t 14 iooI MAX.UNIT t t3 t9 1 19 1 to i�Cv°` HEIGHT 1 t9 19 1 j�w� HEIGHT 1 3 79 19 jw PER TABLES 1-3 l' l� i r w i/ / // i��pABLES 1-3 i% i � �' I POCKET j vWi I I I I POCKET 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS w t 1w VRODUCTRENEwED 1 13 m complying with the M442 d. Aaep u CC No(S—1126 03 MAX.UNIT WIDTH MAX.UNIT WIDTH E:pirot o t3atx��j l j NOM.PANEL WIDTH , PANEL WIDTH oy I — 12 3 , PER S1-3 1 1 n6mmSDsdc udEaataei• PER TABLES 1-3 � l 19 7 1 2 1 13 llmL t9 io MIT t3 s 19 t t to m SEE MAX.UNIT HEIGHT NOTE PER SEE T .2THIS 1 i3 sHEIGHT 9 is 19 TABLPER TABLES 1-3 I Q t1?!+ I+ri, POCKETj 4`7i 1 EXTERIOR 12 3 1 N`yl\,: I (--- 1 3 5-PANEL CONFIGURATIONS CORNER,TYP. , , No.58703 1 3 1 3 1 — "- (OUTSIDE CORNER SHOWN, ;� INSIDE CORNER SIMILAR) = If �\ ]070TECNNOLOGYORIVE "•%"" ^,., �Tp fE..•urrr-JJJ I, N.VENICE,FL 34275EXAMPLE CONFIGURATIONS ;"r``'• �c p,.^;1oi`,.•'' i2: (941)480.1600 •:=eY " Rewatnn CERT.OFAUTR#29296 SERIES 770 ALUM.SGD-LM IMPACT � 4`�L �•,�` 11 1 JR oaro5�n C NO CHANGES THIS SHEEL s.funrom� a...c� An A,LYN�!Ir{ILLE'f't.P.E. aeon 5y: Dem: rraeecM aaza• O SGD•770 NTS 2 "22 PGTO130 C P.E.458705 JR 10110114 EXAMPLE CONFIGURATIONS MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 355-7/16-@ 96-HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 300-1/4'@ 120'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB NOM.PANEL WIDTH n LOCATIONS USING DETAIL"JW',"Je,-KW'OR"Ke INSTALLATION. PER TABLES 1-3 1 i EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp,OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 1 13 2)90-&135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT 1 19 1s 1 " 1 is OF ANY 2 STRAIGHT CONFIGURATIONS. m ddN Z�KN 1 1 HEIGHT lwQp I 96"OR 120' 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. J' f POCKET ")C'=OPERABLE PANEL, "O'=INOPERABLE PANEL, "p"=POCKET 6-PANEL CONFIGURATIONS f—DETAILLETTER MAX.UNIT WIDTH =WOOD OR METAL INSTALLATION \PV "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH wj SHEET NUMBER PER TABLES 1.3 U u n IN IT) DLO WIDTH=NOM.PANEL WIDTH-7" 1�lp Vfv DLO HEIGHT=DOOR UNIT HEIGHT-10.125" Ln MAX 77F1s -19-F 1"Ro PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" HEI 1.866- HEI 9 PER TABLES 1-3 !6 POCKET 7-PANEL CONFIGURATIONS rROUUCT wf'4FwFQ �'e'mqxyjag.ltb tm MAX,UNIT WIDTH „Gods Icy 1126.03 ACft9WA"NO NOM.PANEL WIDTH PER TABLES 1-3 1 13 r la�m lQv 1 4 MAX.UNIT 1 319 HEIGHT PER TABLES 1-3 A POO T PO JL IiL 8-PANEL CONFIGURATIONS - 7:� No.36705 s 1070TECHNOLOGYDRIVE TF N.VENICE,834276 EXAMPLE CONFIGURATIONS (),N A, �N�O.131 %k C NO CHANGES ZHIS SHEET, CERT.OFALITH,#29296 IERIES 770 M.SGD-LM IMPACT a, Or, A.LYNN MILLER P.E. 7-7JR��':�570`110114 31 3 ,22 7'pGT0130 P.E.#68705' GLAZING DETAILS (G3, G3A, G4, G4A, G5 &G5A) 7/16"NOM. 7/16"NOM. l"NOM. 3/16"HS GLASS--\ /16"HS GLASS 3/16'HS GLASS .090"PVB .090"PVB 090"SG 3/16"HS GLAS 3/16"HS GLASS 74 3/16"HS GLASS 74 318"AIR SPACE 74 3/16"T GLASS 82 82 —f,t� _ 83 EXTERIOR i �_" 3GLASS EXTERIOR 1 ! 3GIASS 124.127 3GLASS BITE lY� I` BITE BITE EXTERIOR ao ,, so 54 79 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16" MINATED GLASS TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS _ 114"HS GLASS 1/4"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS- 114'HS GLASS 74 114"HS GLASS 74 5116"AIR SPACE 74 1/4"T GLASS 82 82 rRODUCTRENEWED ---.-•— ........... 83 rl compt�tnZwltls the 57otidlf, 314"NOM. Irk 314'NOM. UnldingCode Z d3 EXTERIOR �� GLASS EXTERIOR �• GLASS 124-127 Iln 3/4"NOM. a pir�ntionDatc —I "3•F� G] SITE BITE I BITES EXTERIOR -r; t a a, e, 7e I��. • 54 54 55 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A �1Y LYRJTI ''�• gyp,:• .... GLAZING NOTES: i•!o,58705 "ANN"=ANNEALED — "HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. LC "T"=TEMPERED nW"pu: ' 1 7:1Ft� !1t "PVB"=.090"TROSIFOP PVB BY KURARAY AMERICA,INC. ro7oTECHNococrnRroE J •, :,V\ N.VENfCE,FC 34270 GLAZING DETAILS '%,'k� •.•FtoR;c4�.,'' \•1 "SG"=.090"SENTRYGLAe BY KURARAY AMERICA,INC. /9411480.1600 ra i, � ; r+ew� ocu Re.raon CERT.OFAUTH.#29240 SERIES 770 ALUM.SGD-LM IMPACT ifff A JR 04/05/77 C NO CHANGES THIS SHEET. sas.aaa.. suv. r^+'+ ro^a F.r. A.CvNN!r�tLL):�t,P.E. n"•*"r. m10 ena"e .aro a 50.770 NTS 4 -22 PGTO130 C P.E.#58705 JR 10/10/!4 GLAZING DETAILS (G6, GISA, G7, G7A, G8&G8A) 1"NOM. 7116'NOM. 1'NOM. 3116"HS GLASS 3/16"ANN GLASS 3/16"3/16'ANN GLASS- .090"SG .090"SG_ 3116"HS GLASS 090,SG3/16"ANN GLASS- AIR SPACE 3/8"AIR SPACE 74 3/16-ANN GLABS- 74 3/811— 74 3/16"T GLASS 82 — 83 3/16"T GLASS 314 NOM. r314"�NOM. EXTERIOR 314"NOM. 124-12 1 7 GLASS GLASS GLASS SIT BITE SITE BITE EXTERIOR EXTERIOR so 79 f 79 55 54 65 V LAMINATED I.G.GLASS,TYPE G6 7/16'LAMINATED GLASS,TYPE G7 V LAMINATED I.G.GLASS,TYPE G8 3/16"HS GLASS- 1"NOM. — 9116"NOM. 3116"ANN GLASS- 1"NOM. .090'SG— 114"ANN GLASS 3116" SG 3116"HS GLASS- .090'§G---N 3116"ANN GLASS 5116'AIR SPACE 74 114"ANN GLASS 74 74 1/4"TGLASS---, 1/4"T GLASS 5/16"AIRSPACE 83rrioncritEnVIER fl \ "mwpvywAItbtkFk*b 3/4"NOK nuldiag Code 3W NOM. EXTERIO 124.127 GLASS NOM. Ampla-NP GLASS 124-127 Irptioa M SITE GLASS BITE WERIOR r BITE J'y .01 Kiluli um$e -W"Mm EXTERIOR 79 <D 7955 f 54 55 1"LAMNATED I.G.GLASS TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A I"LAMINATED LIS.GLASS,TYPE G8A 01 'RIV LYNN GLAZING NOTES: No.587015 "ANN*=ANNEALED "HS"=HEAT STRENGTHENED "T.'=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. 1070TECHN0400YORI 1_9*.".I I PVB"=.090'TROSIFOe PVBBY KURARAY AMERICA,INC. VE IM "SG"=.09V'SENTRYGLAd'BY KURARAY AMERICA,INC. N.VENICE,Ft 34216 GLAZING DETAILS A - SJR 7 1�8­1 10 CHANGES THIS SHEET CERT.OFAUTh 0292S6 SERIES 770 ALUM.SGD-LM IMPACT A LY`N`14 k4'IUER*P.E _JR 10170114 sZ770 14TS 122 PGTO130 C P E.#$8705' TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: Sill Height to Max.(+)DP (for all approved configurations on Sheets 2&3) +601-60 psf (Water Infiltration Rating) For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height Door Unit Height (Flat or Box,see re Design Table applies to Glass Types 3, 80^ 84" 90' 96' Sheet 17) Pressure,psf 3A,5,5A,7,7A,8&8A andFlush-1-112" see note 3 the Stile/Astragal Types shown 69-718"OLD 73.718"DLO 79.7/8"DLO 85-718"DLO Low-2-1/2" +4667 below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3-1/4" +60.0 A B C D A B C D A B C I D A B C I D High-4' +60.0 Head/Sill C4+1 C4+t CS+1 C4+1 +1 C4+1 +1 C4+1 C4+t N C4+1 C/++1 C4+1 t C4+1 C4+1 SEE NOTES 1-3 24' DLO -lamb 8 8 8 8 8 8 8 8 8 1 8 8 8 8 1 8 1 8 8 P-crook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 Head/Sill 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 C4+1 C4+1 $ 30" DL0 Jamb 8 8 8 8 8 8 8 6 8 8 8 8 8 8 8 8 a 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 Head/Sill C4+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 G4+1 04+1 36' JDLOamb B29" 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a 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+8 1 7+8 OH LENGTH Head/Sill C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 F-. 2 42" DLO Jamb 8 8 8 a 8 8 8 8 a 8 8 8 8 8 8 8 = Z 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 0 Head7Sill 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 C4+2 C4+2 Csi+2 = OOI OH RATIO 2 1 �" DLO •lamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 =O o P hook 6+7 6+T 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 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. 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 W 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 2-112"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" rRUDucrcFNEWED ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. me°mplyialr iththe FwUb 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= Bold)-Code �t� ��� 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Accept ace Nom•6-03 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Expiration DateE�Q{" ey 1 I- ■etCoetr°t Interlock P-hook Lockstfle @Jamb Straight Astragal Lockstila @ 90'Astragal Locksti e @ 135°Astragal Lockstile @ Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Inside g Outside Corner Outside Corner i Corner a i� nside Corner Outside eCCornerInsidn �t r'`:`'�'�•titG6u''.',C'.�'�:;ita�� : Part#61(Stile) Part#61(Stile) k No.58705 Part#60(Stile) Part#119(Out.) _ Part#60(x2) Part#60 Part#60 Part 060 Part#118(Corner part#120(in. Parts#31&#32 Par[#61 _ Part#67(Astragal) ) ;-3 Receiver) (Corn.&Fxd Mount) 1 141 fi/.: 1070 TECHNOLOGYDRfVE1`� N VENICE.PL 34279 DP AND ANCHORAGE ,�j ""' r;a) /9411480-7600 .�.: 7////Qi'AL t•'t\� r os% n,•..wc CERT.OFAUTH.#19296 SERIES 770 ALUM.SGD-LM IMPACT SJR 04/0597 C REVISED rABLE I. so:,. n�.ra Hc. A.LYNN MILLER,P.E. o,.""er` JR wr":10/iD/i4 c�mexae..o" ° fSOO-770 NTS 6 a•22 PGT0130 C P.E.#58705 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 9o'or 135°comer units,see sheet 11 (May be limited by Table 2A) Door Unit Heigh Tape applies 10 Glass Types d.4A, 80" 6" 402" 144 1 6,6A,7,7A,8&$A and the 718" -1 -7!" LO 8S IB - LO - 'D 103-7/81 O StiSatAstragal Types snam below. Anchor Group Anchor p Anchor Grasp Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A a C D A B C D A. B C D A B C D A B C D A B C 0 1F r 1 +1 +1 +1 + + +1 Cot C4+7 C4+1 + +1 +f 4t +1 +1 + C4+1 +1 + +1 + +Y + +1 C4+1i + +t +1 + +Y C4+1 C4+1 24" DLO Jamb e $ 8 8 8 8 8 8 8 8 B $ 8 8 8 8 10 10 10 10 70 70 10 10 40 10 10 10 10 10 10 10 P-nook 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 8+9 8+9 a+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+70 9+14 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+y 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 30' DLO Jamb 8 8 8 8 a 8 a a 8 8 8 8 a 8 a 8 10 10 10 t0 10 10 40 to 10 t0 10 10 10 10 td 10 P-Maok 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7.8 7+6 7+8 7+8 7+8 7+6 8+0 8+9 B+9 8+9 8+9 8+9 8+9 6+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head+SlH Cfi+1 fA+t C4+1 C4+4 C4+1 C4+1 04+1 C4+1 C4+1 G4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" DLO Jamb s 8 8 8 8 $ 8 8 a 8 8 8 8 8 8 a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+6 7+8 1 7+8 7+8 8+9 8+9 6+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 35" HeadtS)ll G7+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 fA+1 C4+1 C4+1 C4+1 MC4C4 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 G4+1 C4+1 a 42' DL0 Jamb 8 E 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 YO 70 10 10 10 t0 10 70 10 12 t0 70 t0 P-hpok 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 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+70 9+10HeadtSiil C4+2 C4+2 04+2 C4+2 C4+2 C4+2 04+2 CA+2 C4+2 C4+2 C4+2 G4*2 C4+2 CA+2 fit+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 CA+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 Z 48- DL0 Jamb 6 8 8 8 8 a 8 8 B 8 8 8 10 8 8 a 10 10 10 1010 10 72 10 t0 t0 1210 10 10 P-hook 6+7 6+7 6+7 6+7 7*8 7.8 7+S 7+g 7+8 7+8 7+8 7+8 7+8 7+$ 7+8 i+S 8+9 8+9 8+9 8+8 8t9 8+9 9+10 9+10 9+10 9+10 9+10 9.70 9+10 9+10 Head(Sill C4+2 C4+2 C4+2 C4+2 C4+2 C442 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 " DLO Jamb 8 8 8 8 8 6 a 8 10 8.... 8 8 10 8 a 8 P-hook 6+7 6+7 $+7 6+7 1 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 1+$ 7+8 7+8 Not available In these sizes Hoad/Sitl C4+2 C4+2 C4+2 C4+2 C4+2 C4t2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4*2 C4+2 G4+2 60" 1 0 Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+6 1 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH= NOTES: 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL. NOM.PANEL WIDTH-T' 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: DLO HEIGHT= POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.{+}DP �" DOOR UNIT HEIGHT-10.125" (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water infiltration Rating) OH LENGTH �- 3)4",3-114"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" Silt Riser Height PANEL HEIGHT= SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX, (Flat or Box,see (+)Design (9 DOOR UNIT HEIGHT-1.866" ,p POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure. Sheet 17) f z o OH RATIO Z 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-1/2" see note 3 p o YrRODUCT ENrm tYr NOT RATED FOR WATER INFILTRATION. Low- 1-1/2 +46.te asemplyb 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-3-1l4" +6.6 AcaptaBulding Co Ne(y 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Acorptanc Naj 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO Bcxplonion E High-d" +60.0 QH LENGTH = INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT MiamiDndrP odCooAo 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 @ lamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135"Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Inside w Outside Corner Outside CorCorner w-=�� � 1t� y' r t y-� t t-y-� 11111111! L}'Pip 'rr r InsldaCorner Corner Outside ti��,`�, ••�1C{;;�s,.��frl`,r'J Corner :�.• •,std Fart#61(Stile) part#61(Sifiej #,ro.587Cr` Pari#61{x2j Part#61 Part#61 Part 67(Astragal) Part#61 Part#118(Corner Part 4119(in.) Parts#31&#32 Part#61 " Part#67{Astragal) Part#124(in.) — . Receiver) (torn.&Fxd Mount) r070TECHNOLOGYDRIVE o"n+,'n,.r :(} ST-rye + � � N.VENICE,FL 34275 'i Fj „��`'•�� DP AND ANCHORAGE (841)480•1600 �;. ---. i�(jr1 '•.,GRID,,.•''���� e"JRr, 0410&17 `c` REVISED TABLE 2,REMOVED EXAMPLE. CERT.CFAurx.M298 SERIES 770 ALUM.SGD-LM IMPACT r�+iNAI S¢+xxNa'"C Sni": .9r,n. �y 6mK ntG•�• A - 1 o.0: cnaam ey mm' ® SGD-770 NTS 7 d 22 PGTOl30 C A.LYR,E.#B 05 PE JR !0/JOJi4 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"comer units,see sheet 1 S (May be limited by Table 3A) (Water Infiltration Rating) Table applies to Glass Types 4,4A, 80' $4" Door Unit Height Sill Riser Height 90" 96" i62° 108' (+)Design 6.6A,7,7A, 8&8A and the 69418"OLD 73-718"OLD 79-7 8 DLO 85-718"DLO 8"OLD 01-718" (Fiat or Box,see Pressure,psi StilelAstragel types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Sheet 17) A B C D A B C D A B C D A B C D A B C D A B C D Flush-1-1/2" see note 3 sign ressure +-9.0 Ps +, ps +- • Pat Low-2-1! +46.6 HeadlSill C4+1 C4+t C4+1 C4+1 C4+j C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4*Y C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 -3.1/4" +60.0 24' DLO Jamb 8 8 8 8 8 $ $ 8 8 8 8 8 8 B 8 8 10 10 f 10 1 10 10 1 10 10 1 10 High-4" +90.0 P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+$1 7+8 1 7+$1 7+8 1 7+8 1 7+$1 7+8 1 7+8 1 7+8 1 7+$1 7+8 8+9 8+9 1 8+9 8+9 8+9 1 8+9 8+9 8+9SE��E NOTES 1-3 Design Pressure +I-gaopsf +/-82.5 psf +/-75.0 psf 23" Heawsiii C4+1 1 C4+1 1 C4+1104+1 I C4+1 I C4+1 I C4+1 04+1C4+i I C4+1 C4+1 C4+1 114+1 Cd+1 C4+1 C4+t C4+1 C411 C4+1 C4+1 C4+1 C4+f C4t1 C4+1 DLO Jamb 8 a 8 8 1 8 1 8 1 8 1 8_-1=t0-4_$ 8 $ 10 8 8 8 10 10 1 10 1 10 10 10 101 10 2' P-hook 6+7 6+7 6+7 6+7 1 7+$1 7+8 1 7+8 -7+8 T+$1 zt 8 7+8 7+$ 7+8 7+8 7+$ 7+$ 8+9 8+9 $+9 1$t9 8+9 $+9 8+9 8+9 3' Design Pressure +/-90.0 ps! +1.82,5 psf +/-75.0 psf a 36„ O Head/Silt C4+1 C4+1 C4+1 C4+1 C4+1 C4+Y 1 C4+i C4+1 C4+1 C4+1 C5+1 C6+i C4+1 24+1 C5+4 C5+1 C4+1 C4+1 C$+1 CS+; C4t1 C4+1 Jamb 10 $ 8 8 10 8 8 8 8 8 12 10 8 $ 12 10 10 10 A+11 0 10 10 10 lo6+7 6+7 6+7 7+8 7+$ 7+$..-7+8 7+8 7+6' 7+$ 7+8 8+9 8+9 eta B+9 8+9 8+9 8+9 8+9 8+9 $+g 8+9 8+9 zDesign Pressure +/-90.Opsf +1.82.5 Pat +/.75.0 psf OH LENGTH !~*- 42" 35° HeadtSiil C4+2 Cr}+2 C4+2 C4+2 C4+2 C4+2 +2 C1+Z C5+2 C5+ZrCS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 DLO Jamb 10 8 8 8 10 8 8 12 10 8 12 10 812 10 10 10 12 1DP-hook7+8 7+8 7+8 7+8 7+8 7+$ 7+$ 7+8 8+g B+g 8+99 8+9 8+9' 8+9 -.1c. 8+9 8+98+8 8+9 g+g $+g 1$+g 1 g+g Design Pressure +f g00psf Sea Note A ow. +/-62.5 psf +/-75.0 psf S � OH RATIO 2 1 48" 41' Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C6+2 C5+2 C5+2 CS+2 C5+2 C5+2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+Z C6+2 CS+2 CS+2 Oi p DLO Jamb 10 $ 8 8 12 10 8 8 i2 1D 8 8 +1 12 8 8 14 12 10 10 14 10 10 10 1 P-hook 7+8 7+6 7+8 7+8 8+0 8+9 8+9 8+9 8+9 g+g 6+9 $+9 9+10 9+10 +10 9+10 9+1019+1019+10 9+10 9+10 9+10 9+10 9+10 NOTE A:+1-90.0 PSF FOR GLASS TYP S ,4A,6,6A,7A, 8&8A;+/-87,1 FOR GLASS TYPE 7 NOTES: EXAMPLE ON SHEET 9 OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO=OH HEIGHT 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 DLO WIDTH= DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7" UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"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 CRODUCrREHr WED TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= re eomPlying wtlh tlmYIX 4" BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 9Aa:i�lmceh,(�-p2t•o; 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Esyirndcn Date 2 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 1f. I-y21 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO 13E INSTALLED. tut4laa#m.; 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. Eiiarvi Daft Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile a - Heavy-duty Astragal Outside Outside Inside Lorne Corner - \ttt{Iltl7irlry, Inside .t 'ivr Corner Outside Inside Comer Corner , °f'r Part#61{Stile} Part {Out). #61(Siile) Pan#119 Part#62(Stile) yr: No-5$705 Part#61(x2) Part#51 Part#61 Part#61 Part#118(Corner Parts#31&#32 Part#6i Part#68(Astragal) Part#120(In.) Receiver) (Carp.&Fxd Mount)1 a t� ~ '• j . �tZ` le7e 7ECRNDLOGYDRlVE Dwa7'+b �>\'• A7,-O, N.VENICE.FL 37275 DP AND ANCHORAGEr�C�tS''•;`<ORIDa..•'•\\ � "y. .m:JR 1 .• SERIES n JRsr. 0410!V17 �4 eTweC+e"sy,RaEu.V.•tSEDTA$tE3,ADDEDFXAP£ CERT. fFU7'H.H2926 SocxkR�tES 770 UM.5GLM IMPACT I— � i C 1 lLrYrNtN11M1Irltt,tPatE.� sS82 PGT01a 053D , NO FRAME '9+10"P-HOOK ANCHORAGE CONSISTS OF: ——— SEE-CSCLUSTER SEE JAMB -HOOK ANCHORS, (9)P SEE"C5'CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE ,REQUIRED @ (PERPENDICULAR TO GLASS SEE"CS"CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK NOTE, DETAILS,SHEET 10 FOR REQUIRES SHEET 10 FOR INTE THIS POCKETS INTERLOCK CLUSTER, 24°MAX.O.C. AND 48"NOM. SHEET SEE POCKET (10)P-HOOK -------- PANEL WIDTH DETAILS,SHEET 11 x JAMB x x MOUNTING _x xx X X xti x x X 6°MAX S"MAX K INSTALLATION, ADAPTER x x x x x 411! �S' THIS SHEET ANCHORS MIDWAY x x x w SHEET '01 3"MAX. 14 BETWEEN P-HOOK ANCHORS&AT 3" 0' 4 PAIRS OF Sp—FRAME ANCHORS FROM TOP& 14'MAX.0,C, 0 ANCHORS 96* BOTTOM 'w .6 21'MAX (TOTAL 8 1 7- UNIT ANCHORS) 4.051" MAX.TO OPENING ! I 01 0 9=P-HOOK HEIGHT O.C. PER JAMB EDGE OF POCKET SEE (SEE JAMB �" M-X-O.C. 0 ANCHORS x x INSTALLATION DETAIL DETAILS'Jc'&'Kc' z END PANEL SHEET 14&PARY m o=P-HOOK BELOW) o Lu ;0 MOUNTING \—ANCHORAGE DETAILS'J'&'K', 7i ,MAX ADAPTER O.0 24"MAX (2 ANCHORS) SHEET 19 FOR 101 ANCHORS . P-HOOK j ANCHORS x END PANEL ANCHORAGE ENO PANEL x x x --��x�).'�. ANCHORAGE x 7%�Ilx x�_x 61 MAX, ANCHORAGE(SEE .51 " T �: - ' x X, (SEE SKETCH BELOW) \_'+2' *+21 SKETCH BELOW) 8'MAX.,TYP. �-2 CENTERLINE ANCHORAGE GE ANCHORAGE OF PANEL I ANCHORAGE ANCHORAGE ANCHORAGE 24"MAX. EXAMPLE:5-PANEL,2 TRACK,90'OUTSIDE CORNER-pXXlXX0-EXT.MOUNT POCKET ANCHORAGE 2.04" IV O.C. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) /--6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1)APPROVED ANCHORS:SEE TABLE A,SHEET I END PANEL ANCHOR EXCEPTION,("11"AllrHORAGE ONLY) ANCHORS MAYBE ADDED 2)ANCHOR LOCATION SPACING FOR ANCHOR URS IANQE TO._g_T AS NEEDED TO ALIGN THE CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: CLUSTER TO BE EXTERIOR HEAD OR SILL IF A SPLICE i 24'O.C.OR LESS 48" L 2�7 OCCURS AT THE P-HOOK. 1 21" NOM. INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. MAX USE SPECIFIED CLUSTER FROM APPROPRIATE O.C. rRommormM WIDTH \—DETAILS,SHEET 10 TABLES,SHEETS 6-8 AT EACH INTERLOCK AND as compbw.with tbvfkdm STRAIGHT AND CORNER ASTRAGAL LOCATION, ag c 'K ANCHORS AT THE MIDPOINT OF I F END PANELS ARE ONLY 5.64 PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR lance No ---"2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24-,OTHERWISE ANCHORS ARE NOT 3.5-1 ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE 1 6'MAX. I 1h f LCENTERLINE JAMBS&P-HOOKS.,6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR D.C.(JAMBS).14"MAX.ANCHOR OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE F__�_2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB ANCHOR PAIR REQUIRES /,,—"+2"ANCHORAGE SEE"C5"CLUSTER END PANEL -C6'CLUSTER,SEE CENTERLINE DETAILS,SHEET 10 CENTERLINE ANCHORAGE EETly �_ FOR ASTRAGAL DETAILS,SH OF OF (2ANCHORS) 4.051" -1 t-- 3.5" _\ I 1 MAX. INTERLOCK ASTRAGAL 4 v'/I jo IiN _yz x A_-, . . ..... ............. 4 EXTERIOR w1 CENTERLINE k P 7 0 S OF PANEL 3 "+2"ANCHORAGE---/ CENTERLINE "-2-ANCHORAGE--/ CENTERLINE OFPANEL4 OF PANEL 5 Z",SHEET 11 FOR OTHER INTERMEDIATE ANCHORS lazo TECHNOLOGYDRI �0_ 0 it VE 2,N `11 ATFF CF N.VENICE,FL 34275 ANCHORAGE SPACING&EXAMPLE'PLANS '4 (941)46a 16W JR 0410!V17 C CORRECTED EXAMPLE TO UPDATED ANCHOR UTh#29296 SERIES 770 ALUM.SGD-LM IMPACT SJ-,VIAL VALUES. CERT.OFA :RT it I—n WILLA"' JR 10/la(14 SGD-770 22 A.LYNN P.E. NTS 1 9 PGTO130 C P.F-#58705' 6" ASTRAGAL OR _ ICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 4 ZrefINTE K SIF INTERLOCK--I CONDITION,USE INTERLOCKIF NEEDED 2.04- :RLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE — lls" 3.5" EXTERIOR 6"OIAG. 7- 7- 1,75" 21' MAX. EXTERIOR O.C. 2.0 3'6" ASTRAGAL OR ICE �ATION '.o�IF�NEEDLEODG ry 46-;D I -j -e2.0 2.0 2.04' F a 21" 1 5 64' MAX. I jv V 2.W EXTERIOR DIAG. 7" 3.5F' D.C. Zf 7 EXTERIOR 7" EXTERIOR f KFRAME HEAD/SILL INTERLOCK -T C L 0 7' V M V MAX. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL iLL� 1 5.64' ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK (a-)ASTRAGAL OR INTERLOCK ASTRAGAL -MSEV-HERE 4 CLUSTER (USE WHERE 6 CLUSTER W 6CL �!-TRAC L (USE 6 CLUSTER PC, MB ANCHORS ARIEREQ41RED.�.ANCHORS ARE REQUIRED,-CS-) ANCHORS ARE REQUIRED,�CV) __-E�6"MAX, 'HO 11 R PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR J_SPLICE LOCATION 6'DIAG. FRAMEJAMB INTERLOCK-�-IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK-1 IF NEEDEDEXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE i "C6"CLUSTER DETAIL) CENTERLINE 2.04"�— 3.5' 3,5" 3.5-1-- 7- 4� ANCHORS MAY BE INSTALLED 0 21" 1 EITHER IN THE EXT.OR INT.TRACK—2.04" 4"DIAG� MAX. K(INT.SHOWN) 4.08' 4,08' ........ O.C. 5.64" 2.04" NOTES: 1.ALL DIMENSIONS SHOWN 4z� --- - - -- ==# EXTERIOR �R ARE BASED ON MIN. 7- L 7- --T 4'DIAG. ftX�RIOR—[ 1511 R3.6 AME HEADISILL A ALLOWED. 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL t5 3-T CK F 6�MAX. 2.FOR HEAD OR SILL SPLICE ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK LOCATIONVANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMS P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,-CY) ANCHORS ARE REQUIRED,"C6-) ANCHOR PAIR rftoI)llCf RENEWO Es complying with the Wdft ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED Ditiding Code INTERLOCK-[-*iF NEEDED (FOR SPLICE CONDITION, NOT CONDITIONS ONLY: A mP I a$1-ii*- INTERLOCK CONDITION,USE INTERLOCK explmoo" CENTERLINE t CENTERLINE i "C6"CLUSTER DETAIL) CENTERLINE USE THIS DETAIL) SPLICE LOCATION By 1.75" IFNEEDED 3.5- 3.5' 3.6' 7" 3.5" tstiastiD- tdct'1c�xt3• AG 2,04" 2.04' 2.04" LAS 37"—DIA,G-. 4DIAG. 4.0 o —4"DIAb.. ......... 2.04" 7- 7" EXTERIOR EXTERIOR •XTERIOR 3.1" 15 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL .154-TRACK FRAME HEAD/SILL 7u- ASTRAGAL OR INTERLOCK 0-ASTRAGAL OR INTERLOCK R ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"CB-') ANCHORS ARE REQUIRED,-C4") ANCHORS ARE REQUIRED,-051 WITH&WITHOUT SPLICE CONDITION 1070 TECHNOLOGYMVE 4 IV.VENICE,FL 34275ANCHOP.4GE,EXAMPLE CLUSTERS JR M T NO CH"WS THIS SHEET. CERT.OFAUTH,#29298 SERIES 770 ALUM,SGO-LM IMPACT IL P.E. MITI 1�2T�—.;;,m I NTS 1 10 �22 l-l' ojLYNhI pGTo130 c P.E.9 68705 JR 10/1 2.04' 2.04" INTER 2.04" INTERIOR 2.04" "+1"ANCHOR R INTER'JO71 INTERIOR 7- 4"DIAG. A 4"DIAG. 8.94 6.12" 3.5" INTERIOR j INTERIOR rs 7 3. 90. 1 3 fNTERI0 INTERIOR EXTERIOR CENLINEOF PANEL EXTERIOR DIAG, 4'DIAG. 3.6" 3.5. 4" 3 5" 4 k-\\ 2.04"1 EXTERIOR 2.04" 7-—1 / 2.04" EXTERIOR 4 2.04" 7" 4" "+2"ANCHOR EXTERIOR EXTERIOR 8.94" 2. 4- 90"CORNER 90°CORNER 135°CORNER 135°CORNER 4"DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL '3.5- (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE ANCHORS ARE REQUIRED.'C4 ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C6") OF PANEL INTERIOR EXTERIOR INTERIOR 4,08" 4" "+1"ANCHOR "+3"ANCHOR INTERIOR INTERIOR, 7.41" 135' -37 1 EXTERIOR 4'DIAG. LIA 7 — 4,08" 71 5.37" A,5.---- 4.0W 5.37 IAC7' ........... �--CENTERLINE CENTERLINE OF PANEL 4- 3.5 IG, OF PANEL 2-TRACK FRAME HEAD/SILL EXTERIOR 71 EXTERIOR 7" 4" INTERIOR ON "+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT 90° 0 UTERI—OR ALL 0*C 135°CORNER - --VIEWS 3-TRACK FRi ILL 3-TRACK FRAME HEADISILL 10; ('C6"ANCHOR CLUSTER REQUIRED (7g62 ANCHOR CLUSTER REQUIRED L AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) INTERIOR 12" — 2.04" J 11 6d3 2.04" INTERIOR o"IcIfitecde EXTERIOR Aa^cptoaceNo (9- .12" 3.5' 4' 5.88, ENTERLINE INTERI INTERIOR 903.5' 63 "+3'ANCHOR 4- 2.04" A 7- 6.12" 3.5" 4.08- 6.12" 7" EXTERIOR 1 3.6" 4' 7, DIAG. 3.5" 2.0 1 ---4 yttfttttrrt 4 3.5" EXTERIOR EXTERIOR 4- LYN, 2.047 CENTERLINE 4'N 90`CORNER 135*CORNER I OF PANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL (18!'ANCHOR CLUSTER REQUIRED (-�g82'ANCHOR CLUSTER REQUIRED NO.5,`!705 AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) NOTES: o" 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 70 TECHNOL06YDRIVE 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE 10 N.VENICE Fl.34275 7ZHORAGE,EXAMPLE CLUSTERS IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)460-1600 ""-& ...... —1. (-/0.4/77 I RlCERT.OFAUTH,#29206 SERIES 770 ALUM,SGD-LM IMPACT /0m'L JR 0410&7 7 C NO CHANGES THIS SHEET. I i!I t*'I I i JR Ts I,-1� -22 A.LYNN MILLER P.E. PGTO130 P.F-#SP05' 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 2-1116"' 2-1116" EXTERIOR 1/q" —.—_, 1/4" _-- _. ------- .....- 1/4" NOTES! ALL DIMENSIONS —......— ,--.—.-..•... -_�: _ .. .moi -- MAX. I MAX. SHOWN ARE BASED —_---•� i- MAX. -pis �-�— �--�.,i 'C= EXTERIOR 4'�` (� /1 EXTERIOR I SHIM ON MIN.ALLOWED. SHIM _ 7� - ---7 SHIM ---- -.._.... __.. _ 2.METAL OR WOOD -- -------- EMBEDMENT: - SUBSTRATES MAY BE SEE TABLE A, �� � � � ,---- � � USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A.SHEET 1 DIAGONAL O.C.IS 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) \,�wj WOOD INSTALLATION W WOOD INSTALLATIONCw METAL INSTALLATION OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP„ METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(114"MAX.) SHEET 1� 1 SHEET 1 - od (1/4"MAX.) =1_—' :1 (114'MAX.) - t__ a EXTERIOR I.�-_=`—�---__ EXTERIOR I �_ - �--- .-- EXTERIOR�li — EMBEDMENT:SEE a TABLE A,SHEET 1 2-1/16" 2-1/16" EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dw WOOD INSTALLATIONEw WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT:SEE r2000CTRENEWFO TABLE A,SHEET 1 i� w eomplplog-M We PlorW i aarvtnn�xNo\9•l t Z 6.03 EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: FsPirotbo 0'f�_=t1-I Fra SEE TABLE A, 2, •�q._t Tam EMBEDMENT:SEE METAL TYP„ I SHEET 1yoyrJFradaICarX76b I 1�I EDGE DISTANCE: SEE ANCHOR j TABLE A,SHEET 1 l-I I NOTE 4,SHEET 1 2X WOOD (Tr• EDGE DISTANCE: y�y/OOD (if 'II(��h I SEE TABLE A, �1 SEETABLEA, 'I!•.I,/IJ` SHEETI TYP.,SEE ANCHOR 1�I TYP.,SEE ANCHOR \! {; !; SHEET 1 f'i1` 2-1/16"' NOTE 3,SHEET 1 NOTE 3,SHEET 1 ( 1 SMS ANCHOR TYP., SEE ANCHOR NOTES 2-1/16"' i'' � i WOOD ANCHOR TYP., ` 1 i1%A 2-1116"' &TABLE A,SHEET 1 I I� WOOD ANCHOR TYP., 1:1a '�� I MIN.OF 3 11I 1I I 1 SEE ANCHOR NOTES 1 . &TABLE A,SHEET 1 1,1": I 1"' SEE ANCHOR NOTES �,I THREADS �aY I rpp�l.iu,flt, •J I-- I =�'�r\`,>,.0•'-..J- ••C•h•.'F..51. ''?•%&TABLE A,SHEET I EXTERIOR BEYOND THE METAL �EXTERIOR SUBSTRATE —EXTERIOR V114"MAX.SHIM JD.1/4"MAX.SHIM 1/4"MAX.SHIM i 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Gw WOOD INSTALLATION Hw WOOD INSTALLATION METAL INSTALLATION �r,--i'-`•- rA ( .,- :!` 1070 YECHNOLOQY DRIVE DiioiOvi .� •/� N.VENICE,FL34275 ANCHORAGE DETAILS ;;;�5;'••:`<o;;lo�,.•��$; (941)460.1600 r,4 .'�'JI.//.4 \` xnxaeY wm Aawamr CERT.OFAUTH.A79796 SERIES 770 ALUM.SGD-LM IMPACT JR 04.'05H7 C NO CHANGES THIS SHEET, F.vwa. s.a: LYNNIULER,P.E. n.+"n n>: w9: c,aMrny.nolo: SGD-770 NTS 12 W 22 PGTO130 C P.E.#56705 JR 10/10/94 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: ED E• STANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CON C E � CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TBL TABLE A, ET 1 ON MIN.ALLOWED. A S EET 1 2-111 PER TABLE 2-1116" PER TABLE 2-1/16"'— E — A,SHEET 1 _—_ — A,SHEET 1 _ _ 114" •DIAGONAL O.C.IS -- XTERIOR I• •• ''1I ' •.^. SHIM MIN 4"(HEAD&SILL) a - :JI — — OR 6'(JAMB)SEE �_. _�. . :. M EMB DMENT: .� 114" EXTERIOR } 114" EXTERIOR Fn DETAILS,SHEETS SEE/ ABLE A, MAX. a SHIM MAX. a 10&11. �SHEET 1 SHIM ROPERLY SECURED 1XTaETE ANCHOR T` ., PROPERLY SECURED 1XTCaONCR�ETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE CHOR NOTES& WOOD BUCK TYP.,SEECHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK NCSLLDFRAME D ACONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCH R SEE ANCHOR NOTE 5,SHEETNOT 5, NOTE 5, 1(114"MAX.) SHE 1� SHEET 1� j y� (1/4" ) - (1/4"MAX.) — J EXTERIOR T. EXTERI R , EXTERIOR + _ CONCRETE 2-1/16"" 2-1/16"• 2-1116"' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL Oc CONCRETE INSTALLATIONEc CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE rROI7UCTRENEWFA TABLE A,SHEET 1 uxcampiyingwlththcflolL t)uMing Code EMBEDMENT:SEE �i 7 AKapIMaNO��'(t2`'63 TABLE A,SHEET 1 -'I 1111 EDGE DISTANCE: Expirmfnn unes�_(y y� EDGE DISTANCE: SEE TABLE A, t "J PROPERLY SECURED By EMBEDMENT:SEE ONC./CMU ANCHOR - i 1X WOOD BUCK TYP., :I SHEET 1 SEE TABLE A, Ef¢miiksdc sctCam+s•{•~ TABLE A,SHEET 1 —~I TYP„SEE ANCHOR ( SHEET 1 SEE ANCHOR NOTE 3, I ROPERLY SECURED 1rj. : 'EDGE DISTANCE: NOTES&TABLE A, yI' SHEET 1 u•. SEE TABLE A, SHEET 1 2-1/16'' 1 WOOD BUCK TYP., SHEET I i i 2-1/16 S E ANCHOR NOTE 3, i!I, CONC./CMU ANCHOR 1 SHEET 1 1 I`;1 �� TYP.,SEE ANCHOR + "'2_1/18^• PROPERLY SECURED i NOTES&TABLE A. CO C./CMU ANCHOR M�I 1X WOOD BUCK TYP., I P.,SEE ANCHOR l `_� SEE ANCHOR NOTE 3, I` SHEET 1d1l: , i CONCRETE N TES&TABLE A, �''' CONCRETE OR CMU 11 I I f t!r �,r SHEET 1 II' OR CMUI PER TABLE ,��+ EXTERIOR 'JY CONCR E eI ' v',..••••.,, SHEET 1 PER TABLE A,SHEET 1 1� OR CM EXTERIOR t �y �.ICEVgF'•, I" PER BLE n_ i A,SHEET 1 J :• tc 1/4"MAX.SHIM —I If A EET 1 V 1/4"MAX.SHIM 1/4"MAX.SHIM I-- No.567 2-TRACK FRAME MB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB y ~- Gc CONCRETE/C INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETEICMU INSTALLATION :: ` 1070 TECHNOIOGYDRIVE awra�. �0` •TgTE / N.VENICE.FL 11475 ANCHORAGE DETAILS %�`;'••°=Ori;U+`..••'\L� MI)480-1600 1 50 r. Rwma:>• cERT oFAUTH 1�2szss SERIES 770 ALUM.SGD-LM IMPACT /l it 1�1111` JR 04/05/17 C NO CHANGES THIS SHEET smua+"er swr a^n+ o-. "^ +'Qi A LYN, M�I i-R.P•E. tr•.m rq: _10/ 10 anaea sr.a,�' E SGD-770 NTS 13 m 22 PGTO130 C P.E#5870.5 JR lOifO/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 WATER SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER INFILTRATION CONC./CMU ILLUSTRATIVE WOOD ANCHOR TYP., ANCHOR TYP.,SEE PURPOSES ONLY.SEE SEE ANCHOR NOTES TABLE A,SHEET 1 FOR EMBEDMENT: -- - &TABLE A,SHEET 1 26 ANCHOR NOTES& ALL APPROVED SEE TABLE A, _ TABLE A,SHEET 1 �._. (ALSO SEE TYP. SUBSTRATES. SHEET 1 -_—— -_ - 29 ILLUSTRATION,SHEET 9) r 1-1/4"MIN.EDGE DISTANCE _ - DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, EN SHEETS 6-8 FOR ' - TABLE A,SHEET 1 EMBEDM T. REQUIRED P-HOOK SEE TABLE A, P-HOOK MOUNTING 26 SHEET 1 ADAPTER CONC./CMU AND P-HOOK EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., nn� ANCHOR TYP„SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES 8.TABLE ALSO SEE EXAMPLE CONCRETE OR A,SHEET 1 &TABLE A,SHEET 1 EMBEDMENT:SEE ON SHEET 9. (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE A SHEET 1 ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER Jw PARTS#18 #20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU EMBEDMENT:SEE CMU PER TABLE NOTE 4,SHEET 1; ADAPTER SMS TABLE A.SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A.SHEET 1 ANCHOR TYP.,SEE -- ANCHOR NOTES&TABLE A,SHEET 1 BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE &TABLE A,SHEET 1 (ALSO SEE TYP. 28 (ALSO SEE TYP. EMBEDMENT: I•; , ILLUSTRATION,SHEET 9) rRUOUCP RENEWED a+coal 7 m w SEE TABLE A, rr'a ehdtFbT!! ILLUSTRATION, � 28 Dnldiag Codc SHEET9) SHEET 1 naepinaa No I 2d'a 3 EMBEDMENT: ) expindw Da10 2� SEE TABLE A, LL DISTANCE:SEE SHEET 1 -• 1-1/4"MIN.EDGE DISTANCE Hy - TABLE A,SHEET 1 PA.Gi Dads +et Co6L1od 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES R ANCHOR TYP.,SEE `fly &TABLE A,SHEET 1 f1 ANCHOR NOTES&TABLE (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS ```i i 1 Kw PARTS#19.#21,#23 OR#25, Kc PARTS#19 #21 `#23 OR#25, `�-, Jx- (•Y l i1, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR `�����•, �icera q•1/!� SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No.52%05 /I c 1070 TECHNOLOGY DRIVE �""' so-. f fn�0 I 1 N.VENICE,FL 94275TAILS ANCHORAGE DE ��n,�•, Ft ��,. (941)450.1000 0,11C 46y: o.,a rteveimr CERT,OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT "er. o"e �a�a, wm swvsrca.a77o s.,e e, a"•'"T"'. N�.'•.i JR 04/05/17 C NO CHANGES THIS SHEET. NTS LN e 5Aios JR 10110114 CONFIG. EXAMPLES MAX.UNIT WIDTH HEADER DETAIL'N, 'MAX,UNIT WIDTH SHEET 18;INSTALLATION MAX. NOM.PANEL WIDTH DETAILS'A&&Ac', DLO, TYP.PER TABLES 1-3 SHEETS 12&13 WIDTH INTERIOR NOTES: 1)SEE SHEET 17 FOR INDIVIDUAL EXTERIOR PANEL CONFIGURATIONS AS 90, APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'NZ, PANEL HEIGHT AND WIDTH,SEE TYPE 1QS! 'AS' TYPE SHEET 19&CORNER SHEETS 18&19 FOR SECTION W W ANCHORAGE SHEET 11 DETAILS AND SHEETS 12-14 FOR Nom. NIT INSTALLATION DETAILS. PANEL MAX- HEIGHT INTERLOCK DETAIL MAX. ; PANEL A 'NZ IL L 7 PE CORNER 'A SHEET 1 1 INTERLOCK DETAIL 1. PANEL DLO PER -W,SHEET19 2)(1)LOCK(ITEMS 76&107-110)AT WIDTH TYP. .[1. HEIGHT E HEIGHT PER EACH LOCKSTILE,LOCKING INTO SEE PER EXTERIOR INTERIOR KEEPER(ITEM 103)AT FRAME JAMB _]NOTE 2 TABLES 1-3 1-3 OR ASTRAGAL. 3)PLEASE SEE APPLICABLE JAMB DETAIL'G3%SHEET X 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK x x COMBINATIONS PER DP/ANCHOR L 'GW&'Gc',SHEETS 12&13 TABLES. 90. DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL-D,SHEET 18; OLD HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90*INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 'Dw' 1.866- 'Dve&'De,SHEETS 12&13 /—SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL SILICONE 3116"NOM. BY OTHERS POLYISOBUTYLENE .1/4*NOM. FOAM_ WITH DESICCANT WITH DESICCANT EXT.GLAS:$,X// EXT.G,LASS--..V//' #8 x I" #10 X 1-1/2" SMS Z_ rlIDDIXT RENEWED PH SMS PH Az /J�11 GLASS / as Wmisbior aItb the florWQ I- INT. Balding Code Accept.mcc 14. Expiration 0 KODISPACE 4SG TPS Ui-�SUPER SPACER@ NXTTm —ALUMINUM 4flam)Do"product com*- REINFORCEMENT PILYISO- DESICCANT FILL AREA BUTYLENE PANEL CORNER FRAME CORNER 5116'NOM��-,, SEAL --6116"NOM. DETAIL DETAIL t BUrYL& SILICONE SEAL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL EXT,GLASS Part# Description Material EXT.GLASS-. _A 124 lKornmerling 4SG TPS Spacer System 125 lCuanex Super Spacer nXr with Hot Melt Butyl See this Or X/`_'\ Sheet for —INT.GLASS 126 Quanex Duraseal Spacer INT,GLASS 'o Materials ' 127 Cardinal X_Edge Spacer URASEAL@SPACER XLEDGE"SPACER REFERENCE TEST REPORTS:FTL-8717,$968&8970 AI7075CHNOLOOYORIVE VENICE,FL 34276 RTATE N. ANCHORAGE DETAILS 1EXAMPLE ELEVATI(o) 04 i1490.7600 -Zor�nr ......... . 7 SERIES 770 ALUM.SGD-LM IMPACT JR.r CERT.OF AUTH.#x-296 NO CHANGES THIS SHEET. 1AL 1_771 jn`110110114 .1""I I SG.170 l;TS 1"15 -22 1 PrTO130 P,EA 58705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'GY,SHEET 18; /_7N ; INSTALLATION DETAILS &'Gd,SHEETS 12&13 . `-- MAX. IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; DLO SHEET 18;INSTALLATION DETAILS'Li'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw&'Ac', WIDTH_ JAMB DETAIL'G3',SHEET SHEETS 12&1318;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 TYP. SHEETS 12&13 (- 90° 'Gve&'Gd,SHEETS 12&13 111.1 PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL'D' 'A' TYPE TYPE TYPE TYPE INTERLOCK DETAIL MAX. A, CS' QS' K, MAX. 'M',SHEET 19 UNIT i PANEL EL HEIGHT NOM. j HEIGHT 90'OUTSIDE CORNER SILL DETAIL / PER DETAIL'N1',SHEET 19& WIDTH TYP. PER 'D',SHEET / PANEL / SEE CORNER ANCHORAGE MAX. SEE TABLES MAX.t WIDTH TYP. NOTE 2r- TABLES DLO PER NOTE 2, 1-3 18' DLO PER -SHEET 5 1-3 SHEET 11 HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT TABLES 1-3 INTERIOR DETAILS �.., 1�..3., 'DW'&'Dc', EXTERIOR 0 X X X SHEETS 12 a NOM.PANEL ( &1$ X WIDTH TYP. —� X X ~PER TABLES MAX.UNIT WIDTH ---�I 1-3 SEE FRAME& MAX.UNIT WIDTH PANEL CORNER SILL DETAIL'D',SHEET 18, MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE'90c OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Ivd& L2,SHEET 19� '1 INTERLOCK DETAIL'M',SHEET 19 Ic',SHEETS 12&13-\ HEADER DETAIL'C',SHEET �1 HEADER DETAIL ( , �---��J1 18;INSTALLATION DETAILS J: AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18; 'Cw'&'Cc',SHEETS 12&13 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw' INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 'Hw'&'He,SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILS'BW&'Bc', DETAILS'Iw'&'Id,SHEETS 12&13 'A0DllCf RENE%VEE SHEETS 12&13 ;,3wwpbiageit6 Weflar(ck r----- ___ I MAX.UNIT WIDTH ---� m;lanN l _ airpce g Co c MAX.UNIT WIDTH A4-1126'03 Espimiloa Uale 2 2 r F PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL i - i TYPE TYPE- TYPE TYPE A4Wsi9y3c{' ue4C'a�mtg• TYPE TYPE TYPE TYPE M F' F P. R' L' 'M' 'F' i MAX. NOM. p 00 i NOM. UNIT MHEIGHTTPANEL i a i PANEL HEIGHT PER % WIDTH TYP t WIDTH TYP. � PER TABLES MAX. SEE PER < i SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 ° i OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 i SHEET 15 HEIGHT ab b � � IIII O X X X X X X O \�OF1�1,...... �JEXAMPLE:XXXO SILL DETAIL'F',SHEET 18; ✓ i}o.58745 EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18, _ (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS y Ew&'Ed,SHEETS 12&13 Fvd&'Fc',SHEETS 12&13 n v;�lj - 'Q.` 1070 TECHNOLOGYORIVE o"'°'ti"p1 �C)�' „ATE ' V4� N.VENICE,FL 34175 EXAMPLE ELEVATIONS ��.••G,;; (941)460.1600 rs. i�74`Jnl.'•........ .\ r w ,. CERT.OFAUTH.8Y9296 SERIES 770 ALUM.SGD-LM IMPACT JR 04/M7 C NO CHANGES THIS SHEET. sr..ww� m�•�crm. A.L�tJN MitL19A,P.E. —.Y.*oam: enew4ur cam. ¢ SGO.770 `NTS 16 ^'22 PGTO130 C REX 58705 JR 10110114 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXTCORNER INTCORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER EXT CORNER TYPES OUT IN STILE WHANDLE BOX OUT BOXIN VW HANDLE W/HANDLE WHANDLE WHANDLE WHANDLE WIMANDLE 90 RECEIVER 136 RECEIVER 135 RECEIVER I Wl HANDLE IN]HANDLE #11 #118 1 IN, 431 o 1 1161 -1 nI - Oil 96 00 SINGLE INT ERCK OUT K TQ TC TA SINGLETV TW INTERLOCK IN B E P A (PolCax,w) IC SQ SC SA sv SW FIXED STILE s S FD FC FV FW LOCKSTILE WHANDLE 47 D M (BOXIN) W ASTRAGAL BOX OUTL R PANEL NOTES: WI HANDLE (wllcom ASTRAGAL 1,SEE DP TABLES 1-3,SHEETS"FOR PANEL Box IN N LEFT LN RIGHT SIZES&DESIGN PRESSURE. LLJ W/CANDLE soxlN, GMT-- _T—ERI.R 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J ASTRAGAL PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS U) BOX OUT j T U STILE STILE AND ARE NOT AVAILABLE. IBMCGTJ (8oxooT) 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 LU BOX IN T u APPLICABLE STILE/ASTRAGAL REQUIREMENTS, EXTERIOR(9119)OR INTERIOR 0120)CORNER MOXIN) laoxJm) ASTRAGALS. INT CORNER r"? 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES 90LOCKSTILE---CCf- W/HANDLE#120/1;� R�T Cl (#61)AND CORNER ADDON(#31). EXT CORNER SILL RISERS OPTIONS 232- .232- STILE- 90LOCK QT Q WIMANDLEglig 232' CL EXT CORNER 0j-R 232' EXTERIOR EXTERIOR EXTERIOR 0 rRODUC.'t ROmWED 90 RECEI ER EXTERIOR r t--- :1 .062- •062`62 Im c'u"Illying i(b the FJOY166 WIHANDLE wv� CT CS .062. <D • 3.305' 4.055" B.Ilding CmIc A Xtplanm NA K-I(w,a et IN CORNER 961 E IpIrmlon DaIZ5 H-!?-,�- Tri �l iip J-1 .567' 90 RECEIVER U62" f-jj ,, , -s -Z� A T AS DF 5f )LE WIHANI EXT CORNER SILL SILL RISER,FLAT 90 RECEIVER 461 SILL RISER F71—LLAT 20 RISER.FLAT22 OSILL RISER,FLAT CF aFLUSH,1-1.2 OLOWT t2�' MEDIUM,3-1/4' HIGH,4- EXT CORNER 431j< — 1-- .750- 15W 135 RECEIVER WIHANDLE VT VS VF EXTERIOR I�l — — 750, INTCORNER #3t ti! IAIT EXTERIOR EXTERIOR Ir EXTERIOR— .062" .052 135 RECEIVER I ' ' 906" fla� 4.05S' HANDLE 46F - .062, wl WT WS 'WF 3,305* .062" '55. 19, =t er E SILL RISER,Bd- 2i SILL RISER,BOXSILL RISER,BOX SILL RISER,BOX FLUSH,1-1120 LOW,2-112- a MEDIUM.3-1/4' HIGH,4- 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 1070TECHNOLGOYDRIVE OF AUTH.#2P296 N'.VENICE.FL 3427.5 PANEL TYPES JR 0410$117 0 C,PT. SERIES 770 ALUM.SGD-LM IMPACT NO CHANGES THIS SHEE7, A.LYNN MILLER P.E. JR 1001f,II NTS GTO130 1-c P.E,#58705 ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 LOCK PART 17 106 FULL LENGTH 14 76 s 107-11 14 -.-. -- OF JAMB g G3 60 OR 61 16 6 60 OR 67 h Gt. 60 OR 61 2-TRACK JAMB -I �I 2-TRACK JAMB (SHOWN 5 SEE DETAIL Gi CLIP#105 WITH FOR FIXED 105 6"LONG W/RETAINER#106 _ OPERABLE e0 PANEL CLIP i°s&10717 @ PANEL) s. MIDSPAN (SHOWN WITH FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR EXTERIOR 103 113 75&107-110 103 FOR FIXED 5 so OR 61 �S " I I ) PANEL CLIP 103 ,+ yEXTERIOR v t5 5 14 LOI=_.... 112 fes',, ® 16 17 , #10X3/4' �`'— 123 FULL LENGTH O'2 4o G4 ti00R 61 EXTERIOR SMS,X 3 OF JAMB 2-TRACK JAMB 5152 2-TRACK JAMB ,R,EXTERIOR EXTERIOR IG EXTERIOR ---z CLIP#80 OR#105 W/SCREEN vv ��// — r W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB 6"LONG ) h - °� eo `1_r"-' P (SHOWN WITH __. ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH MIDSPAN I�� — '""'— FIXED PANEL TO H1 OPERABLE PANEL) H2 FIXED PANEL TO I1 FIXED PANEL TO 12 OPERABLE PANEL) (s:. 60 oR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR THE 2 v k 112 3 4 J 45 5 113 5 113 5 7 52 51 I 69 EXTERIOR 69 EXTERIOR 69 EXTER11OR 53 - rRODUCT RF.NFWF.O SHOWN WITH ®2-TRACK W/SCREEN ®3-TRACK 4-TRACK MAX.UNIT aseumplY{nR`vSt6 tleFfa'4� A FRAME HEAD FRAME HEAD ACUpta.m N 4-111"N'rI 2G OPT.SCREEN S C FRAME HEAD HEIGHT PER Aars fence Nu � TRACK TABLES 1-3 Fzplr�tion Unu� }�Z f fi&iami DeAc Y et Esaa4al 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 (I-1 72 OR 73 it72 OR 73 46 17 113 YY'-'• 9 �-I 10 11 11 48 47 0 8 113 113 EXTERIOR 112 5 5 5 2-TRACK 3-TRACK �FRAMESILL 4-TRACK > \•`"a`'St^ _!�'� e FRAME SILL FRAME SILL h No G8705 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. �t( IG rr 1070 TECHNOLOGY DRIVE ="C% '. ^A7CI F !• N VENIC OIL34 6 VERTICAL SECTION DETAILS %C�•'••:`.'�;'?�%:••'�G�� � eruxy: m. Raiacnr. CERT.OF AUTH.#79296 SERIES 770 ALUM.SGD-LM IMPACT '�,S%Gt•1.=;._ '���` JR 04/05/17 C NO CHANGES THIS SHEET. sasmwen rm. •v ixwaq••a rw.: /1 Q.LYNrd ILL�R,P.E. O•avm 9,: row: 7-1 Te Am Iry D,t1: 501-no NTS 18 ,22 PGTO130 C P.E.958705 JR 70/70/79 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR61 113 118 7 _. 28 28 30 113 11 63 G3 27 26 27 103 62 111 63 60 OR 61 60 OR 61 60 OR 61 GS 29 14 29 120 5 i 65 65 1 I EXTERIOR 171 52 EXTERIOR 111 fit 90° EXTERIOR vv v EXTERIOR INTERIOR EXTERIOR ®P-HOOK FOR FLAT SILLS ®P-HOOK FOR BOX SILLS � 90° <:3 INTERIOR (EXT.OR INT.MOUNT) K EXT.MOUNT ONLY 600R 61 LOCK PART LOCK PART LOCK PART 75 8 107-t t 75 8 107-11 61 75&107.110 5 M INTERLOCK 14 i 113 r 60 60 61 61 118 i, 5 113 (�_ ti3 ' 1t 'ITEM#61(HEAVY-DUTY EXTERIOR V EXTERIOR 113 103 119 EXTERIOR 7 STILE)SHOWN,ITEM#60 s7 se (STANDARD STILE)ALSO STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 90°OUTSIDE CORNER 90°INSIDE CORNER APPLICABLE SEE TABLES DP Lt WITH STANDARD STILES#60 WITH HEAVY-DUTY STILES 961 N1 2-TRACK SHOWN N2 2-TRACK SHOWN 1-3 SHEETS IA FOR IT (PSF)ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR rRODUCt RENEWED ua(vulpl)icc Witt,ttmr w- w 31 LOCKPgRT DuidiRdCudc ii ti -3 75&107-11 AMPIMcn Na / 4 INTERIOR INTERIOR Expiation Uut1� �1 5 5 4Dy � / � 1 �- 135° wind OR&IVA-t�e—U zm 11 7 135° 14 5 61 32 103 ..._.. 61 EXTERIOR 81 \t tttltfltli;. 32 0iJ LOCK PART $1 t03 G1 EXTERIOR t4 7 135°INSIDE CORNER :S�~•' t�o`'I�N, 75&107-11 02 2-TRACK SHOWN t: 135°OUTSIDE CORNER No.52'705 ot 2-TRACK SHOWN ' O,•.. S-;ATE OJ 1070 TECHNOLOOYDRIVE0M1 �;�•. ra•, N.(947}4 saL504 75 HORIZONTAL SECTION DETAILS, CORNERS ,Hoer u°a. F°srom: CERT.CFAUTH.N29196 SERIES 770 ALUM.SGD-LM IMPACT JR 04/05!77 C NO CHANGES THIS SHEET. xaawni. rxAr s.�w, a°».,y en e°" A.LYNN MILLER RE. —W: N. �^°"°"Ry o°i•' SGD-770 NTS 19 w 22 PGTO130 C P.E.#58705 JR 10/10/14 Item PGT PGT# Description Item PGT PGT# Description NOTES: Dw .# 2n.# 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#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 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEADNAMB ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 67 17328 617329 ASTRAGAL MIN.#10 SMS OR 3116"MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17338 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C. 9 17307 617307 3-TRACK SILL 69 17324 1 617324 TOP&BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 1 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SRL TRACK INSERT 71 1695 71695 1.112'X V X 314"HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8163 78153X TANDEM ST.STL ROLLER ASSY. 13 17316 617316 IFRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 6173D5 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #10.32 X 1-FL.SS SCREW W/TYPE'F-TIP 17 17311 617311 4-TRACK JAMB 77 7103239 10.32 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT.FLUSH,1.112" 79 17357 617357 1"IG BEAD 19 17319 617319 SILL RISER-BOX FLUSH,1-112' 80 17359 617359 7116"BEAD/FRED PANEL CLIP 20 17321 617321 SILL RISER-FLAT.LOW,2-112" 81 17360 617360 9116'BEAD 21 17318 617318 SILL RISER-BOX LOW,2.1/2' 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM.3.114' 83 61745 1745 LOWE INC,VV X 1/16"SGL,SIDE ADH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM.3-1/4' 100 8052 48052 ROLLER ADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX HIGH,4- 102 1696 71696 DUST PLUG 26 17333 617333 POCKET P-HOOK 103 8188 78186X 1'KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SOKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG 29 ,73356173:1 P-HOOK COVER 106 17352 617352 FDO:D PANEL RETAINER-9!16" 30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 31 17378 1 617378 1135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 32 17376 1 617376 1135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN ITEMS 40.53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL PRODUCrRIENEWED 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 71OX34PPSDAX 410 X 314"PH.PN.TEK-S.S. nA MullffinX witb the Flurt4"eF, 8+t(dfu;Code tcC at i 7LOCKWGSK SCREEN LOCKSET 112 1235 87576 WSTP,.270,X.770-FIN SEAL A.ccept"DcNo 42 ' 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187'X.230'FINSEAL E>.pimdun Uatz-'�2n7-1� 43 8152 66152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 1-1/2" B3, Al„ _ 44 4428 6:428 SCREEN DOUBLE INTERLOCK 115 710XPPT ALO X 1' 96io>4i&"Wv rvdsa Caahti! 45 4317 612256 SCREEN TOP RAIL 116 720XIX #14.20 X 1"S.S. 46 4318 612257 SCREEN BOTTOM RAIL 117 72OX112X #14-20 X 1-172'B.S. 47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER 4B 668 7SRAX STANDARD ROLLER-ST.STL. 119 17337 617337 90 DEGREE OIJTStDE CORNER ASTRAGAL j 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FI%ED FANEL RETAINER.7/6' 1692 61692 SCREEN SPLINE..l65" 52 1 1694 61694 SCREEN SPLINE-.150" 53 61816020 SCREEN CLOTH \��\1 , ,'LYI'v6 54 1725 112'X 4'X 1/16'SET.BLOCK,NEOPRENE 85 i/-5 �� ��'• -'?�;" '' 55 1726 1"X4"X 1/16'SET.BLOCK,NEOPRENE 85+!-5 , ~�' V1.>i-74S� No.58705 1070 TECHNOLOGYDRIVE 4aio«'bO' CJ S'TE 1 4 N.VENICE,FL 34275 PARTS LIST ^•.;[oT;1D�.••� (847)480.1600 mv: i t) .•.••,• `yam��: One: Rewma CER7.OFAL7H.A29196 SERIES 770 ALUM.SGD-LM IMPACT �'�/J���r'A!M-�� JR 04/05177 C NO CHANGES THIS SHEET: s.,.yuace• wu: Lve.wue A.LYIfI�i�11ELEAl�,P.E, __11: o.m cmaeo a>. Wu: 0 JR 10/10114 sco-770 NTS 20 >22 PGT0130 C P.E.056705 5.069" 8.562" --j 0.080" 1'36" 1.36" I1 1.872"I-•- 1.211" 1.505" I_11 0.081" 1.019" J 1111 140.062" 0.081" O2-TRACK HEAD 10 4-TRACK SILL 0.081" SCREE (6063-T6 AL) (6063-T6 AL) 4U STILE 6.198" (6063-T6 AL) 6.198" �) 6.526" 5.069" 0.080" 4 -may � 1.045" ri LLJ1.211 1.505" j 1.9193"' 0.062.. 0.081" O2-TRACK HEAD W/SCREEN TRACK 9O3-TRACK SILL (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 STOPRAIL (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB W/ 7.105" 6.221" 15 SCREEN TRACK ---� 0.080" (6063-T6 AL) -rl 1.36" f1.505" '- 0.875" 1" n:l A -y 1.993" 0.062" .081" O3 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 0.081" SCREEN 4s BOTTOM RAIL (6063-T6 AL) 9.142" -I a.as° 0.081" T0.080, -( PRODUCT RENEwED 1.505" 7.105" a+cvmtHn�C�Imte�llorlrSm 1.211" Da d ur Cock juL Amplw r No 15^I(2.1.63 . 9.141" E:pimiknDutc_3 j�appG� 0.081" qO4-TRACK HEAD 02-TRACK SILL �- (6063-T6 AL) (6063-T6 AL) pJy 1.514" I 0.060° t 0.062" � 0.532' 0.760" 1.260" 0.060" 1.516" 1.990" -� _ iflc; OFRAME HEADIJAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN `•'` ADD-ON 12 ADD-ON 19 END ADD-ON 16 3-TRACK JAMB ;: r- °je•�� (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.410 SMS ;.r..: No%58705 OR 3/16"MASONRY OR 3116"MASONRY 17 4-TRACK - JAMB _ SEE SHEET 17 FOR SILL RISERS, ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6006363-76T6 AL) _ 1070 TECHNOLOGYDRIVE , L•"� .• ��• N.VENICE.FL 34276 'I` •a•''- EXTRUSlONS ;•�:�'••,�ccr:rJ..••'��;;. x CER T.OFAUTH.VM6UT SERIES 770 ALUM.SGD-LM IMPACT C1 JAt_` JR O4i05/17 C NO CHANGES TH)S SHEET. \ s!."smar us. vnx a.+..n rw A.IYtJIJ'MILLER.P.E. amrnev: war amen ev. au, JR 10110/14 SGD-770 NTS 21 1 22 PGT0130 �. P.E.A 58705 !r t 0.718" 0.83" 1 2.304" 3.802" -J. 3.802' �I � 0.752" 0.752" j _ 1.163" 0.885" } ( 0.574" ` + 0.796° ` 1 0.062" J 0.080" f J 0.062" J J 0.062 L f 0.264" � 0.233" FRAME SILL 0.075" P-HOOK MOUNTING P-HOOK SCREW t t 26 P-HOOK 2a z9 30 P-HOOK FOR BOX RISER @SCREW COVER @TRACK O @ADAPTOR @COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" A.155" 4"2.30" 1.488" 1.739° 0.830" 0.062" 1.600 L0.133" 1.600 0.062" - �j 10 3" .080" 1.870° I1.888" 11016" ( 3.125" ` 4 3.125" -�1 0.325. 0.062" 8INTEINTERLOCK RLOCK 37 135°CORNER 32 135°FIXED MOUNT 60 STANDARD STILE 6t 62 O HEAVY DUTY STILE (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125° 1]jL1 1.050"j 1�1.050" 1.050" 0.01.645" 0.075" 1.645" 0.062" 1.304" I�]�1.._........._.� tI� 289" .61 T. G�l .485" 40A25,'-1- 0.281° � 3.25" 045 .045" ��- ,045" GLAZING 7/16"GLAZING 9116"GLAZING / s7 6063 T6 AD)STRAGAL 6a (6063-T6 ALHEAVY L)ASTRAGAL 6s (6063 6 AOM RAIL le BEAD I.G. @BEAD,FIXED at BEAD rRUOUCTftEfvhwpp (6063-T6 AL) PANEL CLIP (6063-T6 AL) as eomphicv with the Fl riu f (6063-T6 AL) BuidiugCode ncc*tance No 1.003" EspI ntiou Data r A28'2 z �' 4" cc ".,� 5.621" >ELaa11 P+adartCooaot 0.757" � 0.080 0.050" tos FIXED } PANEL CLIP 0.709" 2, 0.133` (6063-T6 AL) 1.498" 0.133° 1.498" 80"0.8630.709" 123 FIXED PANEL 5.621" ` � yRETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL a�.. ..0.080" --I- (6063-T6 AL) 119 90"OUTSIDE CORNER ASTRAGAL (6063-T6 AL) (6063-T(I AL) FIXED PANEL 718 90"CORNER RECEIVER 106 RETAINER.9116" (6063-T6 AL) •, '�' (6063-T6 AL) ftu-� qq F r-l' 1! 1070 TECHNOLOGY DRIVE °Bi�'d"'°` i�'1•' U,:� N.VENICE,FL 34274 EXTRUSIONS %�^ '•.•,`[O�;lo_^.•' \� (941)460-1600 re. i�.SV�(1 r. ,' `1• °• y. a: aevruma CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT JR 04/05/17 C NO CHANGES THIS SHEET. tt } w,wc..` sn.n ..w• a"..,�4a aw A.LYNtJ MILLER.P.E. o,,J7o,m:!0/i0R4 sGD•no NTS 922 22 PGTO130 C PA.#56705 JR