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Home My WebLink AboutProduct Approval (3) Florida Building Code Online Ll 7_ 6Kj Page 1 of 4 17o.3-ny oq RegulationBusiness & Professional r BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge Stats&Facts I-Publications I FBC Staff I BCIS Site Map I Links Search Florida '}}{ Product Approval r USER:Public User 6. Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL251-1128 Application Type Revision Code Version 2014 Application Status Approved *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 North Venice,FL 34275 (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 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards E I D Certified By RECE APR V 7 2017 Product Approval Method Method 1 Option A ra Date Submitted 08/17/2016, Date Validated 08/26/2016 Date Pending FBC Approval ()PY https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 4/14/2017 a Florida Building Code Online Page 2 of 4 Date Approved 08/30/2016 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 R28 C CAC 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 FL251 R28 II 16-0629.03.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,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 R28 C CAC 16-0629.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.04.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,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 R28 C CAC 16-0629.05.odf 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 FL251 R28 II 16-0629.05.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.06.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.06.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD-770HP(Large Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.07.13df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,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 WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.08.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,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=wGEVXQwtDgsEt2PTand5b... 4/14/2017 Florida Building Code Online Page 3 of 4 251.7 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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.10.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,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 R28 C CAC 15-0609.10 DR.odf 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 FL251 R28 II 15-0609.10 DR.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,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.pdf 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 FL251 R28 II 15-0612.06 LM.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,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.odf 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 FL251 R28 II 15-0612.07 SM.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.02.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251'R48 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 FL251 R28 II 15-1210.01.Pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 4/14/2017 Florida Building Code Online - Page 4 of 4 The State of Florida Is an AA/EEO employer.Coovriaht 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'A395.*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 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 alicensee under - Chapter 455,F.S.,please click here. Product Approval Accepts: W® e-Q` ® . Credit Cards t https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 4/14/2017 f i MIAMI-DADE MIAMI-DADE COUNTY m 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.miamidadegov/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 the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Door w/90'& 135°corners—L.M.I. APPROVAL DOCUMENT: 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.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer'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-bade 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'l 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. NOA No.16-0629.06 i M1AWDADE eoUNW Expiration Date: February 17,2020 Approval Date: August 04,2016 Page 1 t f 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 Idalmis 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) i Jorge AL Plasencia,P.E. ! roduct Control Unit Supervisor NOA-No.16-0629.06 Expiration Date: February 17,2020 1 Approval Date: August 04,2016 E-1 ' i r , PGT Industries,-Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS(corrrn D) 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,.FTL7.6025, 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 Fined 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-51b. Edition(2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller.-P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 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- 8910 and FTL-8968. ? . -Jorge M.Plasencia,P.E. Product Control Unit Supervisor l NOA No.16-0629.06 Expiration Date: liebruary 17,2020 Approval Date: August 04,2016 - E-2 i 3 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' F. TESTS(coN•rnv w 3. Statement letter of conformance, complying with. FBC-5'h 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, l Jorge M.Plasencia,P.E. roduct Control Unit Supervisor j NOA No. 16-0629.06 11 Expiration Date: February 17,2020 Approval Date: August 04,2016 i E-3 i E F 4 TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor substrate Frame Min.Edge M(rL INCLUDING POCKETS &900/1350 CORNERS Member Distance Embedlnert (bncrete(min 285 ksl aril am 1. 13f8 GENERAL NOTES 1 1W Moo Ultracen Ungrouted CMU,(ASTM C-90) Jamb only 2.1/2' 1-1/4' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU STM C00,min.2 Ike] Jamb arty 2-112" 1314" 2)DESIGN PRESSURES: 1/4"Ek:o 410 S.S. Concrete(min.3.35 W) Head/S9UJemb 1' Ww A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 CreteFlek Ufgmuted CMU,(ASTM C4n0) Jamb only 2.1/2" 1-1/4" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM Ell300. P.T.Southern Pine(SG-0.55) Head/SIIIIJsmb 1' 1.395' 3 ANCHORAGE THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114"Eloo Ulbacon concrete MU(mi(ASTM kap JamHeab o 111 1• 1316" PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT U muted CMU ASSG c90 Jamb of 1• 1-wr WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 612,1"or410 P.T.Aluminum, Pine(3G=0.55) Head/Sf9/Jamb 9/8' .063' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Aluminum,e083 TS Head/Sill/Jamb a/e" 0.0s3• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 tiveads&n) Eel • Hssd/S10/Jamb 318" .051 Steel Stud,A653 Clr 33• Head/SIIUJamb 3J5' 0.0451" 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min 3.275 keI) Head/S10/J9mb 1.1/2" 1.3/s' NARROW JOINT SEALANT. 1/4 Oco 1&6 S.S. Ungmuted CMU,(ASTM C-90) Jamb or4 21 1-IM" 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSI/AF&PA NDS FOR Aggre-Gator Gnwted CMU(ASTM C-90,min 2 ksl gmut) Jamb ody Y 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine SG=0.66 HeadISIlWamb 1• 13I0' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southem Pine(SG=0.55) Hend/S161Jamb 9/16" 13/B' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 14 S19e1 SMS G5, Atumintbn,6063-W Head/SmlJamb 313" 0.01313• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (mtn 11 thrsadsnn) Steel.A36• Head/Sig/Jamb 3161 0.050• FLORIDA BUILDING CODE,AS APPLICABLE. I Steel Stud A653 Gr.33' HeedlSi9/Jmrlb 3/6• 0.0451• 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-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2.9 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DEFAILS...........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 OFTHE ENGINEER ORARCHITECT OF RECORD&TO BE REVIEWED BYTHE BUILDING OFFICfAL INSTALL DETAILS..............12-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................16.16 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,30#FELT PAPER OR MASTIC IS I EXTRUSIONS....................21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. i DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED TABLE B,SEE DETAILS ON SHEETS 4&5 as eomphlna with the Florida Glass SEE TABLES 1,2 8 3ON RATED FOR LARGE 8 SMALL Building Coodde - Descrlptlon(Listed from FStteriorto lnterlor) SHEETS 6.7&a MISSILE IMPACT RESISTANCE NOA-No. 16-0629.06 G3 7/16-Laminated:(2)Utes of3/16'HS Glass with.090'PVB Interfayer STANDARDS USED: Expiration Date 0211712020 03A e/16'Laminated:(2)Utes of 1/4'HS Glaos whh.09T PVB Inteda er -2014 FLORIDA BUILDING CODE(FBC),5TH EDITION By G4 7116'Laminated: Utes of311r HS Wasswlth.WP SG fntedayer -ASTM E1300-09 Mlnm Product ontrot G4A 16'Laminated:(2)Utes of 114'HS Glass with.09T SG Medayer -ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION G5 1'Lamirdited LG.:SM6'TExtedor Cap+3/6"Air Spaes+7116'Laminated;(2)Ut.s ef3H6'HS Glass wlth.090•PVB IffWayer -ALUMINUM DESIGN MANUAL,ADM-2010 _ -AISIS100.07/52-2010 GSA P Laminated I.G.:11V T Exterior Ca +5116"Alr space+7116'Laminated;(2)Utes of 3116'He Gleso wlth.090'PVB Irdsdayer G6 1'Laminated LC.:3/16-TExterior Cap+XT Air Spam+711B'Lmnbeted; Utes of3118"HIS Glass w1th.090'SG kdedeyer GLAZING NOTES: G6A r L minated LM:1/4'TExterior Ca +511E AIr S ce+7116'Laminated;2 Lhss 03118'FiS Glass wfth.09r SG bdedayer ,\� �.(LYNN 4,,l G7 7/1B'Lmnlnate& me Utes of3116"AM1N Gl wfth.090'SO lnleda er i4NN'=ANNEALED �,0,.•••-•••. z( "HS"=HEAT STRENGTHENED �: i�:'�\CENSF•'•.Fq GTA sits"Laminated:(2)Chas of 1/4-ANN Glass vAth.097 SG Intel er 'r=TEMPERED �' .-•. r Gs 1"Laminated LG.:3/16'TExtedor cap+Wit'AIrS es+T116'Lamtuted(2)Utes of 3116"ANN Glass with.09r SG bWayer -PVB-_,OgO"BUTACITE®PVB BY KURARAY AMERICA,INC. _ N0.58705 G9A 1'Leminated I.G.:114•T Exledor Cap 5116"AlrSpeca+7116"Lamkmted;(2)Utes o1`3116"ANN Glass wfth.02T SG hledayer '.SG'=.090"SENTRYGLAS�BY KURARAY AMERICA.INC. _ rya' ass=16 a ADDED SPACERS TOSF1FFYt5. 1070T19cHf2Y0GyDmw GENERAL NOTES AND MAP �0 •. STATE O lL VENM FLSIT75 rsr „°CORIDP. t94f)+9o-fem SERIES 770 ALUM.SGD-LM IMPACT '��, S/C E O ti e.weae eau m.e o..7 B P. ]J JR� 10/10/14 o.rR CERr OFAUM WMW °� 6roD•770 AfTS 1 22 PGMI30 !d 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"JvP',"Jc",'Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL)OM IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION NOM.PANEL WIDTH NOW PANEL WIDTH 7 CAN BE OXXXp.- PER TABLES 1-3 PER TABLES 1-3 - r---, -�\r- �\ I i 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION Jai OF ANY 2 STRAIGHT CONFIGURATIONS. l I I I e MAX.UNIT 1 i g HEIGHT &e MAX:UNIT 1 / / 1W y o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. EIGHT + g HEIGHT / / y PER S1-3 / i m PERTABLES1-3 / / "X"-OPERABLE PANEL, "O"=INOPERABLE PANEL, =POCKET Poc�r i c Poo er I y DETAIL LETTER - 1\r___; _f � 'W"=WOOD OR METAL INSTALLATION I PANEL _ 2-PANEL `W` "e=CONCRETE INSTALLATION L CONFIGURATIONS CONFIGURATIONS + 1 SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=DOOR UNIT HEIGHT-10.125" W NOM.PANEL WIDTH c w PER TABLES 1.3 PER TABLES 1� NOM.PANEL WIDTH t 13 1 ® 19 PANEL HEIGHT=DOOR UNIT HEIGHT-1.B66" -�.r--, -1\r--- Jc 18 1 il2N at,1 14 MAX. HEIGHT UNIT + 7° 18 I + i a°o MAX.UNIT 1 c 1s +9 HEIGHT PER TABLES 1-3 / / / l Y�� PER TABLES 1 POCKET � 1-3 � � J / / / / POGCEf -J'\r__J 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 3 + 1 1 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH PRODUCT REVISED NOM.PANEL WIDTH � c as eomplyIng with the Florida PERTABLESI.3 +2 1 t3 PER TABLES I-3 Ou11ding Code _1\4-___ HOA-No. 16-0629.06 13 + B 4 �g 1 13 Explrrtlon Dote 02/17/2020 Gc 19 9 1 4 I 0 E1 MAX'UNIT 19 SEE rills Product Gontrol MAX.UNIT 7 1 / i x°a h HEIGHT HEIGHT +9 18 +9 I e PER S THIS PER TABLES 1.3 / / / / TABLES 1� / / sN�' POrJV- 14� EXTERIOR 5-PANEL CONFIGURATIONS CORNER,TYP. 1 0'.�a"•:• (OUTSIDE CORNER SHOWN, - INSIDECORNERSIMILAR) Ti, omc rtaec.a• oetm. �. .•c.'J +aro+EcxNaoovnwveFzl EXAMPLE CONFIGURATIONS 'L< C' ' , 1N +� SERIES 770 ALUM.SGD-LM IMPACT wru:we ae" s,.e awpeu o"r A.LVNN MILLER P.E. 1Nfa,40 O0� GERT.OFAU _tee ® soo-77o NTS •2 d22 Pt3T0190 B P.E.f158705 I - v EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"198"HEIGHT POCKET USING CONFIGURATIONS J EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw',"Jc","Kvf OR"Kc'INSTALLATION. NOM.PANEL WIDTH ® 3 t EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 -1�r--� pXX)XXpXXXXORXXXXp.OXXXIN POCKET CONFIGURATION CAN BE O XXXP. tm 1 t3 1e t s j 2)90'&135'CORNER CONFIGURATIONS CAN BE A COMBINATION ` t &'� OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT HEIGHT, I Vie-) t e / I�� 96"OR 120" 1 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. %C=OPERABLE PANEL PO ET i "O"=INOPERABLE PANEL, _ter.--- 1 -0-=POCKET 6-PANEL CONFIGURATIONS 1 3 F—DETAILLETTER MAX.UNIT WIDTH 'td=WOOD OR METAL INSTALLATION �c='CONCRETE INSTALLATION NOM.PANEL WIDTH A. L—SHEET NUMBER PER TABLES 1-3 t 3 3 1 13 -ter--- Jc I DLO WIDTH=NOM.PANEL WIDTH-7' toQpto ; Z� DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' MAX.UNIT HEIGHT 191 is to s I'Fffi PER TABLES 1-3 i u s POCKET 7-PANEL CONFIGURATIONS 3 MAX.UNIT WIDTH NOM.PANEL WIDTH w Ao PRODUCT REVISED PER TABLES 1-3 t 1 3 gs d e l In(a with the Florida Nu.OA-No. 16-0629.06 Expiration Date 0211712020 MAX.UNIT 13 1 19 19 B I 7 / t i g g q INlam uct Contra HEIGHT PER TABLESI�� iit"'( r, POCKET i a� �.�• '.. 8-PANEL CONFIGURATIONS r iw�m' . LooraatvEEXAMPLE CONFIGURATIONSN.t�xKas,Px3tzrsSERIES 770 ALUM.SGD-LM IMPACT CERT.OFAUIM.X2HdBB SOD770 NT'S 3 A.LYNN#58705 P.E. JR a- s 2Z PGTII130 B P.E�53705 GLAZING DETAILS(G3, G3A, G4,G4A, G5&G5A) 7/16"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3/i6"HS GLASS 3/16"HS GLASS- — .090'PVB 090"PVB 090"SG 3116 HS GLASS 3/16"HS GLASS 74 3/16"HS GLASS 74 316"AIR SPACE 74 3/16"T GLASS 82 83 - ExrERIaR, 3/4"NOM. EXTERIOR. 3/4'NOK GLASS GLASS 121 12 3/4"NOM. BITE- BITE GLASS - BITE EXTERIOR BO 80 79 54 64 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS 1/4"HS GLASS 114"HS GLASS - 090"PVg .090"PVB .090"SG 3/16"HS GLASS . 1/4"HS GLASS 74 114"HS GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS 82 82 83 3/4"NOM. 3/4"NOM. 3/4"NOM. EXTERIOR EXTERIOR GLASS GLASS 12d-127 GLASS BffE BETE BITE EXTERIOR PRODUCT REVISED as compmy with the Florida Building ode 81 et NOA-No. 16-0629.06 79 54 64 65 Expiration Date 0211T12020 _ By Min a Product Contro 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASSr TYPE G5A, GLAZING NOTES: "ANN"=ANNEALED "HS'=HEAT STRENGTHENED p;o,a"r7n5 "T'=TEMPERED - "PVB"=.090"BUTACITEP YKURARAYAMERICA,INC. �' r ;1J = "SG"=.090"SENTRYGLAnY KURARAY AMERICA;INC. 7 l - JAR ,F 1070TE[liNOLO Dmw GLAZING DETAILS _'ec;:or•,.- .:.' K VE111CF.h13/2)B SERIES 770 ALUM.SGD-LM IMPACT mm Iser}*eo-lsaa • 01ift`e "�` A.LYNN MILLER P.E. JR. tW1(Yt4 CERT.OFAUTH 919.186 ® SGa770 NTS 4 —22 PGT0130 B P.E#SM5 • t f ' S I GLAZING DETAILS(G6,G6A,G7,G7A, G8&G8A) 1"NOM. 7/16"NOM. 1"NOM. 3116'HS GLASS 3/1 B"ANN GLASS 3/16'ANN GLASS .090°SG .090'SG 3l16" .090"SG 3116"ANN GLASS 3/8'AIR SPACE 7a 3/16"ANN GLASS 74 3/8"AIR SPACE 74 3/1B"T GLASS 3/16"T GLASS - 92 63 83 3/4"NOM. EXTERIOR GLASS 124127 314"NOM. � GLASS 124-127 GLASS BITE gIFIFE BITE Ex�Egl4B EXTERIOR (L'I a BUD7a 7a 54 55 . 55 - 1"LAMINATED I.G.GLASS,TYPE G6 7116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16'NOM. 1'NOM. 3116"HIS GLASS 3/16"ANN GLASS .090"SG 1/4'ANN GLASS .090"SG 3/16"HS GLASS- .090'SG 3M6'ANN GLASS - 74 AIR SPACE 74 1!4"ANN GLASS 74 5/16"AIR SPACE r3/4PNOM. 1/4'T GLASS 1/4"T GLASS- 83 ez 83 3!4"NOM. 124-127 3/4'NOM. EXTERIOR GLASS GLASS a �za t27 BITE PRODUCT REVISED BITE EXTERIOR as complying with the Florida ,t EXTERIOR Building CCoodda 1 r3 81 � NOA-No. 16.0629.06 78 78 Expirstien Dote 0211712020 � 55 55 BY Mlam- e Product ontro 1"LAMINATED I.G.GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A GLAZING NOTES: ; Aj "ANN'=ANNEALED 'HS"=HEAT STRENGTHENED :'T'-TEMPERED = PVB"=.090"BUTACITE PYE?BY KURARAYAMERICA,INC. ; "SG"=.090"SENTRYGLAnYKURARAYAMERICA,INC. Mf r: !- ` RnmeF Ott Ib,bbs ,T,-U E r:. t�`. rR 050imle a ADDEDSPACERs faroTr-c8rrotocroRive GLAZING DETAILS �.��•,•.^`c::,:,s•,.••f,.,� . xntrmn• N.VEN=I 3l27d ms ��yi�_v,/1f,.>�••.J 0404 eco SERIES 770 ALUM.SGD-LM IMPACT .L ee.w ^° o.r"w. m"* A.LYNV MILLER P.E. JRsr vol, Ame CERT.0FAU7N.iR'8248 ® SO47ro NTS r 6 ',22 PGT0130 B P.ER 68705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+60 i-BO 371 Haight to Max.(+)DP configurations on Sheets 2&3) (May tx imited by Table 1A) (Water htRmUon Rating) For comer astragal anchorage on so'or 135"comer units,see sheet 11 S91 Riser Height (+)Design Door Unit Height (Fiat or Box,mePressure,psf Tale applies to Glass �" By. gp. g� Shoat 17) Types 3,3A,5,5A,7,7A,8 69-7/8'DLO 8"DLO 7/B"OLD 85 tv Flush-1-1/2' see note 3 &8A and the Stile 1 Astragal Anchor Group AncharGroUp Anchor Group Anchor Group Low-2-1/7' +48.67 types shown below. 1 2 1 3 -4 1 1 2 3 1 4 1 2 3 1 4 1 2 a 4 Medium-31/4" +60.0 ea I +1 C4+1 +1 C4+1 C4+1 C4+1 +1 C4+ +1 C4+1 + 1 C4+1 C4+1 C4+1 C4+1 H' -4" +60.0 24' DLO Jamb" 8 6 1 8 8 e a 3 1 8 8 e 8 B • 8 8 8 8 SEE NOTES I-3 P4vck 6+7 6+7 1 6+7 6+7 7+8 7+8 7+8 1 7+8, 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Slll C4+1 C4+1 C4+1 C4+1 04+1 04+1- C4+1 C4+1 -04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" lR0 Jamb 8 8 B 8 8 8 -8 8 8 B 8 B e 6 8 8 5„ P.hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 Head/SIIi C4+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 C4+1 C4+1 IL 36" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P#ook 6+7 6+7 8+7 6+7 T-- 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 1 7+8 7+8 7+8 OH LENGTH �+— HeadlSlll 04+1 C41 C+ 4+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 Z4T' DLO Jamb 8 ,8 8 8 8 .8 8 8 8 8 8 8 8 8 8 8 P-hook 1 6+7 1 6+7 1 6+7 6+7 1+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 O) - OH RATIO Z 1 Hea drSill C4+2 4+2 C C4+2 C4+2 C4+2 C4+2 C4+2 C4+2. 04+2 -C4+2 C4+2 C4+2 C4+2 Csl+2 C4+2 -.C4+2 � O 41- Or I DLO Jamb 8 8 8 a 8 8 8 8 ' a 8 8 8 a 8 8 8 O p-haok 6+7 1 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+8 1 7+0 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1•ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1 P2"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 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with the Florida Building Code Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Leckstile @ NOA-No, 16-0629.06 Interlock P-hook Lockstlle@Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Pxpiration onto 02f1712020 Standard Stiles Standard Stile Standard Stile StandardStlle standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By - Standard Astragal Inside Miam Product Control 8 Outside Comer„ Outside Corner ffDr inside � �C}�'j t• ".! •% Corner Outside `,•,�"'--_yC`,+••!.c•`•�`(� %, inside Corner'1 I Corner c r Part Part Part#61(Stile) part#119(Out) Part#61(Stile) Fpa�,--sow) I Part#60 Part#60 Part#67(Astragal) Part#60 Part#118(Corner part#120(In.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) UL' ,- I2(6 _ .0 C is p r� romrECNNatocJrltvvE DPANDANCHORAGE . 'N.VBdR:E,fta1276 m" - ,'`l !q� '''•' a SERIES 770 ALUM.SGO-LM IMPACT - ra�t}�eo reoo � � a"°ya" xr. A.LYNN MILLER,P.E. 8O6T/0 NTS B d'2 F1D70f30 B P.E•C 58705 JR 10HW}4 CF7T..OFAUM#2#M TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approvad configurations on Sheets 2&3) Maximum DP for all sizes:+60/80 For comer estregel anchorage an 00'or 135'comer units,Gee sheet 11 May be limited by Table 2A) Door lMn Height Table apopes to Glass Types �. 90. 960 102" IDS" 1 11 120" 4,4A,6,9A,7,7A,6&BA e9-7/8"DLO 7371 DLO 1 79.7/8"DLO 85-7/8'DLO I 91.7/8'DLO it 07-71 DLO 1 1037/8"DLO 10967187 DLO and the S01e I Astragal types Anchor GroupAnchor Group Anchor Group Anchor Group Anchor GroupAnchor Group Anchor Group Anchor Group shown below. 1 2 3 4F7- 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 9 4 1 2 3 4 1 2 3 4 RDod/SII C4+1 C4r +1 +1 +1 + M C4+ + + + +1 C4+1 C4+1 C4+1 04+I Gi+1 +1 C4+ CA+1 C4+1 C4+1 C4+1 C4+1 + + +1 24" DL" Jamb 8 8 a B 6 B 8 B 8 8 B B a 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Pfioak 8+7 8+7 6+7 6+7 7+0 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+10 9+10 9+10 9+10 0+10 9+10 0+10 9+10FtatYS10 C4+1 GSM C4+1 C4+1 C4+1 Girt C4+1 C4+1 C4+1 C4+1 CA+1 CA+1 04+1 CA+1 C4+1 CAM CA+1 C4+1 C4+1 C4+1 CA+1 C4+1 G4+1 C4+1 C4+1 CA+1 C4+1 C4+1 G+1 C4+1 C4M30" W Jamb 8 0 8 a B 8 8 B e 6 8 8 8 B 8 10 10 10 10 10 10 10 10 10 10 t0 10 10 10 10 10 P4=k 6+7 6+7 6+7 8+7 7+6 7+8 7+B T+5 7+8 7+6 7+8 7+8 7+8 7+8 7+8 743 8+9 8+9 8+9 8+9 849 8+9 8+9 8+9 9+10 9+10 9+1D 0+10 9+10 9+10 9+10 9+10 FiEadlSil C4H CA+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 l'AM C4+1 01M CA+1 C4+1 C4M CAM Cb+l C4M C4+1 C4+1 C4+1 CA+1 C4+1 GSM C4+1 C4+1 04+1 C4+1 CAM 36' 9" Jamb 8 8 8 8 8 8 B B 8 B B B 8 0 8 8 10 10 10 10 to 10 10 10 10 10 10 10 10 10 10 10 55F P-Dook 47- 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+H 7+B 7+8 7+e 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 13F9 8+9 8+9 9+10 9+10 9r10 9+10 8+10 9+10 9+10 GOD $ 3S F1eadlSill C4+1 CA+1 C4+1 C4M C4M C4r1 CA+1 CA+1 CA+1 C4r1 C4+1 C4+1 C4+1 CA+1 G7+1 CAM G7*1 C4+1 CAM C4M C4+1 C4M GM1 CAt1 G4+1 C4+1 C5+1 C5+1 G4+1 lA+i C5+1 CS-1 a 42' DLO Jamb 8 8 8 8 6 B 8 B 8 B B B B B 8 6 10 10 to 10 10 10 10 10 10 10 10 10 10 10 10 10 P4iosk 6+7 6+7 a+7 a+7 7+8 7+0 7+6 7+B +S 7+B 7+8 7+8 7+8 7+8 7+8 7+8 B+g 6+8 6+9 &a 8+9 8+9 8+9 8+9 0+10 9+10 9+10 9+10 9+10 9+10 9+10,9+10 ileadlSln C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4.2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2--2 C4+2 CA+2 C5+2 C5+2 CA+2 C5+2 C5+2 C5+2 05+2 C6+2 CS+2 C5+2 48' DLO `lamb B 8 8 B B B B B 8 8 6 8 8 8 0 8 10 10 10 10 1D 10 10 10 10 10 10 10 1D 10 10 10 pfiook 8+7 8+7 Br7 e+7 T+8 7+8 7+8 7+H 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 S+B 0+g 6+g 9+10 9+10 9+10 9+10 9+10 8+10 8+10 g+10 41 US+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 t:4+2 C4+2 CO2 SIA Gi+2 CA+2 C4+2 C4+2 E 8 B 6 B B88 8087 6+7 9+7 0+7 7+8 7+B 7+B 7+H 7+8 7+6 7+8 7+B 7+8 7+8 7 8 7+9 Not available In these Sizes +2 C4+2 C4+2 C4+2 C4+2 C4+2 C4r2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 + C5+2 B 8 B 8 S B B H 8 8 8 8 67 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7*B 7+D 7+B 7+8 7+8 r 7+g = EXAMPLE ON SHEET 9 NOTES: O DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL TALE 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"SILO 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 DLO HEIGHT= ! (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH 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' IR Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design ,sea w K PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2.MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psT = of OH RATIO 2 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM):THIS CONDITION IS ) = 0o DOOR UN IT HEIGHT-1.666' 12" see note 3 O NOT RATED FOR WATER INFILTRATION. 12' +46.974)SEE SHEETS 1D-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 4/4" +5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. - +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE OH LENGTH J INSTALLED. SEE NOTES 1.3 CH RATIO=OH HEIGHT PRODUCT REVISED as Cora I T 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. .OA-Ma. 16-0629.06 Interlock P-hook Lockstlle@Jamb Straight gal Lockstile@ 90'Astragal Lockstile@ 135'Astragal Lockstile@ ExOration Dot-0 211 7/2 0 2 0 Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavyduty Stile Heavy-duty Stile Heavy-duty5tile Heavy-dutystlie Heavy-duty5tile BY Insl a Mlam a rotluot control Standard Astragal outside Corner,, outside ComerMar` I ,�`-I��I—,i-ill, Comer a-� :�y�c•::'4 / r ' Inside 1�-,.- ' .--^,1: .." - Corner 0 tside �• Inslde Comer Comer . 6 Part#61(StIW Part#61(Stile) part#119(Out.) Part#62(Stile) - Part#61(x2) Part#61 Part#61 part#67(Astragal) Fart#61 Part#118(Comer part#120(In.) Parts#31&#32 Part#61 to Receiver) (Com.&Fxd Mount) 3-1,7=C,F rane o a1wac oelmr },`` '.^L(7.-?;D .•'.>;.•••.. # lore DPANDANCNDRAGE � SERIES 770_ALUM.SGD-LM IMPACT ''r•< :,,.� arnre0' OrG mraw wrr SGo-770 HITS pT d 2P A� POT0�3O B A.LYIE,5MgP.E JR 11WTOH4 CERT.OFAUnl.A29M TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets P&3) Maximum DP shown below Sill Height to Max.(+)OP For comer estregal anchorage on 90'or 135"caner udts,sea sheet 11 (May be Ilmlted by Table 3A) (Water Infiltration Rating) Docrudt Hel ht SIII Riser Height Table applies to Glass Types 4,4A, 80' 1 84" go. i 96' - 107 108, (Flat or Box,sea (+)Desig 6,GA,7,7A,8&8A and the Stile/ - 69-7/8"DLO 73-7/81 DLO 79.7/8"LI O 65-7/8"OLO 91 7 6 DLO 97•/8" LO Sheet 17) Pressure,psf Astragal types sham belmv. Anchor Group I AncliorGroup, I Anc or Grpop I Anchor Group Anchor Group AnchorGroup Flush-1-1/7 see note 3 1 2 3 1 4 1 1 1 2 1 3_1 4 1 1 1 2 1 3 1 A 1 1 1 2 1 3 4 1 2 3 4 1 2 1 3 1 4 Low.-2-1/2 +46.67 Sion Pmssu7e +/40.0 I - ps �67 0 s Medium-3-1/4' +80.0 24" 17' H!:S111 C4+1 C4+1 C4+1 C4+1 C4+1 CA+t C4+1 C4+1 04+1 C4+1 04+1 C4+i C4+1 CA+1 C4+f C4t1 04+1 C4t1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 High-4- +90.0 DLO Jamb a -8 8 8 8 8 8 9 B e 8 8 8 8 6 8 70 10 10 10 10 10 10 10 SEE NOTES 1-3 P+todt 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+11 7+8 7+8 7+8 7+8 7+8 8+9 8+9 1 8+9 1 8+9 8+9 1 849 1 8+9 1 8+9 Design pres - +/.40,0 ( +1-82.5 psf +/-76.0 sf 30" 23 HescVS19 C4+t C4+1 C4+1 C4+1 C4+1 C441 C4+1Al1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 04+t C4+1 C4+T C4r1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 _ DLO Jamb 8 9 8 a 6 8 8 8 8 8 8 6 8 8 e 6 10 10. 10 10 10 10 10 10 P-hook 6+7 6+T 6+7 6+7 7+9 7+9 7+8 7+t1 7+8 7+6 7+8 7+t1 7+8 7+9 7+8 7+8 8+9 8+9 a+9 8+9 8+9 8+9 8+9 8+9 Desim Pressure +1-90.0 psf +/•82.5 psf +/-75.0 par 29" HeedlSfil C4+1 C4+1 04+2 Cii C4t1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 —1 C4+1 C5+2 C5+2 04+1 C4+1 C8+1 C6+1 C4+1 C4+1 C8+1 C6+T. a " DLO Jamb 8 8 8 8 8 8 8 8 8 8 6 8 8 8 10 9 10 10 10 10 10 10 10 10 1 P-hook 6+7 6+7 6+7 6+7 7+8 7+g 7+8 7+8 7+t1 7+8 7+8 7+8 7+8 n+9. B+S 8+9 8+9 8+9 8+9 8+9 8+9 t1+9 6+9 8+9 I E Dadim Pressure +J-90.0 psi - Q-815 psf +/•75.0 psf OH LENGTH F� 42' 35" HeedrSlli C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C6+2 C42 C5+2 C5+2 C5+2 C5+2 C6+2 Cb+2 C6+2 C5+2 C8+2 C6+2 C5+2 C5+2 CF�+2 C6+2 C6+2 C5+2 = DLO Jamb 8 8 8 8 8 8 8 e e 8 10 8 8 8 10 a 10. 10 10 10 10 10 10 10, V, P-hook 6+7 7+8 7+8 7+9 7+8 7+6 7+8 7+8 7+8 at9 8+9 8+9 8+9 8+9 &+9 8+9 8+9 6+9 8+9 a+9 8+9 8+9 8+9 8+9 id DosI Pressure +/-W.0 psf Sea Note A be/orx 0•82.6 psf +/•76.0 pat ' T of OH RATIO Z 1 4a" 41" Hea(wi-s C4+2 C4+2 Ca+2 C5+2 C4+2 C5+2 C5+2 05+2 CS+2 C5+2 C5+2 05+2 05+2 C5+2 08+2 C6+2 C5+2 C8+2 C6+2 C8+2 C5+2 C6+2 C6+2 06+2 O DLO Jamb 8 9 8 8 a 8 10 6 8 8 10 a 8 8 10 a, 10 10 10 10 10 10 10 10 P-hook 6+7 1 7+8 7+8 7+8 1 7+8 1 8+9 1 8+9 1 9+9 1 8+9 1 8+9 8+9 6+9 8+9 9+10 11,91,10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A;+/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH OH HEIGHT 2)WHEN USING THE 2-1/2'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. DLO HEIGHT= 3)4-,3-1/4'AND 2-1C2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT- BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FORANCHORAGE 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. aunding Code &. Straight Astragal Lockstile@ - 90'AstiMgal Lockstile@ 135"Astragal Lockstile@ noa-No. 16.0629.06 Interlock P-hook Lockstlie@Jamb Assembly Straight Astragal Assembly 9TAstragal Assembly 135'Astragal -ExpirationOute02/17/2020 Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-dutyStile Heavy-dutyStlle Heavy-duty Stile Heavy-duty5tlle By Heavy-duty Astragal Outside Corner,, Outside Inside Mlam O. ro uc OM t,JT.-I��r,Lil Corner Comer �Lf►��}^-1-. r Inside - .t Comer Outside •!!%=` Insidelde C° Corner Part#61(Sttle) Part#61(Stile) part#119(Out,) Part H61(Stile) "=•'�F%'`ti% Pa Part Part Part#68(Astragal) Part Part#118(Comer Part#120(ln.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) DPANDANCHORAGE SERIES 770 ALUM.SGD-LM IMPACT sl'tare rMx ® se.wa,e I •r n.r.w B A.LY MILLER, P.E. 1O/t(y14 CART TSS OFAIDHMM229a 50677d N . 8 d..22 PGTOf30 P.E.R NO FRAME "7+8'P-HOOK ANCHORAGE CONSISTS OF: SEE'C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE'C5'CLUSTER DETAILS,SHEET 10 MAX UNIT WIDTH SEE CLUSTER DETAILS, SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"CB' SHEET 10 FOR INTERLOCK 24"MAX.O.0 TS THIS POCKE AND \ BO'NOM. CLUSTER,SEE DETAILS SHEET )`' .. SEE POCKET O 8 P-HOOK r-------- - \ I PANEL WIDTH ,SHEET 11 x x VNIAX x "11 x x x x x x JAMB MOUNTING I x x x x x x x f x x x x x x x x x INSTALLATION. ADAPTER 8 MAX. ( x x x x x x THIS SHEET ANCHORS MIDWAYI ®1II 3"MAX. &S oIHEET 14 BETWEEN P-HOOK x 4 PAIRS OF ANCHORS$AT 3" I i x D ANCHORS ••;:; ',:',:. FROM TOPS ®i tp ANCHORS 96 (TOTAL8 BOTTOM o 1'r i 1 o UNIT ZI"�• ANCHORS) >> MAx o.c.' HEIGHT D.C. PERJAMB 4.051" 'MAX.TO OPENING i z p 01 W MAX.O.C. n®=P-HOOK EDGE OF POCKET SEE ®i I � ANCHORS x DETAIL JAMB INSTALLATION t o I I Z DETAILS'Jc'&We, m s�s o ►71 0= BELOW) P-HOOK END PANEL SHEET 14&PART A MOUNTING x ANCHORAGE DETAILS'J"&'K', Ip 1 j I io T MAX ADAPTER 24"MAX• (2 ANCHORS) SHEET 19 FOR i a B'Mlk®1 I ANCHORS - x O.C. P-HOOK --___ l x x ANCHORS x x x - ND PANEL ANCHORAGE END PANEL . x' x, x x x x x x -x x x . x' 6'MAX ANCHORAGE(SEE ANCHORAGE '-� x' x xx x x' „+Z^ "+2^ SKETCH BELOW) (SEE SKETCH BELOW) �.+q" ^+2" '+p^ ANCHORAGE ANCHORAGE CENTERLINE a-W'x'TYP• ANCHORAGE ANCHORAGE - ANCHORAGE OFPANEL 1 2'04" 24'MAX EXAMPLE'5-PANEL,2 TRACK 90"OUTSIDE CORNER-PXX=0-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)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: EXTERIOR HEAD OR SILL IF A SPLICE Ik 60, CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21' OCCURS AT THE P-HOOK. NOM. < • INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 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 +2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR 1 CLUSTER IS OVER24",OTHERWISE ANCHORS ARE NOT 6"MAX. PRODUCT REVISED 3.5 REQUIRED AS PER THE FIGURE AT RIGHT: es eom pIng with tho Florida CEMERLINE JAMBS&P-HOOKS;6"MAX.FROM BOTTOM,21"MAX ANCHOR PAIR D.C.(JAMBS),14"MAX.ANCHOR � BuBdlne Codo OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME CK AMB HOA-N°' 16.0629.06 P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR Expiration Dato 02/17/2020 "+2"ANCHORAGE SEE"C5'CLUSTER END PANEL REQUIRES CENTERLINE CENTERLINE ey ` C6"CLUSTER,SEE �►—pF DETAILS,SHEET 10 OF ANCHORAGE Mlam a ro uet Wntro • I DETAILS,SHEET II I INTERLOCK FORASTRAGAL I ASTRAGAL (2ANCHORS) MAX. i4.051" IIi I i. '` .�r.E i ••' t<..SC•7?± EXTERIOR CENTERLINE "+2"ANCHORAGE L�CENTERLINE "+2'ANCHORAGE CENTERLINE h _ OF PANEL 3 I OF PANEL 4 I OF PANEL 5 pp r l4= SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS •o 1_6 ` 10M TECHWOLOSYDRWE ANCHORAGE SPACING&EXAMPLE PLANS g N.VENCE,,FL 3427" (54r}tea rsoo SERIES 770ALUM.SGD-LM IMPACT m,erens sd" A LYNN MILLER,P.E.a„w ey:vxc a.�.a c swam NTS 9 +22 PGT0180 B P.E#58705 JR 1o18H4 CERT.aFAU1M1 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG. 2 INTERLOCK�IF NEEDED INTERLOCK—I CONDITION,USE INTERLOCK IF NEEDED 2.04" .04° CENTERLINE I CENTERLINE "CO"CLUSTER DETAIL) CENTERLINE 1.75" EXTERIOR 6°DIAG. *3.5" 7„ 7. 3.5" 21" G MAX.O.C.•204" 21"4 I 5.64" MAX.DR 3.6' EXTERIOR 4"DIAG. 7. IOR 7° 3.5" I O.C. v 2-TRACK FRAME HEAD/SILL �/ 7' 6'MAX 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/SILL 564° 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK C]a ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5) ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR 6"MAX F4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR�SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK--t—IF NEEDED INTERLOCK CONDITION,USE INTERLOCK IF NEEDED EXTERIOR ANCHOR PAIR CENTERLINE 1 CENTERLINES "06'CLUSTER DETAIL) CENTERLINE 3 5" 2.04" 3.5' 7' ANCHORS MAYBE INSTALLED 21' EITHER IN THE EXT.OR INT. D 2.04" "DIAG. MAX TRACK(INT.SHOWN) 4.08" 4.08" O.C. 2.04" - 5.64" -NOTES: 1.ALL DIMENSIONS SHOWN EXTERIOR 7. EXTERIOR 7, 4"DIAG. EXTEROR 3.5' ARE BASED ON MIN. �L 3.5" 6"MAX. ALLOWED. 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL 2,FOR HEAD OR SILL SPLICE A ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED C6 ANCHORS ARE REQUIRED,"C6") 3 ANCHOR PAIR JAMB P-HOOK SEE SHEET 9_ ANCHORS ARE REQUIRED,"C4") � (FOR SPLICE FOR SPLICED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL CK CONDITIONS ONLY' INTERLOCKIF NEEDED INTERLOCK i (FOR SPLICE INTERLOCK I CONDITION,DO NOT CO<DITION,USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE ! CENTERLINE CENTERLINE �JI "C8'CLUSTER DETAIL) IF NEEDED 1.75" 3,5" 1 3,5" PRODUCT REVISED 3.5" 3.6' F- 7' as aul tl®ly pewlth the Florida NOA-No. Cod 16-0629.06 �2tOl� 4"DIAG. 2.04' 4'DIAG. 2.04" Expiration Date 02/17/2020 ay 2.04' 5.37"DIAG. 'DIAG. IDlam a ro uc Control 4.08' 2.04° 4"DIAG. 1 EXTERIOR EXTERIOR 7" EXTERIOR 7^ 3.5' 3'5" '.'� yl. _••.t:. , 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SILL 0D ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK ('fa ASTRAGAL OR INTERLOCK _ 1'O•.5",t�s (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C5' WITH&WITHOUT SPLICE CONDITION 1070TECHWOUWDRAIE ANCHORAGE,EXAMPLE CLUSTERS •. `"' �'' "'` N.VEMCF.FL 3ne SERIES 770ALUM,SGD-LMIMPACT ryn}�earmo '•' am ® s„wmw aw° a.rvu. B A.L NNMILLER P.E. JR iNtNf4 C©Tr.CPAUM029M saano fMTS 10 d 22 PGT0f30 0 1 I 2.04' 2-�" INTERIOR 2.04" INTERIOR 2.09 NOTES: INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN 4"DIAG. ?4'DWG. 8 ARE BASED ON MINIMUM 6 12" 6.12" 5. 3.5' ALLOWED.INrewoR 7 INTERIo INTERIOR 2.DETAILS DEPICT ANCHOR INTERIOR QUANTITY AND SPACING, 90 3. 90° 3. 1 EXTERIOR 1 ° AND WOULD BE IDENTICAL EXTERIOR IOR 4"DWG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4" 3,5" 4" 3.5' 3 • 4" EXTERIOR „+1"ANCHOR 2.04' EXTERIOR 2.04, EXTERIOR 2.04 exrERloR 4" 2.04" 7 8.94" go'CORNER 90°CORNER 135°CORNER 135'CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,"C6') 4.08" +2"ANCHOR INTERIOR INTERIOR EXTERIOR 4.08' +1°ANCHOR 2 04•t�INTERIOR 4° 3.5' INTERIOR 7-41° 4"DIAG. 3.5° I 90, 7" 1355° I _ CENTERLINE EXTERIOR f OF PANEL 3 3,5" 4.08' 4.08" "+3"ANCHOR .3 5.37" G. 7° CENTERLINE 2.04" 3.6" 4' �7-' OFPANEL 4'DWG. EXTERIOR 7" FM O4" INTERIOR �� °+2"ANCHOR 3.5' 90°CORNER 135°CORNEREXTE�OR VIEWS 7� 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL V CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6°ANCHOR CLUSTER REQUIRED OF EL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DI INTERMEDIATE I FRAME HEAD/SILL DIATE ANCHOR LAYOUT INTERIOR 6.12" INTERIOR 2.04" 2.04' 6.12" 3.5' 4" EXTERIOR , 5 88° CENTERLINE INTERIOR OFPANEL PRODUCT REVISED INTERIOR 90 135° "+3°ANCHOR ae complvinn with the Florida 4' 3.5' Budding bode 2.04" NOA-No. 16-0629.06 7" Expiration Date 02/17/2020 6.12" 4 5.12" 3.5' 4.08' BY 7" OCTERIOR Mia - ro uct Centro 2.04' 3.5" 4" 4"DIAG. 3.5' 3.5" F!KNEL 7' EXTERIOR 4" ERLINEEXTERIOR 90°CORNER 135'CORNER2.04' 4 TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL ("C8"ANCHOR CLUSTER REQUIRED ("08"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT - AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) r fomTmwLoGYORNE ANCHORAGE,EXAMPLE CLUSTERS ' N.VBfC$F19C175 Trt ::��+.i�•�` ts,at+ao-feau SERIES 770 ALUM.SGD—LM IMPACT M;WBr•k'awt aa: ® .ww . arw," r —ft 9 A.L NN MILLER, P.E. JR CERT:OFAUTN.02W% 3[3D77D ;Ts 11 22 POT0130 -I INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"• 2-1116" 2-1/16 NOTES: EXTERIOR 1/4" 1/4" 1w 1.ALLDIMENSIONS a MAX MAX MAX. SHOWN ARE BASED o SHIM EXTERIOR o SHIM EXTERIOR SHIM ON MIN.ALLOWED. METAL OR 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 I &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.L IS ®w WOOD INSTALLATION Ew WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE I(1/4"MAX.) 1 SHEET 1 SHEET 1 (1/4-MAX.) r -_.,.•.:. .. (1/4"MAX) _ .. ._.., .,:_>. .• EXTERIOR T EXTERIOR El(TERIORT EMBEDMENT:SEE � HEET 1 2-1/16"' 2-1117TABLE �2-1/16"' TABLE A,DISTANCE: EDGE DISTANCE: EDGE DISTANCE: CE: SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 ST 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBLE A,SHEET 1 TIK FRAME SILL WOD INSTALLATION ®WOOD INS LATION 3-TRACK FRAME SILL �MEALNSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED TABLE A,SHEET 1 —~ SEE ANCHOR as complying with the Florida EDGE DISTANCE: NOTE 4,SHEET 1 Building Codo 2X WOOD EDGE DISTANCE: 2X WOOD SEE TABLE A, Non No 16 0629.06 TYP.,SEE ANCHOR SEE TABLE A. TYP SEE ANCHOR SHEET 1 Expiration onto 02/17/2020 NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1H6"' SMS ANCHOR TYP., ey SEE ANCHOR NOTES miam duct contra WOOD ANCHOR TYP., 2-1118"' &TABLE A.SHEET I SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS 0 &TABLE A,SHEET 1 EXTERIOR BEYOND THE EXTERIOR EXTERIOR �f1, META- 't�•• GEidSF'':CP 1/4"MAX.SHIM Imo— 19'MAX.SHIM —► F-- v SUBSTRATE 114"MAX.SHIM h— 3r: N 56105 2-TRACK FRAME JAMB Ifa 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION - Q � ame = �• 6 TA�. F ANCHORAGE DETAILS =�� F'caRio�•'�� ' Re m4f)-�160 SERIES 770 ALUM.SGD-LM IMPACTS`SIOh1pl�E ; .o»: WE 6;a 7�2-0&. CER>:OFAIlTH.Ct82He SOD-T70 NTS 12 d 22 PQT0130 B A L Pas suo5 P.E JR f0/IW14 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE PER TABLE PER TABLE ON MIN.ALLOWED. A,SHEET 1 2-1/i6'• 2-1/1B'• 2-1/18"' A,SHEET 1 A.SHEET 1 1/4• •DIAGONAL O.C.IS EXTERIOR '•t,.'`S�':...: -'. ^(j's MAX. MIN 4"(HEAD&SILL) i y f SHIM OR 6'(JAMB)SEE EMBEDMENT: J 1/4' EXTERIOR 1/4' EXTERIOR DETAILS,SHEETS SEE TABLE A, MAX. (� MAX 10&11. SHEET 1 SHIM r SHIM r PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& _ ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bo CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX 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 I TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A SHEET i ANCHOR NOTE 3,SHEET I SEEANCHOR SEEANCHOR SEEANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4•MAX) SHEET, 1 SHEET 1 I 1 (1/4"MAX) 1 (1/4-MAX.) EXTERIOR EXTERIOR V. EXTERIOR '�! �-• _ 1 CONCRETE 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 I A.SHEET 1 EMBEDMENT:SEE TABLE A.SHEET, A,SHEET I EMBEDMENT:SEE TABLE A,SHEET, i 2-TRACK FRAME SILL 4ta 3-TRACK FRAME SILL 4-TRACK FRAME SILL \acj CONCRETE INSTALLATION Ec CONCRETE INSTALLATION W CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 —� EMBEDMENT:SEE TABLE A,SHEET 1 _� EDGE DISTANCE EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, SHEET 1 PRODUCT REVISED TABLE A,SHEET 1 —~ TYP.,SEE ANCHOR SHEET 7 ,X WODD BUCK TYP., os com t with the Florida SEE ANCHOR NOTE 3, Building Coo PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A. SHEETI Non No. 16-0629.06 v'• SEETABLEA, SHEETI 2-1/16" 1X WOOb BUCK TIP., SHEET 1 _'2 1/16"• Expiration Date 02/17/2020 SEE ANCHOR NOTE 3, CONC./CMU ANCHOR SHEET 1 e. TYP.,SEE ANCHOR CONC./CMU ANCHOR 2-,/16"• PROPERLY SECURED NOTES&TABLE A, tAlam-0 roduet control TYP.,'SEE ANCHOR 1X WOOD BUCK TYP., SHEET 1 CONCRETE NOTES&TABLE A. SEE ANCHOR NOTE 3, CONCRETE SHEET 1 OR CMU OR CMU SHEET 1 y_ CONCRETE EXTEROR PER TABLE t1T i;I[1!;" EXTERIOR OR CMU EXTERIOR AESHEETLE �j A SHEETI `��`�opc1 VfNh rH/�`��'�: V I/4'MAX.SHIM I+ PER TABLE nn �\^. ....... A,SHEET 1 V 1/4'MAX.SHIM F� I 1/4'MAX.SHIM I-�— y,�•:. •_h� I 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB _ No.58705 CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION lc CONCRETE/CMU INSTALLATION 10701SCHNOLOGYDRWO ANCHORAGE DETAILS ;gyp'., IT"t"rF —,Q, N.VEMCF_FL sws fat ^�+C`�,. •cCT'R1DI^ �:., ! INQ490.1an SERIES 770 ALUM.SGD-LM IMPACT l u^�:' ..•..'�t\� rd.ear< — o.7 ac �'A(L�D R <P:e. n JR 1 o%f4 naem CERT.OFAUM.i1MM SGO-r10 NTS 13 a 22 PGT0130 B P!i:iebgYoi J[ 8 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 2' DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET I P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR ILLUSTRATIVE C� o WOOD ANCHOR TYP., INFILTRATION CONCJCMU PURPOSES ONLY.SEE SANCHOR TYP.,SEE EE ANCHOR NOTES Y8 ANCHOR NOTES& TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 SEE TABLE A. (ALSO SEE TYP. ' ' TABLE A,SHEET 1 ALL APPROVED 2e :: ...;••: SUBSTRATES. SHEET 1 ILLUSTRATION,SHEET 9) '. 1-1/4"MIN.EDGE DISTANCE • DISTANCE;SEE EXTERIOR 3.SEE TABESI�, TABLE A,SHEET 1 EMBEDMENT: 15 SHEETS 8 8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P HOOK 26 `: AND P-HOOK EXTERIOR SHEET-1 .. ;;,•,;',: ADAPTER CONCJCMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., '`i'' ` ;'',. ANCHORTYP.,SEE SEE ANCHOR NOTES P-HOOK :•• ti=:`••':.:.:. ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A;SHEET 1 ILLUSTRATION,SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH ANY SILL RISER PARTS#18,#20,#22 OR#24, PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETEICMU 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 SHEET 1 EMBEDM9IT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU TABLE A, NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 `�I ANCHOR TYP.,SEE MIN.OF 3 THREADS ANCHOR TYP.,SEE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 s..;:;; ANCHOR NOTES&TABLE SUBSTRATE r—�l &TABLE A,SHEET I �:'i n'.-;:'.:..,•..:::=. !: (ALSO SEE TYR ALSO SEETYP. EMBEDMENT: ,.,r f',:,':• , ( :•^ •'*,:"�•; ILLUSTRATION,SHEET 9) ILLUSTRATION, SEE TABLE A. .:. ;,. •,:�, + , EMBEDMENT: SHEET9) SHEETI :;•• .:::.•- SEE TABLE A DISTANCE:SEE ' SHEET 1 BLE A,SHEET 1 '°+' '• 1-1/4"MIN.EDGE DISTANCE ll *D!� •. `30 PRODUCT REVISED as eomplyIng with the Florida P-HOOK SMS ANCHOR TYP Building Codo EXTERIOR P-HOOK CONCJCMU EXTERIOR NOA-I+o. 16.0629.06 SEE ANCHOR NOTE n ANCHOR TYP.,SEEDOT fl Expiration Date 0211712020 &TABLE A,SHEET V ANCHOR NOTES&TABLE V (ALSO SEE TYP. I 2.693"MIN. A SHEET 1 B ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. 2.693"MIN. Rnam roduet control EDGE DISTANCE ILLUSTRATION,SHEET 9) ja P HOOK FOR USE WITH BOXSILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS %W PARTS#19,#21,#23 OR#25, Kc PARTS#19,921,#23 OR 925, ay LYNN qf� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR `0•.•• �lF�), MOUNT MOUNT e�•:�prN ' 1 (SEE TABLES 1 A,2A&3A (SEE TABLES 1A,2A 8 3A FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY ;.{ Pto 58T05 ar< w to�cTEcxxoioovOwvE ANCHORAGE DETAILS N.V&aC�FL 9da8 raa '.,';r.'•.FLORID':•'`('j�� Isrr}reatean SERIES 770 ALUM.SGD-LM IMPACT uov, o,mr oxc a e,e.+.ms a.� R.1111 !IG}ER;P.E.JR ld14H4 CEM.OFAM#-V2W sc0 rso NTS 14 d 22 1GT0130 B P.E 768705 f CONFIG. EXAMPLES MAX,UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL'A', MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DETAILS'AW&'Ad. WIDTH INTERIOR SHEETS 12&13 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS 90• APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL N2', PANEL HEIGHT AND WIDTH.SEE TYPE 'OS• AS' TYPE SHEET 19&CORNER SHEETS 18&19 FOR SECTION A MAX.UNIT ANCHORAGE SHEET 11 DETAILS AND SHEETS 12-14 FOR MAX PANEL / MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS-. PANEL WIDTH TYP. DLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107.110)AT HEIGHT HEIGHT TABLES EACH LOCKSTILE,LOCKING INTO SEE PER 1-3 EXTERIOR INFERIOR KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1� ORASTRAGAL. JAMB DETAIL'G3',SHEET 3)PLEASE SEE APPLICABLE 18;INSTALLATION DETAILS ASTRAGAL'&INTERLOCK X X 'GW&'Ge,SHEETS 12&13 COMBINATIONS PER DPIANCHOR TABLES. 90, DLO WIDTH=NOM,PANEL WIDTH-7" SILL DETAIL'D',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/)O( PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 'DW&'De.SHEETS 12&13 SILICONE HOT-MELT SLIM STRUCTURAL SILICONE STRUCTURAL SILICONE 3/16"NOM. BY OTHERS POLYISOBUTYLEN 1/4'NOM. FOAM WITH DESICCANT WITH DESICCANT EXT.GLASS EXT.GLASS #8X1• #10 X 1-1/2" PH SMS PH SMS INT.GLASS INT.GLASS ,�+ KODISPACE 4SG TPS ss SUPER SPACER@NXTT"' PRODUCT REVISED ALUMINUM rR ComPlyyin with th©Florida _ REINFORCEMENT pOLY1S0- DESICCANT FILL AREA NOA-Nol.g. NOA-No. 16-0629.06 99 PANEL CORNER FRAME CORNER 6116 NOM, B BEAAL wts"NOM. pxplratlon Data 02I7/2020 DETAIL DETAIL BUM& ROLL-FORMED SILICONE SEAL DESICCANT ey FOAM STAINLESS STEEL Mlam a uct Control EXT.GLASS Part# Description Material EXT,GLASs 124 Kommerling 4SG TPS Spacer System `}•" ' -:`�•`%. 125 Quanex Super Spacer nXrwith Hot Melt Butyl Sea this �-' ,tCFr'S,c''��:j'.• 128 Quanex Duraseal Spacer Sheet for INT•Goss INT.GLASS Materials 127 Cardirlal)L Edge Spacer ,ze DURASEALO SPACER ,v XL EDGEnSPACER REFERENCE TEST REPORTS:FTL-8717,8968&6970 "�:; f'"•' JR a" awmfe a"AWWSPACER& rom TE,rtidoorORrve ANCHORAGEDETAILS/EXAMPLEELEVATIO rw :`c;,r`•�'J::'c'.,.i)y ,` a rases UVSWM FL 3075 rmc ;:•;;,•i; i�..• . (941)LIS0.1SM SERIES 77V ALUM.SGD-LM IMPACT I 5;,W- A.LYNN MILLER,P.E. SITS JA 1W1l,H4 o.r CErtTOFaurrtsg2ve ® SOD770 15 d 22 POT0130 B P.E.,Isa7o5 I I CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET IS; INSTALLATION DETAILS'GW'&Gc',SHEETS 12&13HEADER DETAIL'A',SHEE 18;aED JAMB DETAIL'G2', ASTR�0 ��AIL'A',SHEET DLO JAMB DETAIL'G3'.SHEET INSTALLATION DETAILS'Aw&Ac', WIDTHSHEET f8;INSTALLATION DETA TION DETAILS 18;INSTALLATION DETAILS SHEETS 12&13 DETAILS'Gw'&'Gc', L2,SHEET 19' 'Aw'&'Ac',SHEETS 12&13 TYp• "S 'Gv/&'Gc',SHEETS 12&13 SHEETS 12&13 90° ( , , EXTE IOR INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE PANEL PANEL TYPE INTERLOCK DETAIL 'R' L' D. 'A' MAX ,A, TYPE TYPE K IQSI MAX M'.SHEET 19 E CORNER / UNIT UNIT NOM. / / HEIGHT HEIGHTIDETAIL DETAIL SHEET 19& PANEL SILL DETAIL NOM. / / CORNERANCHORAGE go- / PER / PANEL WIDTH TYP. D',SHEET MAX / / SEE PERSHEET fi MAX. PER SEE TABLES 16. MOTH TYP. TABLES DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1.9 NTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 a a 'DW&'Dc', "Lli EXTERIORO X X X SHEETS12 � NOM.PANEL &13 , WIDTH TYP. X X PER TABLES SEE FRAME&- MAX.UNIT WIDTH MAX.UNIT WIDTH 1� 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:90°OUTSIDE CORNER-MXX(2-TRACK) JAMB DETAIL'11','SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS 7w'& 1 L2,SHEET 19� ,^� INTERLOCK DETAIL W.SHEET 19 '1&.SHEETS 12&13� HEADER DETAIL �JAMB DETAIL'H2',SHEET P HOOK DETAILS'&W,SHEET SHEET 18; l 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw, INSTALLATION JAMB DETAIL'17,SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET 'Hy/&He,SHEETS 12&13 'Jc','Kw'&'Kd,SHEET 14 DETAILS'Bw'&'Be, DETAILS'IW&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 i &'Cc',SHEETS 12&13 MAX.UNIT WIDTH —MAX UNITWIDTHPANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL iTYPE TYPE TYPE TYPE PRODUCT REVISED TYPE TYPE TYPE TYPE I s compyln with iho plorida 'L' M• 'F I M' F F P' Bding God�eMAXNOA-No. 16-0629.06 MAX UNIT NOM. NOM. UNIT HEIGHT PANEL / PANEL / HEIGHT -pimtlon Date02/17/2020 PER WIDTH TYP. ¢ I WIDTH TYP. PER fiY TABLES MAX/ /SEE PER / s�s i SEE MAX. PER TABLES MIam1- a ct coot of 1-3 DLO NOTE 2 TABLES 1-3 $3 j --NOTE 2 DLO TABLES 1-3 1-3 HEIGHT SHEETI5 SHEET 15 HEIGHT O X X X i, X X X O , p EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18; EXAMPLE:MO SILL DETAIL'P,SHEET 18: - (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (¢TRACK,BY-PASS) INSTALLATION DETAILS `!;`( rt 'EW&'Ec',SHEETS 12&13 'Fw'&'Fc',SHEETS 12&13 6 - EXAMPLE ELEVATIONS ....... nme f070TECFRlOLOOYDRNE -..•._ .•:•: N.VENXI-EFL3U7S m< SERIES 770 ALUM.SGD-LM IMPACT s raamrt arr: ,.e awrarxs �c A.LYNN MILLER,P.E JR• 1mfOH4 °vY CERT.OFAUM.92=6 ® 90D-770 NT.S' 1B +22 POT0190 B P.E.rfiar05 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL 1NT CORNER EXT CORNER EXT CORNER TNT CORNER EXT CORNER EXTCORNER INTCORNER INTERLOCK INTERLOCKI BTIIP W/HANDLE BOX OUT BOX IN BOXOUT BOXIN 90 LOCKST1LE 90 LOCKSTILE 00 RECEIVER 90RECEIVER��CEIVER 36 RECEIVER 36 RECEIVER TYPES W/HANDLE WIHANDLE W/HANDLE W/HANDLE WAZZLE W/HANDUS W/HANDLE W/WWOLE d118 #1#�1JIs d31 #31 —rc.� d120 #119 961 tH18 fl91' i/b1 #61 SINGLE �- F PP KUT TR TQ TC TA TV TW INTERLOCK INTERLLo K B E P A C C IC SQ . SC SA. SV SW IN Bwrolrr /earM TLE SSI RR R �M) _ FD FC FV FW / LIHANOLE D A A J J / WI HANDLE ��/� RO%oIr11 ASTRAGAL Ill iIL L{� PANEL NOTES: a Box our r w�HrwOLE OoxonD 1.SEEDP.TABLESI.3,SHEETS 6.8 FOR PANEL ASTRAGAL QQ /�� SIZES&DESIGN PRESSURE, BOX IN ►• LEFT 4LNTERI RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE l� I=M PANEL PANEL ARE NO I REQUIRED FOR ANY CONFIGURATIONS {= ASTRAGAL T (� STILE I�ExTERIOR STILE AND ARE NOT AVAILABLE, p ASTRAGAL • `� 3.901 ASTRAGALS TO USE HEAVY-DUTY STILES {- T r I PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER WASTRAGAL LJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER BOX ASTRAGALS. -j 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES Nr�455- RT CI10 t (#81)AND CORNER ADDON(#31). w wiH SILL RISERS OPTIONS .sir 23z EX HER �� 2E 90 Lcco.m LE+ Q T QS 1+—292" EXTERIOR < WI HANDLE g11g .232• I EXTERIOR .062' a EXT CORNER E ��I I EXTERfOR fit, ,062" `r 4,055' 90 RECEIVER T I_1L •082" �f 3.305' IV]HANDLE �N18 C• S �6' + I CCORNER d81 AT AS, DF 1•Ssr —I1L BO RECEIVER� -�- 11"lloWINA LE x11 1 PRODUCT REVISED $118 as compleng with the Florida EXT CORNER 18.SILL RISER.FLAT' �0 SILL RISER.FLAT SILL RISER,FLAT 24 SILL RISER,FLAT Bulldln9 tone 16-0629.08 9DRECENER.I CF �SH.1GLOW,2-1/2" OMEDIUM,3-1/4' HIGH,4" NOA-No. --i f,- .768 EzpUa9on Date 02/17/2020 F•XY CORNER 1 VT VS VF i-+— 7ED' EXTERIOR By 136 RECEIVER I�� WIHANDLE EXTERIOR EXTERIOR I ?60" EXTERIOR • Miaml-Da roduct Contro TNT CORNER 891 ,w WS W� �7"�{ .062' 4.0SS" W RECEIVER VV` Y-' 1 a .OBY 3.305' :5\'.t e;t,/. - W/FIANOLE p61 062• 2.555° I . ° 1.58r . S f:I 9SILL RISER,B ' SILL RISER,BOXj RISER,SILL RISER,BOX SILL BOX 18" OXIFLUSH,1-1/2" 21 LOW,2-1W O MEDIUM,3AW 25 HIGH,4"NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS fasa 1m+m+.r - f070TE0NNOLOOYORNE PANE{,TYPES �::�ra�_P.•-:r�'.: N.LEN)L'E R36175 rmr �.'�.;.�, •��t'. SERIES 770 ALUM.SGD-LM IMPACT .• A LYNN MILLER,P.E. uR 1wt0rt4 LxRr.aFAurN•az>Des ® soDno NTS 1T 22 PGT0130 B PES5970S ASSEMBLY DETAILS - 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) so OR 81 106 OCK PAR 17 106 OF JAMB GTH 14 75&107.11 14 5 _ ® B0OR61 -60 OR 61 - 16 5 G1 Bo OR e1 2-TRACK JAMB 2--TRACK JAMB (SHOWN6 SEE DETAIL G1 C IP—05— WITH FOR FIXED p�7 t0 6"LONG W/RETAINER#106 OPERABLE gp PANEL CLIP L758,ST-11 113 MIDSSPAN (SHOWN WITH. PANEL) SEE DETAIL G2 b FIXED PANEL TO rl ExrERIOR 1pg 113 LOW-110 103 FOR FIXED 5 60 OR 61 THE INTERIOR) V . PANEL CLIP 103 EXTERIOR - 14 15 b 112 1s 17 123 FULL LENGTH BO OR 81 G4 �EXTERIO t110 X 3/4 OF JAMB 2-TRACK JAMB 2-TRACK JAMB I�ExrEwoR �EXTERIOR wOR SMs,X 3 CLIP#80 OR#105 61 92 WI SCREEN ETAINER#123 3 TRACK JAMB 3-TRACK JAMB 4 TRACK JAMB 4-TRACK JAMB 6-LONG WI R Q e0 (SHOWN WITH H1 (fRhSHOWN WITH a(SHOWN WITH 17 (SHOWN WITH (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 8o OR 81 'THE EXTERIOR) 63 •THE EXTERIOR) THE INTERIOR) 0EXTERIOR �EYMMOR 112 1 3 I 4 45 - 6 - 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 89 EX ERIO ` a Y' O_SHO PT da4-TRACK MAX.UNIT SC SCTH REEN FRAME HEADCREEN ®FRAME HEAD FRAME HEAD HEIGHT PER TRACK TABLES13 PRODUCT REVISED 53 gp as eompl t, with tha Florida pg 88 BuOdInB Code EXTERIOR EXTERIOR NOA-No. 16-0629.06 52 51 72 OR 73 72 OR 73 72 OR 73 Expiration Date 02/17/2020 11 46 B 10 B 113 Y 11 11 MlamiLD16 ProductContro 48 47 a 8 Ex7tER;OR 112 6 113 113 2-TRACK W/SCREEN 3-TRACK ®4 TRACK 4`\• FRAME SILL FRAME SILL FRAME SILL Na,0S7G •ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 6 13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. xerae�- awe raewsas - a•�+r ST.�;^U: 1070 TECHNO[oGrOFIVE VERTICAL SECTION DETAILS .�,ti''r:.,'-.:,:?R4o?.. ;.;'`:• N.VEMCE,FL 31275 me :".�I^,. ''.•. .� (041}40d1e00 SERIES 770ALUM.SGD-LM IMPACT r —vf aati �. a.�w,am ooeK w� a-+@ee roe A.LYNN MILLER,P.E. JR 10/f0/'14 CERr.OFAUIN.C2929B BGo-77D AITS 18 s 22 PGTDi30 B P.E.058705 I i ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 INTERIOR 81 113 118 2B 7 *Ill 30 113 11 27 63 TEM "1 103 82 111 63 6'0 OR 81 60 OR 616520 14 120 65 y EXTERIOR 111 B2 90° EXTERIOR v EXTERIOR INTERIOR EXTERIOR n P-HOOK FOR FLAT SILLSP-HOOK FOR BOX SILLS INTERIOR �J 90° �(EXT.OR INT.MOUNT) EXT.MOUNTONLY®K p� T OCK PART 60 OR 61 76 3107-R11 75 fl110711 81 76&107-11 5 ®INTERLOCK M i 14 113 � 60 6D 61 B1 11B 5 !MEXUTERIOR 113 EXTERIOR 119 113 103 119�'EXTERIOR 7 HEAVY-DUTY68 STANDARD ASTRAGAL*67 Lt H IL WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES68 GO*OUTSIDE CORNER#61 NiN1 2 T SHOWN. RACK N N2 SHOWN, 2-TRACK SHOWN S ITEM (HEAVY-DUTY STILE)SHOWN,ITEM#60 E EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO I (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. INTERIOR FOLN-PIOR 4 INTERIOR 5 135° 5 PRODUCT REVISED as eomplyiny with the Florida Building Code NOA-No. 16-0629.06 luphutlon Date 02/17/2020 7 11 135° By 14 6 81 32 Mlam not on 103 61 32 EXTERIOR 61 OCK PART 31 103 61 DTI,.EXTERIOR 7 •`,`;,?: j;_•j:`,,:_f„Iy'�. 75 a 107_11 14 ®135°INSIDE CORNIER 0 2-TRACK SHOWN 135°OUTSIDE CORNER 01 2-TRACK SHOWN I (6 ,swag: o.c , o� �"!•:i=�"' .:: 10707ECNNaoaYtlRNE1�ff- HORIZONTAL SECTION DETAIL$ CORNERS _ :;�+vl>.•`r: . �'� KVENICE FT.9f470ms ':.•`:'...-. •'�;- . SERIES 770 ALUM.SGD-LM IMPACT `;• i (949-a0.1B00 r uw-w IW omn tr.ron.ems T —1 o.wane — A.LY.F MILLER,P.E. SI JR 1~4 CERI:OFAM./vY298 506770 NTS 19 22 PGT0130 B P.Ep 6870s 6 I Item POT PGT# Description Item PGT PGT#, Description NOTES: Dw .# Dw .# 1)ALL ALUMINUM=6D63-T6 1 17300 017306 2-TRACK HEAD 60 17325 617325 PANEL STILE ' 2 17303 GV303 2-TRACK HEAD WITH SCREEN RAIL 61 V326 617326 PANEL SIRE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 82 17327 W7327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE - 4 - 17312 617312 4-TRACK HEAD E t225 6TP248 VINYL BULB WSTP.-THIN ONSIDE uaiEtu oaQ NOT PART OF THIS APPROVAL 5 17314 617314 FRAME SCREW COVER 64- 172D - 71729 SILL END WEATHERSTRP PAD 6 17317 617317 FRAME HEADIJAMS ADD-ON 85 17328 B17328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 1T304 6173D4 2-TRACK SILL 67 17329 017329 ASTRAGAL MIN:#10 SINS MAX.MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL GB 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS 2;4' X.O.C. 9 17307 617307 3-TRACK SILL 69 17324 017324 TOP&BOTTOM RAIL 10 17310 617310 4-TRACK SILL 7D 17350 417360 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 61T313 FRAME SILL TRACK INSERT 71 1895 71B95 14/2"X 1"X3/4"HIGH FIN SEAL DUST PLUGS 12 17315 6IT315 FRAME SILL SCREEN ADDON(SEE NOTE 3) 72 8153 78153X -TANDEM ST.STL ROLLER ASSY. 13 17310_ 617310 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 173M 617305 2-TRACKJAMB- 74. SILICONE OOW-899,DOW-995 OR GE 7700 1S 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEAIINI MORTICE 3-PLY DUAL LOCK W7LONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 032X1 71FPFX #10-32X1°FL.SS SCREW W/TYPE"F'T1P 17 17311 617311 4-TRACK JAMB Tr 1 7103239 1032 STEEL Z94C U-NUT 18 17322 OI T322 SILL RISER-FIAT,FLUSH,142' 79 17357 1 617357 1"IG BEAD 19 17319 1 617319 SILL RISER-BOX FLUSH,14fT '8p '17359 817359 7/16"BEADIFDED PANEL CLIP 20 17321 1 OIT321 SLL RISER-FLAT,LAW,2-1/2" 81 173W 617380 9/16"BEAD 21 17318 1 61T318 SILL RISER-BOX iflW,2-12° 82 1224 OTP247K VINYL BULB WEATHERSTRIP 22 17355 1 617355 - SILL RISER-FLAT,MEDIUM,3-1/4" 63 61745 1745- LOWE INC.VT X1/16'SGL SIDE ADH.TAPE,POLYETH. 23 17354 1 017354 SILL RISER-BOX MEDIUM,3414" 100 OD52 40052 ROLLER AOJ.HOLE PLUG 24 17323 1 617323 SILL RISER-FLAT,HIGH,4' 101 72097 J4MBBUMPER 25 17320 617320 BILL RISER-BOX,HIGH,4' 102 1898 71695 OUST PLUG 23 17333 617333 POCKETP-HOOK 103 SIBS 78186X 1"KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SD0=EP SCREEN LOCK KEEPER 20 17334 617334 POC14ETP-HOOK MOUNT 105 17344 617344 FD4=D PANELCUP-8"LONG 29. 17335 SM35 IP-HOOK COVER 100 17352 617352 IFDCED PANEL RETAINER-9116" 30 17348 617348 PDCFET P-HOOK FOR BOXRISER 107 1739 71739 HANDLE KU-INTERIOR RAID WITH THUMB TURN 31 17378 617370 1135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIORHANDLE 32 17376 617376 1135 FDED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN ITEMS 4033 ARE SCREEN PARTS: 110 1732 70178 HANDLE KIT-RECESSED EXTERIOR PULL 40 4319 612258 SCREEN SIDE RAIL-LOCKS TILE 111 71oX34PPSDAX 410 X3/4"PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET 112 1235 MIS WSTP,-27OX.170-FIN SEAL 42 41818 SCREEN KEEPER.SPACER SET 113 1712 64066 .187°X.23("FNSEAL ; 43 8152 08152 SCREEN NTERLOCKADAPTER 114 71OX115PPX #10X1-1t2" - PRODUCT REVISED ' 44 442B 84428 SCREEN DOUBLE INTERLOCK 115 -710)PPT 910 X7" as complylnp with the Florida 45 4M7 612256 SCREEN TOP RAIL 116 720XIX #14;2OX1"S.S, NOA-NB Code 40 4318 812257 SCREEN BOTTOM RAIL 117 72N0 12X #14,20 X 1-12"B.S. NOA-No. 1s-0629.06 47 •868 7SRAZ STANDARD ROLLER 118 17338 617330 90 DEGREE CORNER RECEIVER P-xpiratlon Date 02/17/2020 48 688 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTS DE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 61 t7338 90 DEGREE INSIDE CORNER ASTRAGAL - By Miam a ro uct Contra SO 17349 017349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 817352, FUND PANEL RETAINER,7!B' 51 low 01892 SCREEN SPLINE-165' 52 1694 61694 SCREEN SPLINE-.150" 53 01816C20 SCREEN C107H •')t".- 54 T725 12:4__ 4 X7/18"SET.BLOCK,NEOPRENE 85+/45 55 1720 1"X4X1/18'BET,BLOCK,NEOPRENE 05+IS , c roro7EcrwDLocvav/ts PARTS LIST me .. .. SERIES 770 ALUM.SGD-LM IMPACT La4r}4Fro•rcao _ °e" °i°" °" cERr oP.wrr/az9me sao-lro NTS 20 d 22 a.ec P077)130 g a LYNN#38L 05 P.E.JR 11nar4 1 4 5.089" 8.562' MOW 1.872"f►- 1.21 VLL 1.505" I Jl fTill-� Ij 0.081" 0.062' 1.019" 0.081" 0.081" fO2_TRACKHEAD to 4TRACKSILL SCREE (6D63-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 6.5--- 5.069" 0.0801, 1.045" 1.211" 1.505" 1 1.993" 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL -LEN (6D63-T6 AL) (6063-T I AL) 14 2-TRACK JAMB '� TOPRAIL (6063-76 AL) (6063-T6 AL) 2 TRACK JAMB 7.105" 6.221" 15 SCREEN TRACK W/ -0.080" (6063 T6 AL) 1.35" 1.505" 1211" ]-' 1.993" 0.081' 2-TRACKI L 0.062" O3 3--TRACK HEAD SILL W/SCREEN TRACK 0 081° (6063-T6 AL) (6063-T6 AL) SCREEN �BOTTOM RAIL (6063-T6 AL) 9.142" 4.49" 0.0811, --f 0,080" T 7 rTT 1 211, 1.505" 7,105"1 -m 0.081" 9.141" 04-TRACK HEAD 02-TRACK SILL fi063-T6 PRODUCT REVISED ( AL (6W3-T6 A)) L os eomply ngClodan with the FloridaBulltg NOA-No. 16.0629.06 f 01060" Expiration Date 0 211 7/2 0 2 0 0:5 mi32° 0.760° Mia nde duet Control 1260" • y 0.060" OFRAME-HEADIJAMB SCREEN FRAME SILL SCREEN • FRAME SILL SCREEN ` 'i^`•� °�• '� ADD ON 12 ADD-0N 13 END ADD-ON 76 3-TRACK JAMB (6063-T6 AL) (6063•T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3/16"MASONRY OR 3/16"MASONRY 17 (-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS Q 24"MAX O.C. (6083-T6 AL) 1070 fECNNOLOGYORNE ,EXTRUSIONS c,zn-i;.•'•- a� SERIES 770 ALUM.SGD-LMIMPACT (eofy4ea feoa aswime m+w s.c a.."oro rtv.• A LYFN MILLER,P.E. On JR B7:aa• a.a.d o°s: �OFNM•g�gg ° sco-)ld NTS 2f m 22 PCi70130 B REA SM5 1CYf0/f4 f 0.718' 0.83 3.802" ---�� 3.802° 2.304' 0.752° I 0.752° � 0.885" 0.574' 0.796' 1,163"� 0.062" 0.080" 0.062' 0.2W " 0.062" O 0.264" 0.075" FRAME SILL P-HOOK MOUNTING P-HOOK SCREW 8 COVER 17 TRACK OP-HOOK 28 ADAPTOR COVER 0.D83. 30 -HOOK FOR BOX RISER (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6663_T6 AL) (6063-T6 AL) (6063-T6 AL) 4" " g2.44" 4'-1 2.30" 1.488" 1.739"0.062' 1.3030.830' 1.600 0.133' 1.600 0.062'.080' 1.8T0" 1888" .016" I0.3274" 3.125" Imo-3.125' 0.062" INTERLOCK INTERLOCK 3i 135°CORNER 32 135"FIXED MOUNT 80 STANDARD STILE O1 HEAVY DUTY STILE 82 O (6063•T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" LU0.075" . 10 5 '� f1l�1" l 1.050' 0TL- 021.645' 1.304'4 . 0 .28 045 3.25 0.125" 0.281" �.485' 1.050' �--• - GLAZING 7/16°GLAZING 9/16'GLAZING eT STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL 0-U Oeo 8i (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) B D BEAD,FIXED BEAD (6063-T6AL) PANEL CLIP (6063-T6 AL) (6063 T6 AL) 1 A03" 1.03" 4" 5 621" PRODUCT REVISED K9WIth the Florida 0.757' de0.080 OA-No. 16.0629.06 0.050" OFIXED Expiration Date 0 2/1 712 0 2 0 PANEL CLIP 105 0.719' 2.893'• 0.133' 1.498' 0.133" 1.498` by (6063-T6AL) am-0 ra a duet Con of I 0.883 L 0.080' Ml €I FIXED PANEL 5.621° i 0.709' 123 720 90°INSIDE CORNER ASTRAGAL RETAINER 7/8" 2.826"-►+ 0.080" -•II ( (6063-T6AL) 11s 90'OUTSIDECORNERASTRAGAL (6063TEAL) F0(ED PANEL L 11B 9D°CORNER RECENER (6063-T6 AL) :. if"r C5 106 RETAINER.9/16" (6063 T6AL) (6063 T6 AL) x to101ECRnrotoornwvE EXTRUSIONS W4f)48N1600SEz>'s SERIES 770 ALUM.SGD-LM IMPACT ..;'.'..',:':-::`-'.• are croua os� saa.aws s°.t ' rii0n""• "'s A.LYNN MILLER P.E. JR CERT:OFAUTH.92=6 ® SGD•T70 W5 22 •22 PGT0130 B P.E.N 507IXi